Drawings.pdf

G-0035

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

Pittsburgh District

BEAVER RIVER BASIN

BERLIN LAKE RESERVOIR

MARCH 2018

MILL CREEK WATERLINE REPLACEMENT

ELEVATED WATER STORAGE TANK

MAHONING COUNTY, OHIO

CERTIFIED FINAL DOCUMENTS

W911WN18T8001

28 MARCH 2018

28 MARCH 2018

28 MARCH 2018

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/s/ STEPHEN R. STOLTZ, P.E.

/s/ THOMAS E. ANDRE, P.E.

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ABBREVIATIONS

LC

SYMBOLS:

PLUS/MINUS±

DIAMETER

CENTERLINE

VALVE VAULT.

EXISTING PIPING TO PREVENT SEPERATION OF WATERLINE OUTSIDE THE

MODIFICATIONS WITHIN VALVE PIT THE CONTRACTOR SHALL RESTRAIN

IF DISTRIBUTION SYSTEM IS UNDER PRESSURE DURING PIPING5.

ELECTRICAL CODE.

ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL4.

AND EQUAL TO US PIPE FLANGE-TYPE GASKETS.

ALL FLANGED JOINTS SHALL BE PROVIDED WITH RIBBED GASKETS SIMILAR3.

POLYETHELENE ENCASEMENT.

ALL BURIED UNDERGROUND DUCTILE IRON PIPE TO BE PROVIDED WITH2.

NOTED OTHERWISE.

ALL MATERIALS INSTALLED UNDER THIS CONTRACT SHALL BE NEW UNLESS1.

GENERAL NOTES:

REFERENCE DRAWINGS INDEX

FILE NAME DRAWING TITLE

O35b-U1-12/101.1 MILL CREEK RECREATION AREA - PUBLIC USE FACILITIES-PHASE VI - WATER STORAGE TANK AND VALVE PIT

F1 OF F1 FOUNDATION DETAILS 50,000 GALLON SPHERE

SHEET 1 OF 8 ERECTION DRAWING 50,000 GALLON UNI-SPHERE

SHEET 2 OF 8 BASE CONE DETAILS 50,000 GALLON UNI-SPHERE

SHEET 3 OF 8 DOORWAY 50,000 GALLON UNI-SPHERE

SHEET 4 OF 8 SUPPORT DETAILS 50,000 GALLON UNI-SPHERE

SHEET 5 OF 8 UPPER CONE DETAILS 50,000 GALLON UNI-SPHERE

SHEET 6 OF 8 SPHEPICAL CAP & GORE SEGMENTS 50,000 GALLON UNI-SPHERE

SHEET 7 OF 8 PIPING DETAILS 50,000 GALLON UNI-SPHERE

SHEET 8 OF 8 LADDER DETAILS 50,000 GALLON UNI-SPHERE

CONTRACT DRAWINGS INDEX

SHEET

DRAWING TITLE

ID NO.

GENERAL

G-0035 COVER SHEET

G-0036 CONTRACT & REFERENCE DRAWING INDEXES, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

G-1037 GENERAL SITE PLAN WITH CONTRACTOR ACCESS PATHWAY

G-1038 CONTRACTOR WORK LIMITS PLAN

SURVEY

V-1005 SURVEY CONTROL PLAN

EROSION

X-1005 EROSION AND SEDIMENT CONTROL PLAN

X-5006 EROSION AND SEDIMENT CONTROL DETAILS

X-0007 EROSION AND SEDIMENT CONTROL NOTES

MECHANICAL

MD1020 OVERALL SITE DEMOLITION PLAN

MD4021 VALVE VAULT DEMOLITION PLAN

M-1022 OVERALL SITE PLAN

M-4023 VALVE VAULT PLAN

M-3024 SECTIONS

M-5025 MECHANICAL DETAILS

STRUCTURAL

S-5030 STRUCTURAL DETAILS

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

AWWA AMERICAN WATER WORKS ASSOCIATION

BMP BEST MANAGEMENT PRACTICE

BS, B.S. BLACK STEEL

DI, D.I. DUCTILE IRON

DIA DIAMETER

EL ELEVATION

GNSS GLOBAL NAVIGATION SATELITE SYSTEM

H HEIGHT

I.D. INSIDE DIAMETER

LBS POUNDS

MAX MAXIMUM

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NO. NUMBER

NPT NATIONAL PIPE THREAD

NRS NON RISING STEM

NTS NOT TO SCALE

O.D. OUTSIDE DIAMETER

PSI POUNDS PER SQUARE INCH

R RADIUS

SCH SCHEDULE

SPCS STATE PLANE COORDINATE SYSTEM

TYP TYPICAL

V VERTICAL

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LAKE

BERLIN

LAKE

BERLIN

CREEK

MILL

CREEK

MILL

ENTRANCE

CAMPGROUND

MILL CREEK

ENTRANCE

DAY USE AREA

MILL CREEK

AREA

DAY USE

MILL CREEK

ROAD "A"ROAD "A"

ROAD "A"

B E

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L L R

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D (M

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(MAHONING COUNTY ROAD C90)

BERLIN STATION ROAD

R O

A D

Q

R O

A D

Q

DUMP STATION

SANITARY TRAILER

R O

A D N

RO

AD

"M

R O

A D

M

ROAD "H"

P O

N D

THIS GATE

ROAD AT

FROM BEDELL

NO ACCESS

STATION

DUMP

TRAILER

SANITARY

R O

A D "H

ACCESS ROAD

ONLY"

VEHICLES

"AUTHORIZED

"ASPEN" CAMP AREA

"OAK" CAMP AREA

CAMP AREA

"HICKORY"

CAMP AREA

"MAPLEWOOD"

ROAD "H"

COMPLEX

MAINTENANCE

R O

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H

COMPLEX

WATER TANK

CREEK

MILL

CAMP AREA

"BUCKEYE"

G-1037

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BETWEEN ROAD "Q" AND ROAD "M".

USE THE DESIGNATED DETOUR ROUTE, AS SHOWN ON THIS DRAWING, TO TRAVEL

ROAD "M" DUE TO CONSTRUCTION ACTIVITIES IN THAT AREA, THE CONTRACTOR SHALL

IF THE CONTRACTOR IS UNABLE TO TRAVEL ALONG ROAD "A" BETWEEN ROAD "Q" AND

REACH THE WORK SITE.

CONTRACTOR SHALL USE THE DESIGNATED TRAVEL PATH SHOWN ON THIS DRAWING TO

CONTRACTING OFFICER AND/OR APPROPRIATE PARK PERSONNEL.

TRAFFIC DELIVERING EQUIPMENT, MATERIALS, ETC., TO THE WORK SITE WITH THE

A ONE-WAY ROAD WITH OUTBOUND TRAFFIC LEAVING THE DAY USE AREA) FOR INBOUND

AREA PARKING LOT AND THE MILL CREEK CAMPGROUND ENTRANCE STATION (NORMALLY

CONTRACTOR SHALL COORDINATE USE OF ROAD "Q" BETWEEN THE MILL CREEK DAY USE

MILL CREEK DAY USE AREA ENTRANCE.

CONTRACTOR SHALL ENTER AND EXIT THE MILL CREEK RECREATION AREA THROUGH THE

AREA, SEE SHEET G-1038

ENLARGED PLAN OF THIS

PROJECT LOCATION - FOR

CONTRACTOR WORK SITE TRAVEL PATH

DETOUR (FOR USE AS NEEDED)

CONTRACTOR WORK SITE TRAVEL PATH

EDGE OF WATER

(ONE-WAY TRAFFIC ONLY)

TRAVEL DIRECTION INDICATOR

(TWO-WAY TRAFFIC)

TRAVEL DIRECTION INDICATOR

ABBREVIATIONS.

LEGEND SYMBOLS, AND A LIST OF PROJECT-SPECIFIC

1. SEE SHEET G-0036 FOR GENERAL NOTES, ADDITIONAL

GENERAL SITE PLAN WITH CONTRACTOR ACCESS PATHWAY

SCALE: 1" = 200'-0"

400'0 200'

SCALE: 1"=200'

KEYNOTES:

NOTE:

3 4

LEGEND:

J

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IA

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J

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H

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(TYP)

5'-0"

(TYP)

5'-0"

RO

AD "N"

ONE WAY

(G R

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C C

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G W

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CAMPSITE

(TYP)

WATER TOWER

EXISTING

SECURITY FENCE

EXISTING CHAIN-LINK

POWER POLE

EXISTING

VALVE VAULT

EXISTING

STORM INLET

EXISTING

S O

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WORK LIMITS

CONTRACTOR

CONTRACTOR WORK LIMITS

CONTRACTOR WORK LIMITS PLAN

SCALE: 1/16" = 1'-0"

0 8' 32'16'

SCALE: 1/16"=1'

N

NOTE:

AREA, SEE SHEET G-1037.

1. FOR CONTRACTOR ACCESS ROUTE TO PROJECT WORK

J

W

IL

L

IA

M S

EXISTING CHAIN-LINK SECURITY FENCE

EXISTING UNDERGROUND ELECTRICAL LINES

LEGEND: /s J

A M

E S T S

H

IB

A T

A P .E

M

A R

C H

CATCH BASIN

WATER TOWER

VAULT

VALVE

SECURITY FENCE

EXISTING CHAIN-LINK

EXISTING POWER POLE

# 602 # 603

# 604

# 605

B

B A

K

R

V-1005

U

R V

E Y C

O N

T R

O L P

L A

N

0 10' 20'

SCALE: 1"=10'

SURVEY CONTROL POINT

EXISTING CHAIN-LINK SECURITY FENCE

:LEGEND

B P

R

IC

E

SURVEY CONTROL PLAN

SCALE: 1"=10'-0"

A PUNCH MARK UNLESS STATED OTHERWISE.

MONUMENTS ARE 5/8"x30" IRON PINS WITH ALUMINUM CAPS WITH 5.

PROJECT IS 0.999895264.

THE AVERAGE COMBINED SCALE FACTOR (OH NORTH ZONE) FOR THE4.

GNSS SOLUTIONS FROM BRE-3 (NGS PID MB0815).

HORIZONTAL AND VERTICAL LOCATIONS BASED ON MULTIPLE3.

THE VERTICAL DATUM IS NAVD88. THE ELEVATION UNITS ARE FEET.2.

SURVEY FEET.

SYSTEM IS OHIO SPCS NORTH ZONE (FIPS 3401). THE UNITS ARE US

THE HORIZONTAL DATUM IS NAD83(2011). THE GRID COORDINATE1.

NOTES:

E

M C

C A

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Y

SURVEY CONTROL

STATION NAME GRID NORTHING GRID EASTING ELEVATION DESCRIPTION

# 602 493023.42 2383191.95 1042.51 IRON PIN

# 603 493038.13 2383318.82 1042.64 IRON PIN

# 604 492931.38 2383306.00 1042.77 IRON PIN

# 605 492958.25 2383236.69 1043.35 IRON PIN

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F S -1

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CFS-12

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CFS-12

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CFS-12

C F S -1

CFS-12

RCE

R O

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(GRAVEL)

TOWER ACCESS ROAD

EXISTING WATER

C A

M P S

IT

E (T

Y P

WATER TOWER

EXISTING

SECURITY FENCE

EXISTING CHAIN-LINK

O N

E W

A Y

VALVE VAULT

EXISTING

POWER POLE

EXISTING

STORM INLET

EXISTING

S O

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X-1005

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EROSION AND SEDIMENT CONTROL PLAN

SCALE: 1" = 10'-0"

CONTRACTOR WORK LIMITS

LEGEND

0 10' 20'

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SOCK

INLET FILTER3

X-5006

X-5006

(TYP)

FILTER SOCK

12" COMPOST

X-5006

ENTRANCE

CONSTRUCTION

ROCK

FOR ADDITIONAL INFORMATION

NEW PIPING - SEE SHEET M-1022

12" COMPOST FILTER SOCK

EXISTING UNDERGROUND ELECTRIC LINES

EXISTING CHAIN-LINK SECURITY FENCE

INLET FILTER SOCK

SEE SHEET X-0007.

3. FOR EROSION AND SEDIMENT CONTROL PLAN NARRATIVE,

SEE SHEET X-5006.

2. FOR EROSION AND SEDIMENT CONTROL PLAN DETAILS,

AREA, SEE SHEET G-1037.

1. FOR CONTRACTOR ACCESS ROUTE TO PROJECT WORK

NOTES:

ROCK CONSTRUCTION ENTRANCE

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50'-0" (MIN)

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EARTH FILL

MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

BERM (6" MIN)

MOUNTABLE

(8" MIN)

AASHTO #1

GRADE

EXISTING

GRADE

EXISTING

ROADWAY

EXISTING

ROADWAY

EXISTING

PROFILE

GEOTEXTILE

CLASS 4

CONSTRUCTION VEHICLES (TYPICAL EACH SIDE)

AS NEEDED TO ACCOMODATE TURNING RADII OF

PROVIDE APPROPRIATE TRANSITION (MIN 10'-0" R)

(AS NECESSARY)

DRAINAGE PIPE

DRAINAGE PIPE (AS NECESSARY)

PLAN

NOTES:

ACCEPTABLE.

DITCHES, SEWERS, CULVERTS OR OTHER DRAINAGE COURSES IS NOT

WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY

INCREMENTS UNTIL CONDITION IS ALLEVIATED, OR INSTALL WASH RACK.

DEPOSITED ON THE ROADWAY, EXTEND LENGTH OF RCE BY 50-FOOT

IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING

SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE

10. ALL SEDIMENT DEPOSITED ON PAVED ROADWAY ADJACENT TO THE RCE

AND RETURN AREA TO PRE-CONSTRUCTION CONDITIONS.

9. WHEN CONSTRUCTION IS COMPLETED, REMOVE STONE AND GEOTEXTILE

THE ABILITY TO TRAP MATERIAL HAS BEEN LOST.

8. REPLACE ALL ROCK WHEN SURFACE BECOMES CLOGGED WITH SOIL AND

CONSTRUCTION.

REPAIR REQUIREMENTS. MAINTAIN THICKNESS OF ROCK THROUGHOUT

7. INSPECT RCE DAILY. STOCKPILE RCE STONE NEAR EACH RCE FOR DAILY

APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED

PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY THE

6. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT

REMOVAL BMP PRIOR TO ENTERING RCE.

5. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT

WIDTH OF ENTRANCE.

4. PLACE RCE STONE AS SHOWN ON DRAWINGS. EXTEND ROCK OVER FULL

RECOMMENDATIONS.

3. ROLL OUT AND SECURE GEOTEXTILE ACCORDING TO MANUFACTURER'S

UNDER THE FOOTPRINT OF THE RCE PRIOR TO INSTALLATION OF THE RCE.

LOCATED OVER EXISTING PAVEMENT, THE PAVEMENT SHALL BE REMOVED

2. REMOVE TOPSOIL PRIOR TO INSTALLATION OF RCE. WHERE RCE(S) ARE

DETAIL.

SHOWN ON THE PLANS AND TO THE MINIMUM DIMENSIONS SHOWN ON THE

1. ROCK CONSTRUCTION ENTRANCE (RCE) SHALL BE CONSTRUCTED WHERE

AREA

DISTURBED

AREA

UNDISTURBED

F L

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FILTER SOCK

COMPOST

CENTERS (MAX)

STAKE ON 10'-0"

PLAN

INLET GRATE

W

ID

TH LENGTH

4'

2'

FROM INLET

BAG REMOVAL

1" REBAR FOR

ISOMETRIC

OVERLAP COMPOST FILTER SOCK SECTIONS 8' (MIN). 4.

MONTHS; PHOTODEGRADEABLE AFTER 12 MONTHS.

REPLACE BIODEGRADEABLE FILTER SOCK AFTER 6 3.

MAIN ALIGNMENT.

AT LEAST 8'-0" UPSLOPE AT 45 DEGREES TO THE

EXTEND BOTH ENDS OF THE COMPOST FILTER SOCK

PLACE COMPOST FILTER SOCK ON LEVEL GRADE. 2.

FILTER SOCK.

IS ONE-HALF THE HEIGHT OF THE EXPOSED COMPOST

REMOVE DEPOSITS WHEN SEDIMENT ACCUMULATION 1.

NOTES:

2" x 2" WOOD STAKE

FILTER SOCK

24" COMPOST

12", 18", OR

COMPOST

LOOSE

FLOW

AREA

UNDISTURBEDAREA

DISTURBED

SECTION

INSTALLATION DETAIL

" NYLON ROPE)1/4(

EXPANSION RESTRAINT

RUBBER BLOCK

2" X 2" X 1/4"

6" MIN HEIGHT

3:1 3:1

BERM

2 (MIN):1

FLOW

PLAN VIEW

TEMPORARY OR PERMANENT VEGETATION

EARTHEN BERM TO BE STABILIZED WITH

STORM INLET FILTER BAG

2 MIN

(TYP)

FLOW

SECTION

DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS

AS WELL AS ALL USED BAGS, ACCORDING TO THE PLAN NOTES.

INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT,

MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE

THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE

FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF

EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF-FULL OR WHEN

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS, AND AFTER EACH RUNOFF

A NO. 40 SIEVE.

OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING

A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH

4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, COMPLETED OR REMAIN PERMANENTLY.

EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS

ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED.

3. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED.

OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN

1. MAXIMUM DRAINAGE AREA = ONE-HALF ACRE.

NOTES:

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CERTIFIED FINAL DOCUMENTS

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X-5006

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ROCK CONSTRUCTION ENTRANCE

COMPOST FILTER SOCK

INLET FILTER SOCK (FOR TYPE "M" INLET)

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DETAIL

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EROSION AND SEDIMENT POLLUTION CONTROL PLAN NARRATIVE

BY THE WATERING EQUIPMENT.

DUE TO APPLICATION OF EXCESS QUANTITIES, AND WILL NOT DAMAGE FINISHED SURFACES

IN A MANNER THAT WILL PROVIDE UNIFORM COVERAGE THAT WILL NOT CAUSE EROSION

DEPTH OF THREE (3) INCHES TO ASSURE CONTINUED GROWTH. WATERING SHALL BE DONE

SEEDED AREAS ON WHICH GROWTH HAS STARTED SHALL BE WATERED TO A MINIMUM

OPERATION ARE COMPLETED AND SUBSEQUENTLY DURING THE ESTABLISHMENT PERIOD.

SEEDED AREAS SHALL BE WATERED WITHIN TWO DAYS AFTER SEEDING AND MULCHING5.

FOR DRIVEWAYS, CONCRETE SURFACES) HAS BEEN PLACED.

CONSIDERED PERMANENTLY STABILIZED ONCE THE IMPERVIOUS SURFACE (I.E., GRAVEL

70% ACROSS THE ENTIRE DISTURBED AREA. PROPOSED IMPERVIOUS AREAS WILL BE

STANDARD FOR THIS VEGETATIVE COVER WILL BE A UNIFORM COVERAGE OR DENSITY OF

CHARACTERISTICS ARE SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. THE

SOIL IS CAPABLE OF RESISTING EROSION DURING RUNOFF EVENTS AND SUBSURFACE

RESISTANT PERENNIAL VEGETATION ESTABLISHED TO THE POINT WHERE THE SURFACE

PERMANENT STABILIZATION OF LAWN AREAS IS CONSIDERED TO BE A UNIFORM EROSION4.

MAXIMUM APPLIED BINDER NOT EXCEEDING TEN GALLONS PER 1,000 SQUARE FEET.

MULCH AS NEEDED TO SECURE IT FIRMLY SHALL NOT EXCEED THREE PASSES WITH

ASPHALTIC EMULSION MULCH BINDER IS USED, THE NUMBER OF PASSES OVER THE

EMULSION MULCH BINDER IMMEDIATELY FOLLOWING MULCH SPREADING. IF A NON-

MULCH SHALL BE ANCHORED BY USE OF CRIMPING, NETTING, OR A NON-ASPHALTICB.

MACHINES WHICH CUT MULCH INTO SHORT PIECES WILL NOT BE PERMITTED.

MULCH MAY BE SPREAD BY HAND OR WITH AN ACCEPTABLE MECHANICAL BLOWER.A.

PER ACRE).

IN A CONTINUOUS BLANKET AT A RATE OF 1,240 POUNDS PER 1,000 SQUARE YARDS (3 TONS

IMMEDIATELY AFTER SEEDING, PROVIDE AN ANCHORED STRAW MULCH SPREAD UNIFORMLY3.

A. SPREAD SEED FROM MARCH 15 TO JUNE 1 AND FROM AUGUST 1 TO OCTOBER 15.

SPECIFICATION.

DISTURBED AREA. ESTABLISH PERMANENT VEGETATIVE COVER IN ACCORDANCE WITH THE

STABILIZATION IS OBTAINED BY ESTABLISHING A VEGETATIVE COVER ACROSS THE

WILL PREVENT EROSION AND ELIMINATE OFF-SITE SEDIMENTATION. TYPICAL PERMANENT

INVOLVES THE STABILIZATION AND PROTECTION OF THE SOIL SURFACE TO AN EXTENT THAT

PERMANENT STABILIZATION OF VEGETATED AREAS, AS REFERRED TO IN THIS NARRATIVE,2.

AND ROCK FILLS NEED NOT BE VEGETATED.

STABILIZATION MEASURES IMMEDIATELY APPLIED. CUT SLOPES IN COMPETENT BEDROCK

THAT WILL NOT BE WORKED WITHIN ONE YEARS TIME, SHALL HAVE PERMANENT

ALL AREAS THAT HAVE BEEN BROUGHT TO FINAL GRADE AND THOSE DISTURBED AREAS1.

PERMANENT STABILIZATION NOTES:

PERMANENT STABILIZATION SHALL BE IMMEDIATELY APPLIED.

DISTURBED AREAS CREATED BY THIS ACTIVITY SHALL BE BROUGHT TO FINAL GRADE AND

TEMPORARY OR UNUSABLE CONTROL MEASURES AND FACILITIES SHALL BE REMOVED, THE

PERMANENT STABILIZATION AND UPON APPROVAL FROM THE CONSERVATION DISTRICT, ALL

STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA IS COMPLETED. UPON COMPLETION OF

FROM EROSION DURING THE STABILIZATION PERIOD SHALL BE MAINTAINED UNTIL PERMANENT

EROSION AND SEDIMENT CONTROL FACILITIES REQUIRED OR NECESSARY TO PROTECT AREAS6.

IMPLEMENTING SAID MEASURES. SEE GENERAL EROSION CONTROL NOTE 11.

TO THE APPROVED EROSION CONTROL PLAN SHALL BE REVIEWED AND APPROVED PRIOR TO

INSTALLED MEASURES ARE TO BE IMPLEMENTED AT NO ADDITIONAL COST. ALL MODIFICATIONS

LEAVES THE SITE, ADDITIONAL EROSION CONTROL MEASURES OR MODIFICATIONS TO THE

SEDIMENT AND SEDIMENT-LADEN RUNOFF IS NOT BEING CONTROLLED AND FILTERED BEFORE IT

CONSTRUCTION PROCEDURES, ETC., ALTER THE EROSION CONTROL PLAN TO THE POINT WHERE

WITHOUT FIRST PASSING THROUGH A SEDIMENT FILTERING DEVICE. SHOULD SITE CONDITIONS, AT NO TIME WILL SEDIMENT OR SEDIMENT-LADEN RUNOFF BE ALLOWED TO LEAVE THE SITE5.

START OF CONSTRUCTION, INCLUDING CLEARING AND GRUBBING OPERATIONS.

THE LIMIT OF EARTH DISTURBANCE SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE

NOT BE ALLOWED BELOW THE LOCATION OF THE PERIMETER EROSION CONTROL FACILITIES.

EARTH DISTURBANCE ACTIVITIES, INCLUDING MOVEMENT OF CONSTRUCTION VEHICLES, SHALL4.

THOSE FACILITIES.

EROSION CONTROL FACILITIES AND FOR GRADING AND ACQUIRING BORROW TO CONSTRUCT

ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS FOR CONSTRUCTING3.

WITHIN THE TRIBUTARY AREAS OF THOSE FACILITIES.

FUNCTIONAL, BEFORE SITE DISTURBANCE BEGINS, INCLUDING CLEARING AND GRUBBING,

EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE CONSTRUCTED, STABILIZED, AND2.

BE CONTROLLED BY SAID FACILITY.

BE AVAILABLE ON SITE PRIOR TO THE ANTICIPATED DISTURBANCE OF THE DRAINAGE AREA TO

ALL MATERIALS NEEDED TO COMPLETELY CONSTRUCT AN EROSION CONTROL FACILITY SHALL1.

GENERAL E&S INSTALLATION PROCEDURES:

LOCAL ENVIRONMENTAL LAWS.

SITE, PROVIDED THE SITE AND DISPOSAL COMPLIES WITH ALL APPLICABLE FEDERAL, STATE AND

PROPERLY PERMITTED, COMMERCIALLY AVAILABLE DISPOSAL FACILITY OR A CORPS ACQUIRED

ANY DISPOSAL MATERIAL GENERATED DURING THE PROJECT MUST BE DISPOSED OF AT A6.

SATURATED OR FROZEN SURFACES.

MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FILL SHALL NOT BE PLACED ON

OF SATISFACTORY FILLS. FROZEN MATERIAL OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE

OBJECTIONABLE MATERIAL THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION

FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, ORGANIC MATERIAL OR OTHER5.

MUST BE DISPOSED OF AT AN APPROVED WASTE SITE.

WASTE GENERATED ONSITE DURING THIS PROJECT. ALL WASTE MATERIAL NOT RECYCLED,

THE CONTRACTOR AND PERMITTEE MUST ATTEMPT, WHENEVER POSSIBLE, TO RECYCLE ALL4.

SOIL STOCKPILE OR DISPOSED OF IN AN APPROVED OFFSITE SPOIL AREA.

OR DRAINAGE SWALES. REMOVED SEDIMENTS MAY ALSO BE PLACED IN AN APPROVED TOPSOIL/

STABILIZED. REMOVED SEDIMENTS SHALL NOT BE PLACED ON STEEP SLOPES, IN WETLANDS,

SCAPED OR LAWN AREAS LOCATED UPSLOPE OF SAID FACILITIES AND SHALL BE IMMEDIATELY

SEDIMENT REMOVED FROM EROSION CONTROL FACILITIES SHALL BE DISPOSED OF IN LAND-3.

A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

RETAINED BY THE PROPERTY OWNER FOR FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF

ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. FORM FP-001 SHALL BE

USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS,

ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, DECOMPOSABLE, INERT, SOLID MATERIAL. ENVIRONMENTAL DUE DILIGENCE SHALL INCLUDE

FILL. CLEAN FILL IS DEFINED AS UNCONTAMINATED, NON-WATER SOLUBLE, NON-

PERFORMING ENVIRONMENTAL DUE DILIGENCE AND DETERMINING IF SAID MATERIAL IS CLEAN

IF FILL MATERIAL IS BROUGHT ONTO THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR2.

ACCUMULATION WILL BE PROPERLY DISPOSED OF IN A LAWFUL MANNER.

ALL CLEAN FILL DEMOLITION MATERIAL INCLUDING CLEARING AND GRUBBING DEBRIS1.

FILL/DISPOSAL OF MATERIAL NOTES:

PROJECT.

INSPECTION ON THE CONSTRUCTION SITE AT ALL TIMES THROUGHOUT THE TERM OF THE

EROSION AND SEDIMENT POLLUTION CONTROL PLAN SHALL BE KEPT AVAILABLE FOR

SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLAN. A COPY OF THE APPROVED

ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS12.

ASSOCIATED WITH SAID APPROVALS (I.E., ENGINEER'S DESIGN COSTS, APPLICATION FEES, ETC.).

INITIATING SAID REVISIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS

APPROVALS FOR THE MODIFICATION FROM THE REVIEWING AGENCY AS APPROPRIATE, PRIOR TO

POLLUTION CONTROL PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

SHOULD THE CONTRACTOR CHOOSE TO DEVIATE FROM THE APPROVED EROSION AND SEDIMENT11.

ONCE WITHIN THE ALLOWABLE SEEDING DATES.

OR AN ANCHORED MULCH. PERMANENT STABILIZATION SHALL BE APPLIED TO THESE AREAS

DISTURBED AREAS TO BE VEGETATED SHALL BE STABILIZED WITH EROSION CONTROL MATTING

SHOULD SITE STABILIZATION OCCUR OUTSIDE OF THE ALLOWABLE SEEDING DATES, ALL10.

CONTROL MATTING.

ENGINEER. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER SHALL RECEIVE EROSION

BE PROTECTED WITH EROSION CONTROL MATTING OR ROCK RIPRAP AS SPECIFIED BY THE

ADDITIONAL DISTURBED SLOPES THAT ARE STEEPER THAN 3H:1V, THESE SLOPES SHALL ALSO

CONSTRUCTION PROCEDURES AND/OR LOCALIZED SITE CONDITIONS DISTURB AND/OR CREATE

ARE STEEPER THAN 3H:1V AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS. SHOULD

EROSION CONTROL MATTING OR ROCK RIPRAP SHALL BE PLACED ON DISTURBED SLOPES THAT9.

IMPLEMENTING OTHER METHODS AS APPROVED BY THE COUNTY CONSERVATION DISTRICT.

CONTRACTOR SHALL CONTROL DUST FROM THE PROJECT AREA BY APPLYING WATER OR8.

IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION.

BALES, CRUSHED STONE AND OTHER MULCHES SHALL BE HELD IN READINESS TO DEAL

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. STOCKPILES OF WOOD CHIPS, HAY

APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) TO ELIMINATE THE POTENTIAL FOR

EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT

SHOULD UNFORESEEN CIRCUMSTANCES ARISE POSING THE POTENTIAL FOR ACCELERATED7.

TO THE TEMPORARY AND PERMANENT STABILIZATION NOTES THIS SHEET.

DISTURBED AREAS AND BY KEEPING THE AMOUNT OF DISTURBED AREA TO A MINIMUM. REFER

ACCELERATED EROSION AND SEDIMENTATION WILL BE LIMITED BY IMMEDIATELY STABILIZING6.

TYPE OF COVER AND GRADE, AS PER THE DESIGN DRAWINGS AND SPECIFICATIONS.

BACKFILLED EXCAVATIONS SHALL BE IMMEDIATELY RESTORED TO ORIGINAL OR PROPOSED

INSPECT ALL UNDERGROUND FACILITIES IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS.

UTILITY EXCAVATIONS SHALL BE OPEN ONLY LONG ENOUGH TO PROPERLY INSTALL AND5.

INTERVALS AS THE SLOPE IS BEING CONSTRUCTED.

EXCAVATION SLOPES SHALL RECEIVE PERMANENT STABILIZATION AT REGULAR 10 FOOT

PERMANENT FILL/EXCAVATION SLOPES SHALL RECEIVE PERMANENT STABILIZATION. FILL/4.

OTHERWISE BY THE CONTRACTING OFFICER/PROFESSIONAL.

SLOPES OF 2H:1V OR FLATTER AND SHALL NOT EXCEED 35 FEET IN HEIGHT UNLESS APPROVED

FLOW PATH OF A NATURAL OR CONSTRUCTED WATERWAY. STOCKPILES ARE TO HAVE SIDE

NOT INTERFERE WITH CONSTRUCTION ACTIVITIES AND ARE NOT TO BE LOCATED WITHIN THE

MIXTURE) AND MULCHED. STOCKPILES ARE TO BE PLACED IN A LOCATION WHERE THEY WILL

TEMPORARY SOIL/TOPSOIL STOCKPILES SHALL BE IMMEDIATELY SEEDED (TEMPORARY SEED3.

RESULT IN INCREASED LOADING ON STRUCTURAL RETAINING WALLS.

TO SOIL PILE LOCATIONS. SOIL PILES SHALL NOT BE LOCATED IN AREAS WHERE THE PILE WILL

SOIL PILE. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER WITH REGARDS

CONTROL FACILITY, SILT SOCKS SHALL BE INSTALLED ALONG THE DOWN SLOPE TOE OF SAID

EXCAVATION THAT IS NOT LOCATED WITHIN THE DRAINAGE AREA OF A PERIMETER EROSION

THE EXCAVATION WHENEVER POSSIBLE. SHOULD A SOIL PILE BE CREATED FROM THE

EXCAVATED MATERIAL FROM UTILITY TRENCH EXCAVATIONS SHALL BE PLACED UP SLOPE FROM2.

IN ALL CASES, THE SMALLEST PRACTICAL AREA OF STABLE LAND SURFACE WILL BE DISTURBED.1.

GENERAL EROSION CONTROL NOTES:

DATES.

APPLY TEMPORARY OR PERMANENT SEED MIXTURES ONCE WITHIN THE ALLOWABLE SEEDING

AN ANCHORED MULCH OR EROSION CONTROL MATTING IS TO BE PLACED WITHOUT SEEDING.

IF TEMPORARY STABILIZATION ACTIVITIES FALL OUTSIDE OF THE ALLOWABLE SEEDING DATES,3.

ESTABLISH TEMPORARY VEGETATIVE COVER IN ACCORDANCE WITH THE SPECIFICATIONS.

OBTAINED BY ESTABLISHING A VEGETATIVE COVER ACROSS THE DISTURBED AREA.

EROSION AND ELIMINATE OFFSITE SEDIMENTATION. TYPICAL TEMPORARY STABILIZATION IS

STABILIZATION AND PROTECTION OF THE SOIL SURFACE TO AN EXTENT THAT WILL PREVENT

TEMPORARY STABILIZATION, AS REFERRED TO IN THIS NARRATIVE, INVOLVES THE2.

CEASE, TEMPORARY STABILIZATION MEASURES SHALL BE IMMEDIATELY IMPLEMENTED.

AFTER FINAL EARTHMOVING HAS BEEN COMPLETED OR WHERE CONSTRUCTION ACTIVITIES

WHERE IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA WITHIN 14 DAYS1.

TEMPORARY STABILIZATION NOTES:

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CERTIFIED FINAL DOCUMENTS

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VALVE TO REMAIN

EXISTING FLANGED GATE

EL. 1044.08±

CONCRETE FLOOR

INSULATION TO REMAIN

WITH HEAT TRACE AND

FILL/WITHDRAW PIPE

EXISTING 4" SCH 40 B.S.

REMAIN

OVERFLOW PIPE TO

EXISTING 4" SCH 40 B.S.

CONCRETE

REPLACE WITH 3" OF

REMOVE GRAVEL AND

CUT EXISTING 4" PIPE

REMOVE TEE AND ASSOCIATED PIPING

CUT PIPE FOR INSTALLATION OF NEW PIPE FLANGE

ON MD4021

SEE DETAIL 1

VALVE VAULT

EXISTING CHAIN-LINK SECURITY FENCE

THRUST BLOCK

FOR INSTALLATION OF CONCRETE

SQUARE OF CONCRETE FLOOR

SAW CUT AND REMOVE 4'-0" X 4'-0"

SAVE FOR REINSTALLATION

REMOVE STRUCTURAL FILL AND

OPEN POSITION

HATCH SHOWN IN

BY OTHERS ROUTED ALONG GRADE

WATER SUPPLY SYSTEM. PROVIDED

CONNECTION TO TEMPORARY

EXISTING 3" SCH 40 PVC PIPE FOR

EXISTING POWER POLE

EXISTING CATCH BASIN

EXISTING OVERFLOW PIPE

EXISTING WATER TOWER

HATCH

EXISTING ACCESS

LC

TO CATCH BASIN

EL. 1046.10

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OVERALL SITE DEMOLITION PLAN

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SECTION

2'0 1' 4'

SCALE: 3/4"=1'

0 4' 8'2'

SCALE: 1/4"=1'

PROVIDE NEW PIPE INSULATION.

TO PERFORM WORK. STORE HEAT TRACE FOR INSTALLATION ON NEW PIPE.

REMOVE EXISTING PIPE INSULATION AND HEAT TRACING AS NECESSARY

NOTE:

CONTROLS

TO WELL PUMP

SYSTEM

TO DISTRIBUTION

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STEEL PIPE

REMOVE 1/2" GALVANIZED

BE ABANDONED

EXISTING D.I. PIPE TO

EXISTING 4" FLANGED TEE TO REMAIN

TO REMAIN

EXISTING 4" DI PIPE

ELBOW TO REMAIN

EXISTING 4" FLANGED 90°

EXISTING CONCRETE VALVE VAULT

EXISTING TELEMETERING PANEL

SEE NOTE 1

REMOVE 4" DI PIPE

WATER SYSTEM CONNECTION

HATCH FOR TEMPORARY

EXTENDING UP THRU ACCESS

EXISTING 4" SCH 40 B.S. PIPE

TO REMAIN

GATE VALVES

EXISTING 4" PIPE TRUST SEE NOTE 1

EXISTING BLOCKING TO RESTRAIN

TO REMAIN

EXISTING 4" DI PIPE

SENSING LINE

EXISTING PRESSURE

1'-3 1/2 "8"

10'-3"

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0 1' 2'6"

SCALE: 1"=1'

MD4021

V A

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VALVE VAULT DEMOLITION PLAN

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SYSTEM

TO DISTRIBUTION

TO STORAGE TANK

OUTSIDE OF VALVE VAULT.

BLOCKING TO PREVENT PIPE SEPARATION

PIPING PRIOR TO REMOVING 4" PIPING OR

CONTRACTOR SHALL RESTRAIN EXISTING1.

NOTES:

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TRENCH EXCAVATION.

PROTECT ELECTRICAL LINE DURING

PRIOR TO TRENCH EXCAVATION.

VERIFY LOCATION OF ELECTRICAL LINE

EXISTING CHAIN-LINK SECURITY FENCE

'-0

PIPE

NEW 4" SCH 80 B.S.

NEW 4" D.I. PIPE

APPROVED EQUAL

MEGA LUG RESTRAINT OR

NEW 4" D.I. MJ 90° BEND WITH

ANCHOR BOLTS

CENTER PIPE BETWEEN

MODIFICATIONS

VAULT PIPING

FOR DETAILS OF VALVE

SEE DETAIL 1 ON M-4023

BETWEEN SAWCUTS AND AROUND THRUST BLOCK

PROVIDE NEW 3" THICK CONCRETE FLOOR

REINSTALL EXISTING FILL MATERIAL AND COMPACT.

CONCRETE TO PROVIDE STRAIGHT EDGES.

APPROXIMATELY 30" DEEP. SAW CUT EDGES OF

EXISTING TRENCH THROUGH CONCRETE FLOOREXISTING VALVE VAULT EXISTING ELECTRICAL PANEL

ACCESS DOOR

EXISTING 30" X 60"

BE ABANDONED

TO WATER TANK TO

EXISTING FILL LINE

EXISTING CONCRETE STEP

EXISTING ACCESS HATCHES

EXISTING ELEVATED WATER TANK PEDESTAL

EXISTING FOUNDATION WALL

EXISTING FOUNDATION SPREAD FOOTER

EXISTING LADDER UP TO SECOND LEVEL

(TYP)

EXISTING ANCHOR BOLTS

(TYP)

EXISTING STIFFNERS

EXISTING 4" FILL/WITHDRAW PIPE

EXISTING 4" GATE VALVE FOR BYPASS

RISER

EXISTING OVERFLOWEXISTING OVERFLOW PIPE

INSULATION

EXISTING

CONDUIT

EXISTING

EXISTING POWER POLE

EXISTING CATCH BASIN

WATERLINE

EXISTING VALVE VAULT FOR NEW

CORE DRILL 8" HOLE THROUGH

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4'0 2' 8'

SCALE: 3/8"=1'

M-1022

OVERALL SITE PLAN

SCALE: 3/8"=1'-0"

P L

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N

M -3

B

LC

LC

LC

SEE DRAWING M-5025 FOR WATERLINE TRENCH DETAILS.5.

BE DETERMINED IN THE FIELD WITH THE CONTRACTING OFFICER.

BE ROUTED THROUGH CONDUIT. ROUTING FOR CONDUIT SHALL

ELECTRICAL CONDUCTORS FOR HEAT TRACE CIRCUIT SHALL4.

OF INSULATION AND HEAT TRACE.

ALL STEEL PIPING SHALL BE PAINTED PRIOR TO INSTALLATION3.

PROVIDED WITH THRUST RESTRAINTS.

ALL MECHANICAL JOINT PIPE AND FITTINGS TO BE2.

WITH FLAT FACE.

FLANGES FOR 4" STEEL PIPE SHALL BE SOCKET WELD TYPE1.

NOTES:

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EL. 1038.26

E L .2

E L .7

1'-6"

1'-3 1/2 "8"

10'-3"

" 8"

PROVIDE 4" PIPE PLUG

TELEMETERING PANEL

FLEXIBLE LINE FROM

RECONNECT EXISTING

PIPE

PIPE SUPPORT UNDER

PROVIDE ADJUSTABLE

NEW 4" D.I. PIPE

NEW FLANGED D.I. 90° BEND

NEW 4" D.I. PIPE

WATER TIGHT SEAL.

AND CONCRETE TO PROVIDE A

SEAL OR EQUAL) BETWEEN PIPE

PROVIDE MECHANICAL SEAL (LINK

IF NECESSARY

PIPE. RELOCATE EXISTING HEATERS

EXISTING VALVE VAULT FOR 4" D.I.

CORE DRILL 8" DIA HOLE THROUGH

THREADED 90° BEND

NEW 1/2" SCH 40 GALVANIZED STEEL

TELEMETERING LINE

PROVIDE PIPE ADAPTOR FOR

OF PIPING

DETAIL 4 ON M-5025 FOR ELEVATION

TELEMETRY PRESSURE LINE. SEE

PROVIDE 4" D.I. TAPPING SADDLE FOR

90° ELBOW

EXISTING 4" FLANGED

EXISTING 4" FLANGED TEE

EXISTING TELEMETERING PANEL

EXISTING 4" DI PIPE

EXISTING 4" DI PIPE

GATE VALVE

EXISTING 4" FLANGED

AWWA NRS GATE VALVE

EXISTING 4" FLANGED

DI PIPE

EXISTING 4" FLANGED

PIPE TO EXISTING GATE VALVE

ATTACH NEW 4" FLANGED D.I.

VERTICAL PIPE SUPPORTS ARE SIMILAR.

VALVE PIT STANDON MODEL S92 OR EQUAL.

PIPE SUPPORT MOUNTED ON WALL OF

PROVIDE GALVANIZED STEEL ADJUSTABLE

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0 1' 2'6"

SCALE: 1"=1'

M-4023

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M-1022 SCALE: 1"=1'-0"

VALVE VAULT PLAN

C L

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SYSTEM

TO DISTRIBUTION

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CERTIFIED FINAL DOCUMENTS

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1'-3"

AND CONCRETE THRUST BLOCK

PAD BETWEEN BASE BEND FOOT

PROVIDE 1" TO 2" THICK GROUT

NEW 4" SCH 80 B.S. PIPE

NEW FABRICATED 4" SCH 80 B.S. TEE

NEW 4" D.I. FLANGED BASE BEND

PROVIDE 1" CHAMFER ALL AROUND

THRUST BLOCK

MATERIAL ALL AROUND

PROVIDE 1/2" EXPANSION

THRUST BLOCK

NEW 2'-0"X2'-0" CONCRETE

NRS GATE VALVE

NEW 4" FLANGED AWWA

NRS GATE VALVE

NEW 4" FLANGED AWWA

PIPE SUPPORT

NEW ADJUSTABLE

FLANGE ON EXISTING PIPE

INSTALL SOCKET WELD

CUT EXISTING 4" PIPE AND

ON HORIZONTAL PIPE

PROVIDE GROUND CLAMP

AND TANK PEDESTAL

WATER TIGHT SEAL BETWEEN SHIELD

INSULATION SHIELD TO PROVIDE

PROVIDE SILICONE SEALANT AROUND

CLAMP

TO EXISTING WITH COMPRESSION

CONNECT NEW #6 GROUND WIRE

BE RATED 3500 LB LOADING

AND RISER PIPE CLAMP. RISER CLAMP TO

ADJUST HEAT TRACE TO CLEAR C6X8.2

INSULATION IN AREA OF SUPPORT AND

2" INSULATION AND HEAT TRACE. REMOVE

EXISTING 4" SCH 40 B.S. FILL PIPE WITH

NEW 4" D.I. PIPE

BLOCK

CONCRETE THRUST

PROVIDE 2'-0"X2'-0"

RESTRAINTS

NEW 4" MJ 90° BEND W/THRUST

INSTALLATION OF SUPPORT.

INSULATION TO REPLACE INSULATION REMOVED FOR

LUGS SHALL REMAIN ON THE TANK. PROVIDE NEW PIPE

PROVIDED TO THE PROJECT PERSONNEL. THE WELDED

BOLTS, AND RISER CLAMP SHALL BE REMOVED AND

PLATFORM. ONCE ALL PIPING IS COMPLETE THE (2) C6X8.2,

PROVIDE 6'-6" CLEARANCE FROM TOP OF CONDENSATE

INSTALL NEW PIPE SUPPORT C6X8.2 CHANNELS LEVEL TO

SEE DETAIL 4 ON S-5030

NEW PIPE SUPPORT ANCHORS

DETAIL 1 ON M-5025

SEE TANK CONE REPAIR

DETAIL 4 ON S-5030

PIPE SUPPORT ANCHORS

NEW ANCHOR BOLTS SEE

SEE DETAIL 2 ON M-5025

NEW OVERFLOW PIPE SUPPORT

CLAMP SEE, NOTE 6

WIRE TO NEW 4" GROUNDING

EXTEND NEW #6 GROUND

THROUGH WALL OF PEDESTAL

REQUIRED ALIGNMENT

ROTATE FLANGE TO PROVIDE

INSULATION

HEAT TRACE, AND PIPE

EXISTING 4" SCH 40 B.S. PIPE,

PEDESTAL CONE WALL

STIFFNER

5/8" BASE PLATE

CONCRETE FOUNDATION

EXISTING 4" BASE BEND

CONCRETE THRUST BLOCK

EXISTING 18"X18"X6"

EXISTING 4" FILL/WITHDRAW LINE

EXISTING CONDENSATE PLATFORM 1

OVERFLOW PIPE

EXISTING 4" SCH 40 B.S.

TO INSTALL THRUST BLOCK

CONDUIT AS NECESSARY

CUT EXISTING ELECTRICAL

EL. 1044.08±

CONCRETE FLOOR

OVERFLOW PIPE

EXISTING 4"

PLATFORM 2

TO CONDENSATE

EXISTING LADDER

EXISTING LADDER

VALVE

EXISTING FLANGED GATE

INSULATION

WITH HEAT TRACE AND

FILL/WITHDRAW PIPE

EXISTING 4" SCH 80 B.S.

2'-10 1/4"

NEW NON-SHRINK GROUT PAD

TANK PEDESTAL

ALIGNMENT THROUGH WALL OF

HOLES TO PROVIDE CORRECT

FLANGES. ALIGN BOTTOM FLANGE

SCH 80 B.S. TEE WITH SOCKET WELD

FLANGED TEE WITH NEW FABRICATED

REPLACE EXISTING 4" DIA. FABRICATED

CONDENSATE PLATFORM 1

ON TRENCH THRU FLOOR

FLOOR AROUND THRUST BLOCK AND

PROVIDE NEW 3" THICK CONCRETE

COMPACT FILL IN 4" LAYERS

FOR CONSTRUCTION OF THRUST BLOCK

REINSTALL STRUCTURAL FILL REMOVED

NEW 4" DI FLANGE BASE BEND

BLOCK

CONSTRUCTION OF THRUST

FLOWABLE GROUT PRIOR TO

PIPE TO VALVE VAULT WITH

CUT EXISTING 4" PIPE AND FILL

BLOCK

CONSTRUCTION OF THRUST

FLOWABLE GROUT PRIOR TO

PIPE TO VALVE VAULT WITH

EXISTING 4" PIPE AND FILL

EXISTING 4" FILL LINE. CUT

M-3024

L E

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C6X8.2

C6X8.2

A

M-1022 SCALE: 1/2"=1'-0"

SECTION

0 2' 4'1'

SCALE: 1/2"=1'

LC

LC

C

C

- SCALE: 1"=1'-0"

STRUCTURAL SECTION

EL. 1041.53

EL. 1045.20

B

M-1022 SCALE: 1"=1'-0"

SECTION

0 1' 2'6"

SCALE: 1"=1'

EL. 1045.20

LC

S-5030

A S -5

PIPE INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY.7.

CLAMP.

ROUTE UP SIDE OF NEW THRUST BLOCK TO NEW GROUNDING

CONNECT NEW GROUND WIRE TO EXISTING GROUND WIRE AND6.

WITH SENSOR BULB ON EXTERIOR PIPING.

EXISTING ELECTRIC PANEL. PROVIDE THERMOSTAT AND INSTALL

PROVIDE ELECTRICAL CIRCUIT FOR NEW HEAT TRACING FROM5.

INSULATION SHIELD ON EXTERIOR PIPING.

4" TEE TO WHERE PIPE ENTERS THE GROUND. PROVIDE

NEW PIPING FROM THE GATE VALVE ABOVE THE FABRICATED

PROVIDE 2" THICK PIPE INSULATION AND HEAT TRACING ON4.

INSULATION WITH NEW.

AFTER INSTALLATION OF PIPING. REPLACE REMOVED

AS REQUIRED TO REPLACE PIPING. REINSTALL HEAT TRACE

REMOVE EXISTING PIPNG INSULATION AND HEAT TRACING3.

CONCRETE THRUST BLOCK OR FLOOR.

MANUALLY COMPACT FILL MATERIAL PRIOR TO PLACING2.

EXISTING PIPING.

TEMPORARY FILL PIPE SUPPORT PRIOR TO REMOVING

PROVIDE PIPING SUPPORTS FOR OVERFLOW PIPING AND1.

NOTES:

T O T

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CONCRETE FLOOREL. 1044.08

EL. 1044.50

EL. 1045.78

TO VALVE PIT

EL. 1044.00

APPROX. GRADE

TANK

EL. 1046.10

EL. 1041.53

TO CATCH BASIN

EL. 1038.26

PIT

TO VALVE

N

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CERTIFIED FINAL DOCUMENTS

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NEW 4" SCH 80 B.S. PIPE

X 4-5/8" I.D. X 3/8" THICK

NEW PLATE 12" O.D.

WELD 90° BEND

CURVATURE OF EXISTING BUTT

COPE END OF PIPE TO MATCH

REQUIRED TO FIT FIELD REQUIREMENTS

NEW 4" SCH 40 B.S. PIPE LENGTH AS

NEW 7"X7"X1/2" STEEL PLATE

9" O.D.

7-1/2" BOLT CIRCLE

DRILL AND TAP FOR 1" NPT

(TYP 8 LOCATIONS)

5/8" HOLE THRU

V A

R

IE

S

GRADE4" TOP SOIL

IN 6" LAYERS

BACK FILL TO BE TAMPED

SUITABLE COMPACTED

ALL TRENCHES

ID MARKING TAPE TYP

6" WIDE DETECTABLE

(SELECT MATERIAL)

INTIAL BACK FILL

4.28" PIPE I.D.

STRUCTURAL FILL

BEDDING MATERIAL COMPACTED

BLIND FLANGE

PROVIDE NEW 4" D.I.

COLUMN WITH FLOWABLE GROUT

BASE BEND AND FILL VERTICAL

PROVIDE PLUG IN PIPE BEYOND

EXISTING 4" SCH 40 B.S. PIPE.

NEW CONCRETE

CONE PLATE

EXISTING 5/16" THICK

EXISTING STRUCTURAL FILL MATERIAL

CONDUIT

EXISTING ELECTRICAL

FLOOR. FLOOR EL. 1044.08

EXISTING 2-1/2" CONCRETE

BUTT WELD 90° BEND

EXISTING 4" SCH 40 B.S.

OVERFLOW PIPE

EXISTING 4" SCH 40 B.S.

BASIN

OVERFLOW PIPE TO CATCH

EXISTING 4" SCH 40 B.S.

TO BE INSTALLED AFTER WELDING

CENTERLINE FOR HEAT TRACE

BOTH PLATES ON VERTICAL

PROVIDE 5/8" DIA. HOLE THROUGH

NEW 1/2" HOSE BIB

THREADED TEE

NEW 1/2" GALVANIZED STEEL

STEEL PIPE

NEW 1/2" SCH 40 GALVANIZED

STEEL PIPE

NEW 1/2" SCH 40 GALVANIZED

NEW 1/2" BRONZE BALL VALVE

STEEL PIPE NIPPLE

NEW 3"X1/2" SCH 40 GALVANIZED

NEW 4" D.I. PIPE

WITH 1/2" NPT OUTLET

NEW DUCTILE IRON SERVICE SADDLE

/1

PIPE NIPPLE

NEW 1" DIA X 3" BRASS

WITH THREADED PLUG

NEW 1" BRONZE BALL VALVE

TAP FOR 1" NPT

NEW 4" BLIND FLANGE

M-5025

L E

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6"0 3" 1'

SCALE: 3"=1'

1' 2'0 6"

SCALE: 1-1/2"=1'

LC

LC

J L

O W

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C L

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3"0 6"1-1/2"

SCALE: 6"=1'

M-3024 SCALE: 3"=1'-0"

TANK CONE REPAIR DETAIL

1/4

1/4

M-3024 SCALE: 1-1/2"=1'-0"

OVERFLOW PIPE SUPPORT DETAIL

M-4023 SCALE: 6"=1'-0"

BLIND FLANGE DETAIL

M

IN

PIPE O.D. MAX

8"

MAX

8"

MIN.

6"

MIN.

6"

M E

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M-4023 SCALE: NTS

SERVICE SADDLE DETAIL WATERLINE TRENCH DETAIL

SCALE: NTS

INSTALLATION ONCE TEMPORARY WATER SYSTEM PIPING IS REMOVED.

CONTRACTOR TO FABRICATE, ASSEMBLE, AND PROVIDE TO GOVERNMENT FOR1.

NOTE:

PLAN

ELEVATION

EL. 1046.10

TO FILL PIPE

EL. 1046.94

TANK

STORAGE

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®of Engineers

US Army Corps

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CERTIFIED FINAL DOCUMENTS

W

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THRUST BLOCK

TOP OF CONCRETE

CIRCLE

ROD ON 4-3/4" DIA BOLT

CAST-IN-PLACE ANCHOR

GRADE 55 HEAVY HEX HEAD

PROVIDE (4) 5/8"DIA F1554

N O

N -S

H R

IN

K G

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M

IN

T

O

M A

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GROUT

BASE BEND ANCHOR PLATE

THRUST BLOCK, AND VERTICAL PIPING

CENTERLINE OF ANCHOR BOLTS,

3-3/8"

-3 /8

TANK SHELL

INSIDE DIA. OF

6"

3/8" PLATE

3"3"

TO CHANNEL WEB

AND GRIND FILLET FLUSH

CUT OUT FLANGE OF C6

TANK SHELL

INSIDE FACE OF

7/8 " 7/8 "

1'-0"

/4

/4

FOR 1/2" DIA. A325 BOLT (TYP)

9/16" DIA. HOLE CENTERED

PLATE 1/4"X1'-0"X2-1/2"

(TYP)

PLATE 1/4"X3-1/2"X2-1/2"

5"

1/2"

THIS SHEET

SEE DETAIL 2

6"X6"X3/8" PLATE

TANK SHELL

INSIDE OF

SEE DETAIL 3

C6X8.2 (TYP)

3-1/2"

2-1/2"3-1/2"

-1 /2

-1 /2

-1 /2

-1 /2

6-1/2"

A325 BOLTS

A325 BOLTS

SLOTTED HOLES 13/16"X1"

LC PLATE AND ANCHORS

E M

B E

D

B

S-5030

L E

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6"0 3" 1'

SCALE: 3"=1'

3"0 6"1-1/2"

SCALE: 6"=1'

S T

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M-3024 SCALE: 6"=1'-0"

SECTION

- SCALE: 6"=1'-0"

DETAIL2

- SCALE: 6"=1'-0"

DETAIL

M-3024 SCALE: 3"=1'-0"

DETAIL

1/4"

1/4"

3/16"

TYP

3/16"

TEMPLATE

ANCHORS ARE TO BE CAST-IN-PLACE USING A4.

FROM PLATFORM BELOW.

BOTTOMS OF CHANNELS SHALL BE 6'-6" CLEAR3.

ABOVE.

EACH END) THAN DIMENSIONS TAKEN IN NOTE ONE

CHANNEL LENGTHS WILL BE CUT 1" LESS (1/2"2.

DIAMETER FOR EACH CHANNEL LOCATED ON PLAN.

MEASURE LENGTH INSIDE DIAMETER TO INSIDE1.

NOTES:

B

- SCALE: 3"=1'-0"

SECTION

3/16"

F

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US Army Corps

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CERTIFIED FINAL DOCUMENTS

W

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M-3024 SCALE: 3"=1'-0"

PIPE SUPPORT ANCHORS DETAIL

thomas.e.andre Callout Replace ladder with new stainless steel ladder thomas.e.andre Callout Replace steel riser pipe, heating cables and insulation with new steel riser pipe, heating cables and insulation thomas.e.andre Callout Replace steel overflow line and reroute through side of pedestal thomas.e.andre Callout Replace existing fixtures with new fixtures of same type (Typ) thomas.e.andre Callout Replace existing Lighting Panel B with new lighting panel thomas.e.andre Callout Install new catch basin, connect to existing drain line and reroute tank overflow line through pedestal wall with screened elbow above catch basin thomas.e.andre Callout Replace hasps and gasaket on access hatch thomas.e.andre Callout Replace fixture with new fixture of same type thomas.e.andre Callout Replace ladder with new galvanized steel ladder thomas.e.andre Callout Extend overflow line through wall of pedestal to drain into new catch basin. Extend condensate drain line to existing drain line at floor and cap pipe throught floor thomas.e.andre Text Box

GENERAL NOTES FOR TANK REHABILITATION:

1 Replace fill and discharge pipe within the water tank.

2. Install water recirculation system in the tank bowl.

3. Replace seal on manhole at base of tank

4. Replace ladders in the pedestal and tank

5. Repair cathodic protection system access holes in top of tank

6. Replace overflow and condensate drain lines and reroute as specified.

7. Modify landing for proper drainage.

8. Replace tank vent.

9. Replace access hatch hasps

10. Replace access hatch gasket

11. Replace water control system, including wiring to Wells Nos. 2 and 3

12. Replace existing suspended cathodic protection system with new floating cathodic protection system

13. Clean and paint the interior and exterior of the tank.

thomas.e.andre Callout Extend overflow line through wall of pedestal to discharge into new catch basin thomas.e.andre Callout Replace seal on manhole