drawing index water w rks - des moines water workswater w rks water you can trust forlife vicinity...

Des Moines

Water W rksLifeWater You Can Trust for

VICINITY MAPNOT TO SCALE

Sheet Number Title

DRAWING INDEX

CONTRACT 1

WATER MAIN REPLACEMENT

2018 POLK COUNTY

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NE 50TH AVE

NE 14TH STREETLOCATIONPROJECT

HYDRANT PROFILES

HYDRANT PROFILES

NE 14TH STREET DETAILS

NE 14TH STREET FROM STA 200+00 TO STA 202+70








SHEET INDEX

CATHODIC PROTECTION DETAIL SHEET

STANDARD DETAIL SHEET

TITLE SHEET

20

Date

STATE OF IOWA

A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED

IOWA

LICEN

SED

PROFESSIONAL ENGINEER

JUSTIN R.

DENTON

24099

Pages or sheets covered by this seal:MY LICENSE RENEWAL DATE IS DEC. 31, 2018

1-15

License Number 24099

Des Moines Water Works

JUSTIN R. DENTON, P.E.

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ST

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STEP 1

STEP 2

STEP 3

POLYETHYLENE TUBE

PIPE

PIPE

POLYETHYLENE TAPE

POLYETHYLENE TUBE

POLYETHYLENE TAPE

POLYETHYLENE TUBE

BOND BREAKER

THRUST BLOCK

BOND BREAKER

THRUST BLOCK

BOND BREAKER

THRUST BLOCK

THRUST BLOCK

THRUST BLOCK

BOND BREAKER

BOND BREAKER

BOND BREAKER

THRUST BLOCK

BLOCK

THRUST

GRAVITY BLOCK

ANCHOR STRAPS

TEE

HYDRANT

BARREL

HYDRANT

VALVE

HYDRANT

MAIN

NEW

AND FITTING

EXISTING PIPE

UP VALVE BOX

RUN TRACER WIRE

VALVE - DO NOT

IN-LINE SPLICES)

(NOT REQUIRED ON

OF WIRE SPLICING KIT.

STRAP JUST OUTSIDE

ATTACH PLASTIC TIE

WIRE SPLICE ENCAPSULATION KIT)

3M - No. 3832 BURIED SERVICE

SPLICING KIT. (SCOTCHCAST BY

ENCASE SPLICE IN WATERPROOF

*SPLICES PERMITTED ONLY WITH APPROVAL OF ENGINEER

FRONT BACK

NUT

CAP LOCKING

SHUNT

TRACER WIRE STATION

PLASTIC TRIANGLE

INTERNAL TERMINALS

BLOCK

THRUST

BREAKER

BOND

EARTH(TYPICAL)

UNDISTURBED

THIS ENGINEERING OFFICE.

WITH PRIOR APPROVAL OF

USED IN LIEU OF BLOCKING

RESTRAINED JOINTS MAY BE

NOTE:

DIRECTIONAL DRILLING & BORING)

(NO.12 AWG TO BE USED WHEN

COPPER CLAD STEEL (HS-CCS)

NO.14 AWG HIGH STRENGTH

AT EACH TRACER WIRE RECEPTACLE

INSTALL ANODE GROUND ROD

OR TERMINAL

TO NEXT TEST STATION

USE CONTINOUS WIRE

NO SPLICES ALLOWED

THE 5 OR 7 O'CLOCK POSITION

TO PIPE EVERY 5 FEET IN

TRACER WIRE. TAPE WIRE

SPLICE BOLT

BURNDY KS15 8-14 AWG

AND SPLICE W/ BRASS

STRIP ENDS OF WIRE

INTERNAL TERMINALS.

TRACER WIRE STATION TO

HYDRANT BARREL TO

EXTEND TRACER WIRE UP

ROD TO TRACER WIRE WITH SPLICE

POINTS. CONNECT ANODE GROUND

TRACER SYSTEM TERMINATION

INSTALL ANODE GROUND ROD AT

COURSE

NEW BASE

IN OPEN FIELD IN STREET

SURFACE

NEW STREET ASPHALT/CONCRETE

UNIFORM CUT LINE

EXISTING STREET SURFACE

COURSE

EXISTING BASE

12"

(SEE TABLE)

WIDTH

WORKS SPECIFICATIONS.

OF DES MOINES WATER

SPECIFIED IN SECTION 02220

COMPACTED BACKFILL AS

1'-0" MIN.

5'-0"

OF C

OV

ER

MIN.

DE

PT

H

CURB STOP

COPPER

CAST IRON PIPE

TAPS ON DUCTILE IRON OR

SERVICE INSULATOR FOR

SECTION

WATER MAIN

PLAN

1" TAP = 5'-0 MIN.

CORP 90 DEG.

CORP

6'-0" MIN.

2" OR LARGER TAP =

8'-0" MIN.

2" OR LARGER TAP =

IN DIRECTION OF THE TAP

1'-0 BELOW AND LEVEL

4'-0" MIN.

1" TAP =

insulation on the Tracer Wire.

preserve the integrity of the

Care must be exercised to

NOTE:

OF OTHER UTILITIES.

AND THE PROTECTION

SAFETY OF THE WORKMEN

NECESSARY FOR THE

OR SHEETED AS

TRENCH TO BE BRACED

SPECIFICATIONS

DES MOINES WATER WORKS

OF SECTION 02220 OF

SPECIFIED IN PART 2.2

USE BEDDING AS

TYPICAL TRENCH SECTION VOLUME OF GRAVITY BLOCK STANDARD CONCRETE THRUST BLOCKS

TRACER WIRE SPLICE DETAIL

POLYETHYLENE WRAP FIELD INSTALLATION DETAIL

VALVE BOX

VARIES

VALVE

GATE WATER MAIN

TEE

OF TEE.

ON BRANCH

FLANGE JOINT

ANCHOR OR

CONCRETE THRUST BLOCK.

SEE SPECIFICATIONS FOR

BEARING AREA. DO NOT

COVER TRACER WIRE.

HYDRANT STANDPIPE.

MIN. 18" ABOVE BOTTOM OF

BACKFILL WITH GRAVEL TO

CONCRETE CINDER BLOCK

HOLES OR TRACER WIRE.

DO NOT COVER HYDRANT DRAIN

SPECIFICATIONS FOR BEARING AREA.

CONCRETE THRUST BLOCK. SEE

MAIN TRENCH WALL

FINISHED GRADE

ANODE GROUND ROD

JOINT SHOE

MECHANICAL

HYDRANT WITH

5'

MINIM

UM

VA

RIE

S -

(2'-0" MIN)

IRON ANCHOR PIPE.

GLANDS OR DUCTILE

WITH RETAINER

DUCTILE IRON PIPE

1"

TOP OF OPERATING NUT.

TOP OF STATION TO BE 3" BELOW

2'-0" MINIMUM BURY. COLOR WHITE.

WITH ANCHOR TABS AT BOTTOM.

LOCKING CAP. 4'-0" IN LENGTH

ANODE GROUND ROD, AND

TERMINALS WITH 2 SHUNTS,

WIRE STATION WITH 3 INTERNAL

PLASTIC TRIANGLE TRACER

HYDRANT EXTENSIONS CANNOT BE USED.

OF 1" - 7" FROM FINISHED GRADE.

FIRE HYDRANT WITH A RANGE

WITH BARREL LENGTH TO SET

FIRE HYDRANT MUST BE INSTALLED

PER DES MOINES WATER WORKS STANDARDS.

TO BE WRAPPED WITH POLYETHYLENE ENCASEMENT MATERIAL

IRON PIPE, VALVE, FITTINGS, AND HYDRANT (BURIED PORTION)

NOTE:

1 1/4" RISER

STOP BOX WITH

ARCH PATTERN

CORPORATIONS.

BELL ON PIPE OR OTHER

DISTANCE OF 1'-6" FROM

HORIZONTAL. MINIMUM

TAPPED AT 45° ABOVE

NOT TO SCALE

SERVICE INSTALLATION

NOT TO SCALE

STANDARD HYDRANT ON WATER MAINS 16" OR LESS

NOT TO SCALE

TRACER WIRE DETAIL

NOT TO SCALE

TRACER WIRE RECEPTACLE DETAIL

NOT TO SCALENOT TO SCALE NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

3'-0"

MIN

1"

TA

P =

TA

P = 5'-0"

MIN.

2"

OR L

AR

GE

R

EXCAVATIONSTREET

BOXSTOP

PROPERTY LINE

LINECOPPER SERVICE

TO 6'-0", OUTSIDE CITY 1'-0" DISTANCE INSIDE CITY FROM 1'-0"

PIP

E O

R S

MA

LLE

R

5'-0"

MIN.

CO

VE

R F

OR 1

2"~

(TYP.)UNDISTURBED EARTH.

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LOCATIONS THEN FOLLOW SPACING

INTENDED CATHODIC PROTECTION

INSTALL FIRST ANODE WITHIN 10' OF

NOTE:

A

BC

D

E

STRAP CONNECTION SHUNT-SHORTING

STRAP CONNECTION SHUNT-SHORTING

WA

TE

R M

AIN

S 1

6"

OR L

ES

SC

AT

HO

DIC P

RO

TE

CTIO

N

A A

1"

2"

2"

EXPOSED COPPER

INSULATION

SLEEVE

WELD SLAG

EXO-WELD METAL

PIPE WALL

A

AELEVATION

SECTION A-A

SECTION A: VIEW THROUGH PIPE COUPLING

PIPE ISOLATION COUPLING

PIPE ISOLATION COUPLING (W/O RESTRAINT)

WELD METAL

EXOTHERMIC

PIPE WALL

DETAIL - EXOTHERMIC WELD CONNECTION TO PIPE

CABLE BOND ACROSS PIPE JOINT

BOND CABLE

EXPOSED PRIOR TO WELD

COPPER CONDUCTOR

FOR DUCTILE IRON PIPE (HORIZONTAL ONLY)

EXOTHERMIC WELD PROCEDURE

OR STRANDED COPPER CABLES.

FROM STRANDED/SOLID COPPER WIRES

2. STRIP OFF ABOUT 1" OF INSULATION

STRANDED COPPER BOND CABLES.

WIRE AND TO #2 AWG AND #4 AWG

#10 AWG WIRE AND SMALLER TEST

3. SLIP ON A COPPER WELD SLEEVE TO

BARE PIPE METAL PRIOR TO BACKFILLING.

TO COVER ALL EXPOSED COPPER AND

5. APPLY COLD-APPLIED MASTIC CAP

FROM THE TOP OF THE WELD METAL.

AFTER COOLING, REMOVE ALL SLAG

FLASH POWDER WITH A FLINT IGNITER.

WHILE HOLDING FIRMLY IN PLACE, IGNITE

OVER THE COPPER WIRE OR CABLE AND

4. PLACE THE WELD FURNACE DIRECTLY

FOLLOW MANUFACTURER'S SPECIFIC INSTRUCTIONS FOR STORAGE, HANDLING, AND USE.

DO NOT USE EXOTHERMIC WELD EQUIPMENT IF THE GRAPHITE FURNACE IS WET.

TEST BOX

CAST IRONSTANDARD PAVEMENT

CITY OF DES MOINES

NEW WATER MAIN (DIAMETER VARIES)

#12 AWG-TW COPPER WIRE

(PREFERRED LOCATION)

PRE-PACKAGED ANODE

EXCAVATION

LIMITS OF PIPE

PIPE BEDDING/BACKFILL

DMWW STANDARD

(ALTERNATE LOCATION)

PRE-PACKAGED ANODE

(PREFERRED LOCATION)

PRE-PACKAGED ANODE

SOIL OR COMPACTED SAND

NOTE: BACKFILL ANODE W/ 12" NATIVE

EARTH/ROCK

UNDISTURBED

ANODE INSTALLATION FOR DUCTILE IRON PIPE

FOLLOWER MIDDLE RING

BOLT

NUT

PIPE-END SEPARATOR

PIPE WALL

NOTE: FOR CONNECTIONS OF NEW DIP TO EXISTING CIP, USE DRESSER STYLE 39 OR APPROVED EQUAL.

TEE-HEAD & STEM

AWWA TAPER THREADSNYLON INSULATOR

BRASS ASSEMBLY THREADS

FLARED COPPER NUT

FOR DUCTILE IRON PIPE

PIPE JOINT CONTINUITY BONDING

ANODE INSTALLATION SPACING

( DO NOT USE PIPE SAW)

OR FLAT FILE TO EXPOSE BRIGHT SHINY METAL.

DEAD CENTER OF THE PIPE. USE A GRINDER

1. CLEAN A SMALL SQUARE AREA AT THE TOP

12" (MIN) 3" (MIN)

12" (MIN)

3" (MIN)

TO WATER MAIN

CONNECTION

WATER SERVICE LINE

CONNECTION TO

ON DUCTILE IRON PIPE

INSULATED CORPORATION FOR COPPER SERVICE LINES

CAP

MASTIC

CAP

MASTIC

PIPE ENDS

BOOT OVER BOTH

NITRILE ISOLATION

GASKET

ARMORED ISOLATION

NITRILE BUNA-N

CONNECTIONS

EXOTHERMIC WELD ANODE TO TEST STATION

12 GA RED WIRE FROM

WELDED TO PIPE

FROM TEST STATION

12 GA BLUE WIRE

WELDED TO PIPE

FROM TEST STATION

8 GA BLUE WIRE

CELL TO TEST STATION

FROM BURIED REFERENCE

14 GA YELLOW WIRE

TEST STATION TERMINAL BOARD

NE 14TH ST

NE 14TH ST

NE 14TH ST

NE 14TH ST NE 14TH ST NE 14TH ST

NE 14TH ST

NE 4

4T

H A

VE

NE 14TH ST

NE 4

3R

D A

VE

NE 14TH ST

NE 14TH ST

NE 4

6T

H A

VE

E B

RO

AD

WA

Y A

VE/

OVERHEAD

OV

ER

HE

AD

OV

ER

HE

AD

NE 5

0T

H A

VE

FRONTAGE ROAD

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2" W

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V4565 N

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6" W

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V4565 N

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T

JAMES LANDRUMBIG DOG BILLARDSPROPERTY OWNER: CASEYS GENERAL STORE

PROPERTY OWNER:

CA

SE

YS G

EN

ER

AL S

TO

RE

PR

OP

ER

TY O

WN

ER:

3/4" W

AT

ER S

ER

V4560 E 1

4T

H S

T

1" W

AT

ER S

ER

V4525 N

E 1

4T

H S

T

RAILROADUNION PACIFICPROPERTY OWNER:

6" W

AT

ER S

ER

V4435 N

E 1

4T

H S

T

CASEYS GENERAL STOREPROPERTY OWNER:



6" W

AT

ER S

ER

V4435 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4685 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4747 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4747 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4755 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4525 N

E 1

4T

H S

T

2" W

AT

ER S

ER

V1331 N

E 4

4T

H A

VE

1" W

AT

ER S

ER

V4300 N

E 1

4T

H S

T

2" W

AT

ER S

ER

V4301 N

E 1

4T

H S

T

1" W

AT

ER S

ER

V4330 N

E 1

4T

H S

T

3/4" W

AT

ER S

ER

V4377 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4510 N

E 1

4T

H S

T

2" W

AT

ER S

ER

V1410 N

E B

RA

OD

WA

Y

2" W

AT

ER S

ER

V5020 N

E 1

4T

H S

T

8" W

AT

ER S

ER

V4525 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4803 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4801 N

E 1

4T

H S

T

8" W

AT

ER S

ER

V4940 N

E 1

4T

H S

T

6" W

AT

ER S

ER

V4950 N

E 1

4T

H S

T

1" W

AT

ER S

ER

V4415 N

E 1

4T

H S

T

TON=5'

TON=6'

TON=5.5'

TON=7'

EDGE OF ASPHALT

INV=9' FROM

INV=4'

EDGE OF ROAD

TOP=4.5' BELOW

TON=4'TON=6.5'

TON=4' TON=3'

TON=7'TON=7'

TOP=8.5'

TOP=7.5'

TOP=3'

TOP=7.5'

TON=2'

TON=5'

ele

v850.4

8

1633

ele

v854.2

6

1634

ele

v857.3

9

ele

v858.7

4

TELETELE

121+00120+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 200+00 201+00 202+00 203+00 204+00 205+00100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00

SHEET 5

SH

EE

T I

ND

EX

NOT TO SCALE

SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12

NE 14TH ST

NE 4

3R

D A

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CONCRETE

CONCRETE

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D

2

VE

RTIC

AL

SCALE IN FEET

0

0

5

10

HORIZONTAL

10 20 40

TO NEW WATER MAIN OPPOSITE SIDE OF STREET.NEW 2" WATER SERVICE, STOP BOX, AND CONNECTION �TO NEW WATER MAIN SAME SIDE OF STREET.NEW 2" WATER SERVICE, STOP BOX, AND CONNECTION �TO NEW WATER MAIN SAME SIDE OF THE STREET.NEW 1" WATER SERVICE, STOP BOX, AND CONNECTION �TO NEW WATER MAIN OPPOSITE SIDE OF THE STREET.NEW 1" WATER SERVICE, STOP BOX, AND CONNECTION �

WATER SERVICESNOTES:

ASPHALT PARKING LOT REMOVAL & REPLACEMENT

CONCRETE SIDEWALK REMOVAL & REPLACEMENT

ASPHALT PAVEMENT REMOVAL & REPLACEMENT

TREE PROTECTION FENCE

MAXIMUM PAVEMENT REMOVAL WIDTH IS 5'

CONCRETE DRIVEWAY REMOVAL & REPLACEMENT

CONCRETE PAVEMENT REMOVAL & REPLACEMENT

PROPOSED PERMANENT EASEMENT AREA

BID D

AT

E: 04-0

3-2

018

1331 N

E 4

4T

H A

VE

2" W

AT

ER S

ER

V

4300 N

E 1

4T

H S

T1" W

AT

ER S

ER

V

4301 N

E 1

4T

H S

T2" W

AT

ER S

ER

V

4330 N

E 1

4T

H S

T1" W

AT

ER S

ER

V

TELE

100+00 101+00 102+00 103+00 104+00 105+00

GAS

CABLE

GAS

12" STORM

72" STORM

101+00 102+00 103+00 104+00 105+00

AND TESTINGBLOWOFF FOR CHLORINATIONMIN. 4" TEMPORARY VALVED

9'

W/ TRACER WIRENEW 12" WATER MAIN

9'

��

820

825

830

835

840

845

850

855

100+00

820

825

830

835

840

845

850

855

OVER NEW WATER MAIN

GROUND PROFILE

TO BE ABANDONED IN PLACEEXISTING 8" WATER MAIN

12" VALVESTA 100+45

REMOVE VALVE BOXCLOSE VALVE &

8" VALVESTA 101+03

�



& VALVE BOXREMOVE HYDRANT

12" x 8" TEESTA 101+03

12" 22.5° BENDSTA 100+54

8" 45° BENDSTA 101+03

8" 45° BENDSTA 101+07

CONNECT TO EXISTING8" SOLID SLEEVESTA 101+07

6" HYDT ASSEMBLYSTA 103+30


6" MIN

12" 22.5° BENDSTA 100+62

12" 22.5° BENDSTA 100+54

12" VALVESTA 100+45

12" SOLID SLEEVESTA 100+43

12" x 8" TEESTA 101+07

12" PVC C900 WATER MAINSTA 101+07 TO STA 104+46

18" MIN

WATER MAIN12" PVC C900STA 107+08STA 104+66 TO

POLYWRAPBONDED JOINTS, ANDW/ NITRILE GASKETS,12" DI CL52 WATER MAINSTA 104+66STA 104+46 TO

CONNECT TO EXISTINGINSTALL 12" SOLID SLEEVE

REMOVE EXISTING 12" VALVESTA 100+43





WATER MAINNEW 8" PVC C900

8" CAPSTA 100+51

MAINTAIN 5' MIN COVER

NEW 12" WATER MAIN

�

POLYWRAPBONDED JOINTS, ANDW/ NITRILE GASKETS,12" DI CL52 WATER MAINSTA 100+43 TO STA 101+07

12" 22.5° BENDSTA 100+62

ANODEMAGNESIUM

STA 100+50

ANODEMAGNESIUM

STA 100+92

ANODEMAGNESIUMSTA 104+50

AS NECESSARYHOLD POLE

ST

A 1

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GAS FO ELEC36" STORM

GAS

24" WATER

105+00 106+00 107+00 108+00 109+00 110+00

15'-0"

ST

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NE 1

4T

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TR

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8'

@ 4400 NE 14TH STREET

PERMANENT EASEMENT

PROPOSED 15'

12" 22.5° BEND

STA 108+45

30'-0"

�

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820

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OVER NEW WATER MAIN

GROUND PROFILE

TO BE ABANDONED IN PLACEEXISTING 8" WATER MAIN REMOVE VALVE BOX

CLOSE VALVE &

FOR FIRE SERVICE

12" x 6" TEE

STA 109+14

& VALVE BOXREMOVE HYDRANT

6" HYDT ASSEMBLY

STA 106+25

6" HYDT ASSEMBLY

STA 106+25

12" 22.5° BEND

STA 107+90

12" 22.5° BEND

STA 107+90


FOR FIRE SERVICE

12" x 6" TEE

STA 109+14

ON SHEET 13SEE DETAIL

12" VALVE

STA 107+80


12" SOLID SLEEVE

STA 107+10


12" x 8" TEE

STA 107+75

BONDED JOINTS, & POLY WRAPW/ NITRILE GASKETS,12" DI CL52 WATER MAINSTA 107+10 TO STA 107+30

SLEEVE

12" SOLID

STA 107+08

SLEEVE

12" SOLID

STA 107+30

6" HYDT ASSEMBLY

STA 109+50


NEW 12" WATER MAIN

NEW 8" DI CL52 WATER MAIN

ANODE

MAGNESIUM

STA 107+15

MAGNESIUM ANODE

STA 107+75

W/ ADDITIONAL FITTING

6" HYDT ASSEMBLY

STA 109+50

12" SOLID SLEEVE

STA 107+3012" VALVE

STA 106+20

12" VALVE

STA 106+20

CENTERED UNDER STORM

CASING PIPE

20' OF 20" PVC

12" 22.5° BEND

STA 108+45

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PROPERTY OWNER:UNION PACIFICRAILROAD

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TELE

110+00 111+00 112+00 113+00 114+00 115+00

110+00 111+00 112+00 113+00 114+00 115+00

ST

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NE 1

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T

15'-0"


@ 4400 NE 14TH STREET

PERMANENT EASEMENT

PROPOSED 15'

30'-0"

26'-0"

10'

BORE PIT

12' x 35' x 8'

50'-0" 50'-0"

90°

WITH CASING SPACERS

100' OF 20" STEEL CASING

STA 112+15 TO STA 113+15

820

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GROUND PROFILE


FOR FIRE SERVICE

12" x 6" TEE

STA 110+45


FOR FIRE SERVICE

12" x 8" TEE

STA 114+20


�



WITH CASING SPACERS

100' OF 20" STEEL CASING

STA 112+15 TO STA 113+15

5.5' MIN

FOR FIRE SERVICE

12" x 8" TEE

STA 114+20

FOR FIRE SERVICE

12" x 6" TEE

STA 110+45

20'-0"

46'-0"

12" 45° BENDSTA 113+30

12" 45° BENDSTA 113+33


RESTRAINED JOINT12" PVC C900 WATER MAINSTA 111+95 TO STA 113+30

12" 45° BENDSTA 113+30

12" 45° BENDSTA 113+33


5'-0"

2'-6"


NEW 12" WATER MAIN

W/ ADDITIONAL FITTINGS6" HYDT ASSEMBLYSTA 111+92

NE 14TH ST

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PROPERTY OWNER:CASEYS GENERAL STORE

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544

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TR

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15'-0"


NE 14TH STREET

EASEMENT @ 4570 & 4560

PROPOSED 15' PERMANENT

15'-0"

EASEMENT @ 4510 NE 14TH STREET


26'-0"

26'-0"

�

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GROUND PROFILE



FOR FIRE SERVICE

12" x 6" TEE

STA 116+58

�

FOR FIRE SERVICE

12" x 6" TEE

STA 115+67

�

JOINTS, AND POLYWRAPNITRILE GASKETS, BONDED12" DI CL52 WATER MAIN W/STA 117+55 TO STA 122+20

6" HYDT ASSEMBLY

STA 115+42

12" VALVE

STA 115+45

6" HYDT ASSEMBLY

STA 119+10

FOR FIRE SERVICE

12" x 6" TEE

STA 115+67 FOR FIRE SERVICE

12" x 6" TEE

STA 116+58

12" SOLID SLEEVE

STA 117+55

12" SOLID SLEEVE

STA 117+55

ANODE

MAGNESIUM

STA 118+21

ANODE

MAGNESIUM

STA 117+65

2'-6"

5'-0"12" VALVE

STA 115+45


VALVE BOXBARRICADE, &REMOVE HYDRANT,


STA 118+77

MAGNESIUM ANODE

& TEST STATION

ASSEMBLY

6" HYDT

STA 119+10 ANODE

MAGNESIUM

STA 119+33

ANODE

MAGNESIUM

STA 119+89


NEW 12" WATER MAIN

FOR FIRE SERVICE

12" x 6" TEE

STA 115+73

FOR FIRE SERVICE

12" x 6" TEE

STA 115+73

AS NECESSARY

HOLD POLE

W/ ADDITIONAL FITTINGS

6" HYDT ASSEMBLY

STA 115+42

NE 14TH ST

E B

RO

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WA

Y A

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121+00120+00 122+00 123+00 124+00 125+00

24" WATER

6' x 3' BOXCULVERT

TRAFFIC

8" WATER

120+00 121+00 122+00 123+00 124+00 125+00

ST

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12" 22.5° BENDSTA 121+82

12" 22.5° BENDSTA 121+61

NE 14TH STREET

EASEMENT @ 4560 & 4570


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27'-0"

12'-0"

�

12" VALVESTA 122+53

12" x 8" TEESTA 120+62

12" x 12" TEESTA 120+48


12" VALVESTA 122+53

ANODEMAGNESIUM STA 119+89

ANODE

MAGNESIUM

STA 122+11

SLEEVE12" SOLIDSTA 122+20

SLEEVE12" SOLIDSTA 122+20


ANODE

MAGNESIUM

STA 120+44

ANODE

MAGNESIUM

STA 121+00

ANODE

MAGNESIUM

STA 121+56





NEW 12" WATER MAIN

18" MIN

FLANGE12" BLINDSTA 121+87

W/ ADDITIONAL FITTINGS6" HYDT ASSEMBLY

STA 122+50

12" 22.5° BENDSTA 121+61

12" 22.5° BENDSTA 121+82

NE 14TH ST

NE 14TH ST

GRAVELGRAVEL

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125+00 126+00 127+00 128+00 129+00 130+00

125+00 126+00 127+00 128+00 129+00 130+00

ST

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10'-0"

FOR FIRE SERVICE

12" x 6" TEE

STA 127+78 FOR FIRE SERVICE

12" x 6" TEE

STA 128+42

14'-0"

6" HYDT ASSEMBLY

STA 125+90

FOR FIRE SERVICE

12" x 6" TEE

STA 128+42

FOR FIRE SERVICE

12" x 6" TEE

STA 127+78

NECESSARY

HOLD POLE AS

6" HYDT ASSEMBLY

STA 128+85

12" VALVE

STA 128+90

12" VALVE

STA 128+90



NEW 12" WATER MAIN

OUTSIDE OF TRENCH

RELOCATE TRIVIEW

OUTSIDE OF TRENCH

RELOCATE TRIVIEW


6" HYDT ASSEMBLY

STA 125+90

FITTINGS

W/ ADDITIONAL

6" HYDT ASSEMBLY

STA 128+85

REMOVE POST

NE 14TH ST

GRAVEL

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130+00 131+00 132+00 133+00 134+00 135+00

130+00 131+00 132+00 133+00 134+00 135+00

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FOR FIRE SERVICE

12" x 6" TEE

STA 134+03

FOR FIRE SERVICE

12" x 6" TEE

STA 134+00

FOR FIRE SERVICE

12" x 6" TEE

STA 131+40

FOR FIRE SERVICE

12" x 6" TEE

STA 132+56

REMOVE VALVE BOXCLOSE VALVE &REMOVE VALVE BOX

CLOSE VALVE &


22'-0"


6" HYDT ASSEMBLY

STA 132+35

12" 90° BEND

STA 135+17

FOR FIRE SERVICE

12" x 6" TEE

STA 131+40

FOR FIRE SERVICE

12" x 6" TEE

STA 132+56

FOR FIRE SERVICE

12" x 6" TEE

STA 134+03

FOR FIRE SERVICE

12" x 6" TEE

STA 134+00

CONTRACTORS EXCAVATION)& 12" VALVE (BY DMWW IN24" x 12" TAPPING SLEEVE

STA 135+17

TESTING IS COMPLETEREMOVE & PLUG AFTER

1" CHLORINATION TAP

135+25


HORIZONTALLY DIRECTIONAL DRILLRESTRAINED JOINT12" PVC C900 WATER MAINSTA 133+45 TO STA 134+55


8" CAP

STA 134+05

27'-0"


6" HYDT ASSEMBLY

STA 135+12

12" SOLID SLEEVE

STA 133+4512" SOLID SLEEVE

STA 134+55

12" SOLID SLEEVE

STA 134+55

12" SOLID SLEEVE

STA 133+45


NEW 12" WATER MAIN


6" HYDT ASSEMBLY

STA 132+35

LOOPS AS REQUIRED

REPLACE TRAFFIC

FITTINGS

W/ ADDITIONAL

6" HYDT ASSEMBLY

STA 135+12

ROTATE DOWN12" 90° BENDSTA 135+17

(TYP)LOOPSTRAFFIC

NE 14TH ST NE 14TH ST N

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AT

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GUARD RAIL

GUARD RAIL

GUARD RAIL

OV

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AD SIG

N

GUARD RAIL

200+00 201+00 202+00 203+00 204+00 205+00

8" SAN OUT OF SECTION

SAN MANHOLE (OUT OF SECTION)

24" GAS

4" GAS

GAS

200+00 201+00 202+00 203+00 204+00 205+00

ST

A 2

00+00 T

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TA 2

02+70

NE 1

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870

875

880

885

890

895

900

905

OVER NEW WATER MAIN

GROUND PROFILE


12" 90° BENDSTA 200+76


STA 200+76


1" CHLORINATION TAP

12" VALVE

STA 201+94

AND TESTINGBLOWOFF FOR CHLORINATION

MIN. 4" TEMPORARY VALVED

12" x 8" REDUCER

STA 202+70

8" VALVE

STA 202+70

8" SOLID SLEEVE

STA 202+70

8" SOLID SLEEVE

STA 202+70

12" SOLID SLEEVE

STA 201+15

STA 201+10

MAGNESIUM ANODE

ANODE

MAGNESIUM

STA 200+76



870

875

880

885

890

895

900

905

12" SOLID SLEEVE

STA 201+15

12" 90° BENDSTA 200+76

12" VALVESTA 200+76

AFTER TESTING IS COMPLETEINSTALL 12" SOLID SLEEVE

FOR FIRE SERVICE

12" x 8" TEE

STA 200+90

FOR FIRE SERVICE

12" x 6" TEE

STA 200+84

13'-0"


NEW 12" WATER MAIN

FOR FIRE SERVICE12" x 8" TEESTA 200+90

12" VALVE

STA 201+70

STA 201+80

12" VALVE

KEEP CLOSED

6" HYDT ASSEMBLY

STA 202+00

12" 90° BENDSTA 201+90

OPENS NORTH

12" CHECK VALVE

STA 201+80

12" x 12" TEE

STA 201+70


6" MIN


CHECK VALVE PITREMOVE

12" x 8" REDUCER

STA 202+70

LOOKS UP

12" 11.25 BEND

STA 202+65

LOOKS UP

12" 11.25 BEND

STA 202+65

ROTATE DOWN

12" x 12" TEE

STA 202+70

ROTATE DOWN

12" x 12" TEE

STA 202+70

12" x 12" TEESTA 201+90

VALVE BOXREMOVE HYDT &


12" 90° BENDSTA 201+70

SPOOL PIECE (TYP)12" DI FLANGE x PLAIN END


FOR FIRE SERVICE12" x 6" TEESTA 200+84

8" CAPSTA 202+68

8" CAPSTA 202+63

NE 44TH AVE

NE 1

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107+00

108+00

24" WATER

24" STORM

FO

24" WATER

E BROADWAY AVE/NE 46TH AVE

OV

ER

HE

AD

OVERHEAD

4560 E 14TH ST3/4" WATER SERV

PR

OP

ER

TY O

WN

ER:

CA

SE

YS G

EN

ER

AL S

TO

RE

TO

N=5'

TO

N=6'

121+00

120+00

NE 1

4T

H S

T

135+00

820

825

830

835

840

845

850

855

2

VE

RTIC

AL

SCALE IN FEET

0

0

5

10

HORIZONTAL

10 20 40

6" CONNECTION @ STA 107+75

RIGHT 50'LEFT 100' STA 107+75

820

825

830

835

840

845

850

855

12" x 8" TEE

STA 107+75

8" 45° BENDSTA 107+75

8" 45° BENDSTA 107+73

8" x 6" REDUCERSTA 107+73

12" x 8" TEE

STA 107+75

8" 45° BENDSTA 107+73

8" x 6" REDUCERSTA 107+73

820

825

830

835

840

845

850

855

820

825

830

835

845

850

855

840

RIGHT 50'STA 120+62LEFT 100'

2

VE

RTIC

AL

SCALE IN FEET

0

0

5

10

HORIZONTAL

10 20 40

8" CONNECTION @ STA 120+6212" CONNECTION @ STA 120+48

830

835

845

850

855

840

860

865

830

835

845

850

855

840

860

865

STA 135+17LEFT 100'LEFT 150'


STA 135+17

JOINTS, AND POLY WRAPW/ NITRILE GASKETS, BONDED12" DI CL52 WATER MAIN

8" 45° BEND

STA 120+64

8" 45° BEND

STA 120+62

8" VALVE12" x 8" TEE &

STA 120+62

12" VALVE

12" x 12" TEE &

STA 120+48

12" 45° BENDSTA 120+46

12" 45° BEND

STA 120+48

12" PVC C900 WATER MAIN

2

VE

RTIC

AL

SCALE IN FEET

0

0

5

10

HORIZONTAL

10 20 40

CONNECT TO EXISTING12" ISOLATION COUPLING

STA 120+46

TO EXISTING

VALVE & CONNECT

REMOVE EXISTING

8" ISOLATION COUPLING

STA 120+64

8" VALVE

STA 107+75

8" VALVESTA 107+75

12" CONNECTION @ STA 135+17

DE

TAIL

SN

E 1

4T

H S

TR

EE

T


1" CHLORINATION TAP


WATER MAINNEW 8" DI CL52

LOOKING DOWN

8" 45° BEND

STA 120+62

LOOKING UP

8" 45° BEND

STA 120+62

LOOKING DOWN

8" 45° BEND

STA 120+62

8" 45° BEND

STA 120+64

8" 45° BEND

STA 120+64

12" 45° BEND

STA 120+48

8" 45° BEND

STA 120+64

8" 45° BEND

STA 120+64

8" 45° BEND

STA 120+64

8" 45° BEND

STA 120+64

8" ISOLATION COUPLING

STA 120+64

12" 45° BEND

STA 120+46

COUPLING

12" ISOLATION

STA 120+46

LOOKING UP

8" 45° BEND

STA 120+62

MAGNESIUM ANODE

STA 120+58

8" 45° BENDSTA 107+75

JOINTS, AND POLY WRAPW/ NITRILE GASKETS, BONDEDRESTRAINED JOINT8" DI CL52 WATER MAIN

JOINTS, AND POLY WRAPW/ NITRILE GASKETS, BONDEDRESTRAINED JOINT8" DI CL52 WATER MAIN

MAGNESIUM ANODESTA 107+77

12" 11.25° BENDSTA 135+17

12" 11.25° BENDSTA 135+17

LOOKING DOWN12" 11.25° BEND

STA 135+17

LOOKING UP12" 11.25° BEND

STA 135+17

ROTATE DOWN

12" 90° BEND

STA 135+17

6" HYDT ASSEMBLY

STA 135+12


ROTATE DOWN

12" 90° BEND

STA 135+17

WATER MAINNEW 12" DI CL52



ROW

840

845

LEFT 30' LEFT 20'LEFT 40'

LEFT 30'LEFT 50' LEFT 40'LEFT 60'

LEFT 20'LEFT 30'LEFT 40' LEFT 10' LEFT 10'

840

845EDGE OF

ROAD

835

EDGE OFROAD


840

835

ROW


ROW

845

850

840

835


ROW

845

840

ROW

ROWLEFT 54'

PLLEFT 55'

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* APPROXIMATE BURY HYDRANT IS 6'. VERIFYIN FIELD PRIOR TO ORDERING HYDRANT.

NE 14TH STSTA 103+30SHEET 05








TELEFO

TELEFO

* APPROXIMATE BURY HYDRANT IS 5.5'. VERIFYIN FIELD PRIOR TO ORDERING HYDRANT.

2"GAS

2"GAS

2"GAS



HY

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6" 45° BENDS6" 45° BENDS

6" 45° BENDS


845

840

EDGE OFROAD


845

850

EDGE OFROAD


850

EDGE OFROAD

855

LEFT 20'LEFT 40' LEFT30'LEFT 50'

855

860

EDGE OFROAD


855

EDGE OFROAD

860

885

890

STA 202+00STA 201+90STA 201+80 STA 202+10

ROWLEFT 117'

ROWLEFT 95'

ROWLEFT 118'

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TRAF

24"GAS

24"GAS



HY

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6" 45° BENDS

6" 45° BENDS

6" 45° BENDS6" 90° BENDS

6" 22.5° BENDS

drawing index water w rks - des moines water workswater w rks water you can trust forlife vicinity...

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