HomeMy WebLinkAboutFORT COLLINS LOVELAND WATER DISTRICT SOUTH TAFT HILL ROAD WATER LINE EXTENSION - Filed W-WATER LINE - 2004-12-27I
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TAFT HILL ROAD WATER LINE EXTENSION
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GSNSIMI- NOTES.•
1.
ALL WATER LINE CON57PUC7701V SHALL CONFORM TO THE MOST CURRENT FORT
COLLINS-LOVELAND WATER DISTRICT STANDARD SPEC/FICARONS. ALL STREET REPAIR WORK
SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS FOR THIS
SITUATED IN THE SOUTHWEST
PROJECT AT THE TIME THE WORK COMMENCES.
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QUARTER OF SECTION 34,
2
THE TYPE, SIZE, NUMBER, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THE DRAWINGS IT SHALL BE THE RESPONSIBILITY OF THE
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M.,
LOCATION UNDERGROUND UTILITIES,
SHOWN OR NOT ON THE
(1-80DE
922 987) AND ANY OTTY LOCALTIN
EERRPERTI E T G SERVICESCATOLEAST 8
DRAWN
C.E.M.
CITY OF FORT COLLINS, COUNTY OF LA R I M E R ,
J.
HOURS PRIOR TO BE -GINNING THE WORK.
ALL AREAS DISTURBED BY THE CONSTRUCT/ON, WHETHER PUBLIC OR PRIVATESHALL BE
CHECKED
S.A. S.
RETURNED TO A CONDITION EQUAL TO OR BETTER THAN BEFORE THE DISTURBANCE OCCURRED.
DESIGNED
STATE OF COLORADO
THE CONTRACTOR SHALL LIMIT ALL CONSTRUCT/ON ACTll9TY TO BE WITHIN THE EXISTING R.O.W.
OR WITHIN THE LIMITS OF THE CONSTRUCTIONS EASEMENTS AS SHOWN ON THE PLANS.
C.E.M.
FILENAME
4.
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL
010--COVER
URLIT/ES AbUACENT TO OR AFFECTED BY THE WORK TO COORDINATE SCHEDULES. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEET/NG THE REOU/REMENTS OF ANY UTILITY
CONSTRUCTION PLANS
WHOSE FACILITIES ARE AFFECTED BY THE WORK.
5.
THE CONTRACTOR SHALL PERFORM THE WORK IN SUCH A MANNER AS TO LIMIT DISTURBANCES
TO LOCAL RESIDENTS OR TO TRAFFIC FLOW.
6.
IF DFWATER/NG IS NECESSARY FOR THE INSTALLATION OF URLIRES, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING A CONSTRUCT/ON SITE DEWATERING PERMIT FROM THE STATE OF
LOCATED IN THE
COLORADO.
7.
/7/E CONTRACTOR SHALL COORDINATE CONNECT/ON TO EXISTING WATER LINES W/TH THE
DISTRICT MAINTENANCE SUPERINTENDENT AND THE DISTRICT ENGINEER. UNLESS EXPRESSLY
GIVEN PERM/SS/ON OTHERW/SE, ONLY THE DISTR/CT MAINTENANCE SUPERINTENDENT SHALL
CITY
OF FORT COLLINS
OPERATE EXISTING WATER VALVES OWNED BY THE DISTR/CT.
8.
WORK AROUND MANY OF THE UNDERGROUND UT/L/TES W/LL REOUIR£ A REPRESENTATIVE FROM
THE UTILITY TO BE PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINARNG
ALL OBSERVATIONS AND INSPECTIONS WITH THOSE UTILITIES.
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9.
7HF CONTRACTOR SHALL B£ RESPONSIBLE FOR PROVIDING ALL NECESSARY OR REQUIRED
FLAGGERS, SIGNS, BARRICADES, FENCES, ETC.. TO ENSURE SAFE AND SMOOTH TRAFFIC FLOW
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DURING AND AFTER WORKING HOURS.
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10.
7HE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING THE LAND TO A COND/TON EOUAL
OR BETTER THAN THE CONDITION PRIOR TO BEGINNING THE WORK. THIS MAY INCLUDE, BUT
NOT BE LIMITED TO, PLACING TOPSOIL, SODDING, RESEEDING, MULCHING, AND REGRADING. THE
Q
INDEX
TO PLANS
CONTRACTOR SHALL RESEED ALL DISTURBED AREAS WITH AN EQUAL MIX OF WESTERN
W
WHEATGRASS AND BLUE GRAMA, DRILL SEEDED AT A RATE OF 11.40 PLS/AC. MULCH SHALL
BE ETHER STRAW OR GRASS HAY, APPLIED AT A RATE OF 2 TONS PER ACRE AND /S TO BE
MECHANICALLY CRIMPED INTO THE SOIL.
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COVER SHEET 1
II.
7WE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING 7HE RFOU/REMEN75 OF ALL FEDERAL,
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STATE, COUNTY, AND LOCAL LAWS AND REGULATIONS WHILE PERFORMING THE WORK.
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WATERLINE PLAN & PROF/LE - STA. 10-�-00. 00 TO 21 *00. 00 2
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WATERLINE PLAN & PROFILE - STA. 21400. 00 TO 31 *00. 00 i
12.
WHEN AN EXISTING ASPHALT STREET MUST CUT, THE STREET MUST RESTORED TO A
WATERLINE PLAN & PROFILE - STA. 31 f 00. 00 TO 36f 70, 00 4
COND/TON EQUAL TO OR BETTER O THAN ITS ORIGINAL CONDITION. THE EX/XI STING STREET
THE
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CONDITION SHALL BE DOCUMENTED BY CITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS
M�
PUMP STATION CONNECTION DETAIL 5
ARE MADE. PATCHING SHALL BE DONE /N CONFORMANCE WITH THE CITY OF FORT COLLINS
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WATERLINE CONSTRUCT/ON DETAILS 6
"STREET REPAIR AND RECONSTRUCTION STANDARDS AND GUIDELINES" THE FIN/SHED PATCH
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to
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CORROSION DETAILS 7-8
SHOULD BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE
PAVED WITH AN ASPHALT LAY -DOWN MACHINE. /At STREETS WHERE MORE THAN ONE CUT 15
MADE, AN OVERLAY OF THE ENT/RE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE
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REOUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE
,
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CITY ENGINEER AT THE TIME THE CUTS ARE MADE.
13.
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE CITY
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ENGINEERING DEPARTMENT (221-6605) AND THE EROSION CONTROL INSPECTOR (227 -6589)
TWENTY-FOUR (24) HOURS ADVANCE NOTICE
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14.
PR/OR TO COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFF/C SIGNS OF ANY
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LEGEND
TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS STREETS DIVISION, WHO
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WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR,
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ABBREVIATIONS
BUTTERFLY VALVE AAID BOX
IF HE CON7RACrOR
SAND HRE/NST HTHE E CSIGNAASONEED£D.B£
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CHARGED D FORWEVER,
THE LABOR, MATERIALS EOU/PMENTI TO LL
- GATE VALVE AND BOX
15.
ALL DAMAGED EX/SRAIG CURB, GUTTER AND SIDEWALK SHALL BE REPLACED PRIOR TO
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CONCRETE THRUST BLOCK
ACCEPTANCE OF COMPLETED IMPROVEMENTS.
ADS ADVANCED DRAINAGE SYSTEM
(CORRUGATED POLYETHYLENE PIPING) 4 ►♦ RRE HYDRANT ASSEMBL Y
16.
ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH TVE STATE OF COLORADO PERMITTING
LL
BVC BEGIN VERTICAL CURVE
0
PROCESS FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACT/V/TY . FOR
D. /. P. DUCTILE IRON PIPE
O MANHOLE
INFORMAT/ON, PLEASE CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL
=
END CURVE
D/V/S/ON, WOCD-PE-B2, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80222-1530
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FHEvc
HYDRANVFRUCAtT
F.H. FIRE HYDRANT EXIST/NG SANITARY SEWER LINE
FL FLOW LINE O- — —
, PHONE 3O3 692-3590. LDENT/FY/NG THE
ATTENTION.• PERMITS AND ENFORCEMENT SECTION ( )
LL
GTV GATE VALVE �-
NEED FOR A PERMIT, PREPARING THE APPL/CATION, AND PAYING FOR THE REVIEW AND
_
- EXISTING CONTOURS
HP HIGH POINT - l -' '
SUBMITTAL FEES NECESSARY TO SECURE THIS PERMIT, WILL BE THE RESPONSIBILITY OF THE
L.F. LINEAL FEET
CONTRACTOR.
LP LOW POINT - - - - - EASEMENT LINE
M.H. MANHOLE
17.
ALL RECOMMENDATONS OUTLINED IN THE SOILS REPORT FOR THE TAFT HILL ROAD WATERLINE
MIN. MIN/MUM EXISTING STORM SEWER L/NE
EXTENSION SHALL BE COMPLIED WITH. THE SOILS REPORT WAS DONE BY TERRACON, 301 N.
PC POINT OF CURVATURE
HOWES STREET, FORT COLLINS, COLORADO 80521, (970) 484-0359.
PCR POINT OF CURB RETURN O CATHODIC PROTECT/ON TEST STATION
P/ POINT OF INTERSECT/ON
18.
77-E PROJECT BENCH MARK SHALL BE C/TY OF FORT COLLINS B.M. 19-94, LOCATED ON THE
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PRO POINT OF REVERSE CURVE SOILS BOR/NC LOCATION (NUMBER)
WEST SIDE OF SOUTH TAFT HILL RD. 100 FEET NORTH OF OLD WEST HARMONY RD.
PT POINT OF TANGENCY
INTERSECT/ON, ON TOP OF THE EAST END OF SOUTH CONCRETE RETAINING WALL FOR A
PVC POLYVINYL CHLORIDE (PIPE)
NATURAL GAS HOUSING UNIT. THE ELEVATION /S 5127.59 FEET. THIS BENCH MARK IS NOT TO
PV/ POINT OF VERTICAL INTERSECTIONEXISTING FENCE LINE
BE DISTURBED DURING THE COURSE OF WORK.
RCP REINFORCED CONCRETE PIPE EXISTING CABLE TV
ROW RIGHT OF WAY TC/ OF FORT COLLINS
STA. STATION
T.B. THRUST BLOCK EXISTING UNDERGROUND ELECTRIC
FORT COLLI NS- LOVELAND WATER DISTRICT
TST, INC.
7YP. TYPICAL POUDRE VALLEY REA
SOUTH FORT COLLINS SANITATION DISTRICT
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UTILITY PLAN APPROVAL
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FORTI COLLINSRLO ELAND WATER DISTRICT
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DATE
MAY 2000
EXISTING GAS LINE
DATE:
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SOUTH FORT COLLINS SANITATION DISTRICT t970> 226-0%7
UTILITY PLAN APPROVAL JOB HD 0918-010
SCALE HOR/Z. 1 " = 10'
APPROVED: WRr..• 1" = 2'
Manager DATE
DATE: I' /P' 00
MAY 2000
SHEET
APPROVED: 5 OF 8
ystems Engineer
DATE: 4'-,/N
NOTES:
1. USE 2" AIR VALVE ASSEMBLY.
2. THE DISTANCE BETWEEN RUNGS, CLEATS,
AND STEPS SHALL NOT EXCEED 12"
AND SHALL BE UNIFORM THROUGHOUT
THE LENGTH OF THE LADDER.
3. LADDER RUNGS ARE REQUIRED
IN PRECAST CONCRETE MANHOLES.
12'
MIN.
RPE
ZONE pA
4' MN.
24.0 MANHOLE
CONCRETE EXTENSION COLLARS RING & COVER
(FROST PROOF)
GROUND LINE CL
60"0 PRECAST CONIC.
FLAT M.H. COVER
APPROVED
MASTIC
60"s PRECAST
CONC. M.H.
BRACE L2"x2"x%p _
CONC. .
9"xl'-0"x9'-O" REINF."
WITH BAR STEEL AS
SHOWN.
PAVCMETR IF REOUIRM
EA
CAIlTVLLY OMPAC1r.0
SELECT MATERIAL
CANETULLT COMPACIM
SELECT MATERIAL
COMPACTED aRANLtM
MATERIAL
TRENp1 BACOU
BEDDIMO ZONE (SEE ABObt:)
PIPE SUINGRADE. STAMUZAT04
MATERIAL IF REQUIRED
TRENCH ZONES
TRENCH AND BEDDING DETAIL
12" 1 12"
ELEVATION
�— 6" s 90' BEND
W/ SCREEN
i
7
BREAK -AWAY
n COUPLING
6. 0 VENT
PIPE
6" 0 90' BEND
�- 2-2" THREADED VACUUM VALVES
/ 2-2" BUTTERFLY VALVE W/ HAND LEVER
EL2-2" I.P. THREADED OUTLETS
G PIPE
9' I
2" AIR VACUUM
VALVE INSTALLATION
SCALE: N.T.S.
WYa
KARMC-
SURFACE
,1,xLEEo.J
soE
P1LlSF TYPICiI CROSS-SECTION
GENERAL NOTES
1. Beorling surface areas, of in Mart we IninimOrn.
1
T #4 O 18"
p
3 — /6 CONT.
(TYP.)
JOTMG DETAIL
MINIMUM BEARING SURFACE AREA
(50. FT.)
PIPE
BENDS
TEE
512E
1I 1/4'
2 1/e•
45'
90'
OR
PLUG
6•
0.7
1.4
2.9
5.3
as,
a.
1.2
2.5
3.0
9.3
6.5
1z'
26
a2
10.2
18.0
13.3
2. All Fittings, to be wopped with polyethylene.
3. Dote In table Is based on IT pgdfne lest proswrs of
100 Pei and o sell beortrlg copoctty of 1,000 b/sa It,
Adjust the dimensions os required to wit the field
conditions eneountered by Engineer.
, ma
A 013.13604 k 11 161 w w s
is,• eee44•
•144He die.
4e4eeee..4
- i O�•OO��i�iO�i E -
iOSeiWi4i40.'d
e�444�4f�e�4�4�44�
NOTES:
1. USE 3" MR AND VACUUM VALVE ASSEMBLY.
2. THE DISTANCE BETWEEN RUNGS, CLEATS,
AND STEPS SHALL NOT EXCEED 12"
AND SHALL BE UNIFORM THROUGHOUT
THE LENGTH OF THE LADDER.
3. LADDER RUNGS ARE REQUIRED
IN PRECAST CONCRETE MANHOLES.
FINE N,DRAW
TYPICAL FIRE HYDRAI
FORT COLLINS - LOVELAND
WATER DISTRICT
CONIC. "+. r,, onoc oTrRro
9"xt'-0"x9'-O" REINF.
WITH BAR STEEL AS
SHOWN.
CONCRETE EXTENSION COLLARS
GROUND LINE - \
72"0 PRECAST CONIC.
FLAT M.H. COVER
72"0 PRECAST —�
CONIC. M.M.
BRACE L2"x2"x%*
24"0 MANHOLE
RING & COVER
r (FROST PROOF)
CL
_ Qa
APPROVED
MASTIC ( P.)
6-
4' I.P. FLANGED OUTLETS J 18" 18"
W/ BLIND FLANGE
ELEVATION
6" is 90' BEND
W/ SCREEN
I
( BREAK -AWAY
'4 I COUPLING
2'
6" s VENT
PIPE
6" 0 90' BEND
2-3" FLANGED VACUUM VALVES
2-3" BUTTERFLY VALVE W/ HAND LEVER
2-4"x3" REDUCERS
2-4" I.P. FLANGED OUTLETS
CL PIPE
3" AIR VACUUM
VALVE INSTALLATION
SCALE: N.T.S.
DATE APPROVED:
NOVEMBER 23. 1983
PAVED STREET
OPERATORS ARE TO BE LOCATED
ON THE RIGHT SIDE OF PIPE
FACING DOWNSTREAM
BUTTERFLY VALVE
�4 A 18"
V_W4
3 - #6 CONT.
(TYP.)
)OTING DETAM
`j
DRAWN _
C.E.M.
CHECKED
S.F.H.
DE51GNLD
C.E.M.
FILE.NAMC.
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FORT COLLINS-LOVELAND WATER DISTRICT
SOUTH FORT COLLINS SANITATION DISTRICT
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UTILITY PLAN APPROVAL
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TST, INC.
Consulting Engineers
748 Whcie Woy Bldg 0
Fort CoMms, CA 80525
(970) 226-0557
JOB NO.
0918—Of0
SCALE
N. T.S.
GATE
MAY 2000
SHE Ll
6 of 8
G 1 254
VERTICAL STEEL, CAST, OR
VC IRON SURFACE
ORIZONTAL STEEL, CAST,-
R DUCTILE IRON SURFACE
IERMITE WELD WIRE
)NNECTION, TYP
IERM/TE WELD CAP,
YP, SEE NOTE 6
WIRE, TYP,—� FILE OR GRIND WELD AREA-----
SIZE VARIES TO BRIGHT METAL, TYP
N9J_ES:
1. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF 110 AWG AND
SMALLER WIRE.
2. USE COPPER SLEEVE FOR THERMITE WELDING OF #4 AND /2 AWG JOINT
BONDING WIRES.
3. WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO SURFACE SHAPE,
MATERIAL, AND HORIZONTAL OR VERTICAL SURFACE. CONSULT WELDER
MANUFACTURER FOR RECOMMENDED WELDER AND CARTRIDGE.
4. FOR MULTIPLE WIRE CONNECTIONS TO PIPE SEPARATE THERMITE
WELD WIRE CONNECTIONS BY ONE PIPE DIAMETER MINIMUM, 2'-0-
MAXIMUM.
5. USE 15 GRAM MAXIMUM SIZE WELD CARTRIDGES FOR CONNECTIONS
TO PETROLEUM AND NATURAL GAS PIPELINES OR STRUCTURES.
WIRE CONNECTIONS SHALL BE AS SPECIFIED AND APPROVED BY THE
OWNER.
6. COMPLETE THERMITE WELD CONNECTIONS IN ACCORDANCE
WIT 13903
6, COAT COMPLETED THERMITE WELD CONNECTIONS WITH ROYSTON
HANDYCAP ll AND 747 PRIMER OR HEAT SHRINK AS SPECIFIED.
7. COLOR CODE WIRES ACCORDING TO WIRE COLOR CODE Cl3902
WIRE CONNECTION FOR VERTICAL
AND HORIZONTAL SURFACES I3goI
NTS
ALL DESIGNS, DRAWINGS, SPECIMATIONS. DOCUMENTS, AND THE
IDEAS AND DESIGNS INCORPORATED HERIN, AS AN INSTRUMENT OF
PROFESSIONAL SERVICES IS THE PROPERTY OE RUSTNOT AND IS
Nor TO BE USED /N WHOLE OR IN PART FOR ANY OTHER PROJECT
UTHOUT THE WRITTEN AUTHORIZATION OF RUSTNOT.
CRUSTNOT TO"
J12 AWG INSULATED COPPER
WIRE, TYP OF 2
FLEXIBLE OR
EXPANSION
COUPLING t
STD DET
E)
#2 AWG STRANDED COPPER
WIRE WITH HMWPE
INSULATION
WELD CAP,
\TYP EACH WELD,
OTHERS NOT SHOWN
WIRE CONNECTION, TYP, -
SEENO
13901
NUMBER OF JOINT BONDS AT EACH JOINT
AS SPECIFIED.
FLEXIBLE JOINT BOND 13906
NTS
ALL DESIGNS, DRAWINGS. SPECIFICATIONS, DOCUMENTS. AND THE
IDEAS AND DESIGNS INCORPORATED HERIN, AS AN INSTRUMENT OF
PROFESSIONAL SERVICES IS THE PROPERTY OF RUSTNOT AND IS
NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT
FOUT THE WRITTEN AUTHORIZATION OF RUSNOT.
RUSTNOT 1999
STD DET
E)
INSULATED COPPER WIRE,
WIRE SIZE VARIES, TWO
WIRES READ FOR TEST
STATION INSTALLATIONS
ONLY, FOR COLOR CODE
SEE BELOW
ONE PIPE DIA
MINIMUM, 2'-0-
MAXIMUM
THERMITE WELD CAP,
TYP, NOT REQUIRED
FOR CEMENT COATED
PIPELINES
FILE OR GRIND
WELD AREA TO
BRIGHT METAL
THERMITE WELD
WIRE CONNECTION, TYP
STEEL, CAST, OR DUCTILE
WIRE COLOR CODE IRON PIPELINE
1. PIPELINE TEST WIRES:
WATER - BLUE
FOREIGN PIPELINES - WHITE OR AS REQUESTED BY
FOREIGN PIPELINE COMPANY
2. UNPROTECTED PIPELINE - BLACK
3. CASINGS - ORANGE
4. ANODE LEADS - BLACK
5. REFERENCE ELECTRODE WIRES - YELLOW
ALL DESIGNS DRAWINGS SPECIFICATIONS DOCIN/ENIS AND THE
STD DET
PR AND AL CR9 INCORPORATED HERIN A$ AN 9VSTRVMENT Of
PROFESSIONAL USED.
IS THE PROPERTY OF ANYRUSWTOTHER
AND IS
O
NOT TO BE USED. IN WHOLE OR RJ PART FOR ANY OTHER PROJECT WIFF��I! WITHOUT THE WRlfTEN AUTHORIZATION OF RUSNOT.
OC RUSNOT 1999
/� FLINT GUN- SPARK IGNITES HANDY CAP
nC:::: STARTING POWDER
HMIDLE PRIMER
MOLD LIDS
_/ SIARRNC POWDER (MAGNESIUM)
F`{t.:.' _CAVITY IN WELDER \
SIN(, \mFRIVITE WELD
%'z - WELD METAL - IGNITES !
BURNS THROUGH DISC FINISHED WELD
METAL DISC (WIRE BRAZED TO PIPE)
GRAPHITE WELDER MOLD
PIPE R FITTING
IRON/STEEL-PLASnc CAPSULE
PIPE LE FITTING WELD METAL AND LID
COPPER SLEEVE OVER W7RE CHARGEZ.STARTING POWDER.
WIRE f. SQUEEZE CAPSULE TO
THERMITE WELD REMOVE
USE CAST IRON CHARGES FOR DUCTILE IRON IY _LD METAL CAPSULE —
AND CAST IRON PIPE OR FITTINGS. USE STEEL (TYPE AND SIZE VARY)
CHARGES FOR STEEL PIPE OR FITTINGS
FILE STRU.MW CONNECTION AREA (2"R20) TO
STEP 1
BARE SHINY METAL d CLEAN. ALL WIRE WELDS
SHALL BE A MINIMUM OF 6" APART.
STRIP INSULATION FROM WIRE. ATTACH COPPER
STEP 2
SLEEVE
SPECIFIEo)
OINT BONDUIRED WIRES AS
FILL MOO w/PowoER t CLOSE L/0. HOLD Mao
STEP 3
FIRMLY W10PENID AWAY FROM OPERATOR t IGNITE
REMOVE SLAG FROM CONNECTION R TAP WELD
STEP 4
FOR SOUN'ONESS W/HAMMER.
CLEAN 3 COAT CONNECTION d EXPOSED STRUCTURE
SURFACE PRIMER & COATINGS. PAIR
STEP S
PIPE COA71ING PERFIED COATING MANUFACTURERS
RECOMMENDATION.
XE OTHERMIC WELD
THERMITE WELD AND WIRE CONNECTION 13903
ILLS
ALL DESIGNS, DRAWINGS. SPECIFICATIONS, DOCUMENTS, AND r'
IDEAS AND DESIGNS INCORPORATED HERIN, AS AN 1NSTRUMCNT OF
PROFESSIONAL SERVICES IS THE PROPERTY OF RUSFNOT AND IS
NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT
WITHOUT THE WRITTEN AUTHORIZATION OF RUSTNOT.
O RUSTNOT 1999
E)
STD DET
INSTALLATION TEST STATION TYPE
P POST MOUNT T - STANDARD
F FLUSH MOUNT F - FOREIGN PIPE CROSSING
C - CASING
A - ANODE
I - BURIED INSULATOR
XB - CROSS BOND
IR-E - REFERENCE ELECTRODE/PLASTIC PIPE
IR-C- REFERENCE COUPON/PLASTIC PIPE
EXAMPLE TEST STATION
INSTALLATION TYPE TYPE
POST MOUNT- CASING TEST STATION
NOTES
1. TEST STATIONS SHALL BE INSTALLED AT THE APPROXIMATE
LOCATIONS GIVEN IN THE SCHEDULE OR AS APPROVED BY THE
ENGINEER IN THE FIELD. ACTUAL LOCATIONS AND TYPE MAY VARY
DEPENDING UPON ACTUAL FIELD CONDITIONS ENCOUNTERED.
2. ADDITIONAL TEST STATIONS SHALL BE INSTALLED IF UNKNOWN
FIELD CONDITIONS OR FOREIGN PIPE LOCATIONS ARE ENCOUNTERED
DURING CONSTRUCTION. THESE ADDITIONAL TEST STATIONS SHALL
BE LOCATED AND CONSTRUCTED AS APPROVED BY ENGINEER IN
THE FIELD.
3. REFER TO "CP" SERIES DRAWINGS FOR TEST STATION DETAILS.
4. INSTALL REFERENCE ELECTRODES, COUPONS, OR ANODES, ETC.,
ONLY AT LOCATIONS NOTED ON SCHEDULE.
TEST STATION LEGEND 13904
NTS
ALL DESIGNS OMAN NOS, SPECIFFCATIONS, DOCUMENTS, AND THE
IDEAS AND 3E$IGNS INCORPORATED HERIN, AS AN INSTRUMENT OF
PROFESSIONAL SERVICES /S THE PROPERTY OF RUSTNOT AND IS
NOT TO RE USED. IN WHOLE OR IN PART FOR ANY OTHER PROJECT
IC ROUT THE WRITTEN AUTHORIZATION OF RUSNOT.
ROSNOi F999
STU UEI
E)
PUSH —ON PIPE JOINT
WELD CAP, TYP
,x
f2 AWG STRANDED COPPER - -
WIRE WITH HMWPE INSULATION
WIRE CONNECTION, TYP, SEE 13901
BOLTED OR MECHANICAL
WELD CAP, TYP JOINT BOND
0
8
#2 AWG STRANDED COPPER
WIRE WITH HMWPE INSULATION
WIRE CONNECTION, TYP, SEE 13901
NOTES:
I. NUMBER OF JOINT BONDS AT EACH JOINT AS SPECIFIED
2• PUSH -ON & MECHANICAL JOINT SHOWN, TYP. OF ALL JOINT TYPES.
INSULATED WIRE JOINT BOND
NTS 13905
ALL OESNM ORAWNLCS. SPECIFICATIONS DOCUMENT$ AND THE STD DET
ERE°IN AS AN INSTRUMCNT Of
IDEAS AND LSES/GNS INCORPORATED N
PROFESSIONAL SERVICES IS THE PROPERTY Or RUSTNOT AND IS
NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT
OUT THE WRITTEN AUTHORIZATION OF RUSTNOT.
C RUS NOT 2000 E)
WELD CAP, TYP BOLTED JOINT
THERMITE WELD WIRE CONNECTION
AT PUNCHED HOLE IN STRAP,
TYP OF 5, SEE BELOW TWO -HOLE BARE COPPER
FIVE HOLE BARE STRAP BOND PIPE JOINT CO AWG STRANDS THERMITE WELD CAP, TYP EACH
COPPER STRAP COPPER WIRE WITH WELD, OTHERS NOT SHOWN
HMWPE INSULATION
THERMITE WELD WIRE
WELD CAP, TYP CONNECTION, TYP,
SEE 13901
#2 AWG STRANDED COPPER
WIRE WITH HMWPE INSULATION
WIRE CONNECTION, TYP, SEE 13901 COPPER STRAP
NOTES: THERMITE WELD
1/16" MIN. COPPER CONNECTION THERMITE WIRE WELD CONNECTION AT PUNCHED
I. NUMBER OF JOINT BONDS AT EACH JOINT AS SPECIFIED STRAP BOND HOLE IN STRAP, TYPICAL EACH END - SEE 13908
2. BOLTED JOINT SHOWN, TYPICAL OF ALL JOINT TYPES.
3. UTILIZE ON BOLTED CONNECTIONS UNLESS HEAT NOTES• J12 AWG INSULATE UNPROTECTED
SHRINK SLEEVE AND STRAP BONDS SPECIFIED PIPELINE
1. PUSH -ON JOINT SHOWN, TYPICAL OF ALL JOINT TYPES. COPPER WIRE
T/2" PUNCHED HOLE 2. FORM COPPER STRAP TO JOINT PROFILE. INSULATING NYLON SLEEVE
BOLTED JOINT BOND 13907 �i1.,/t' 3 SHALL COMPLETELY COVER JOIN BOND STRAP.
PROTECTED
NTS 4. NUMBER OF STRAP BONDS AT EACH JOINT AS SPECIFIED. PIPELINE
NOTES•
1. NUMBER OF STRAP BONDS AT EACH JOINT AS SPECIFIED.
2. FORM COPPER STRAP TO JOINT PROFILE.
3. HEAT SHRINK JOINT COATING (NOT SHOWN) SHALL COMPLETELY INSULATED FLEXIBLE COUPLING 13910
covfR JOINT BOND STRAP. COPPER STRAP JOINT BOND 13909
NNTS
TS
COPPER STRAP
FLEXIBLE JOINT BOND r3go8
--. SPECIFICATIONS DOCUMENTS AND NC
auwnIN 9PECRTC T
ALL DES D SDRAWIGNS IRS. SPccRTc"}RNY$, DOCUMCNTS. AND THE STD DET ALL p[SFONS, ORAWNOS, sPECIfICATHEW DOCUMENTS. AND THE STD DET PROFIDEASDEMONS
&SIGNS SERVICES
INCORPORATED IS THE P HERIH AS AN INfTr AND T of STD DE
PROF AND DESIGNS WS IS THE
P NERTY AS US INSTRUMENT OF ALL OESFONS, DESIGNS
INC SPECIFICATIONS, OOCINIEMTS, ANO /HE STD DET IDEAS AND AL SEES INCORPORATED HEWN. AS AN INSTRUMENT OF NOT TO
U D, NCE$ I$ THE PROPERTY OF AMY OTT AND IS
O
IN AN iN TRUMENT DF
NOT TO Of U SERVICES IS THE PROPERTY OF RUSTNOT AND O IDEAS AND DESIGN$ INCORPORATED VIER AS S PROFESSIONµ SERVICES IS THE PROPERTY OF RUSNOT AND H NOT TO BE USED, IN WHOLE OR TI PART FOR ANY OTHER PROJECT
NOT 70 BE USED, IN WHOLE OR TI PART FOR ANY OVER PROJECT NOTTO
RE ALD.INSERVICES IS THE PROPERTY OF RUSTNOT R P O NOT TO BE USED, NI WHOLE UTH IZ TI PART FORRUS ANY OTHER PROJECT '/�(/^/jJ�' NOW THE WRITTEN AUTHORIZATION OF RUSTNOT. 0
(D RUSTNOT
ONE WRITTEN AUTHORIZATION OF RUSTNOT, ® 99
( RUS1 THE WRITTEN
IN WHOLE OR TI PART FOR ANY OVER PROJECT ® �RW m0 E 1"9 EN AUTHORZZATOR! Of RUSTNOT. Y
OC RUSTNOT 2000 JTHOIIT Nf WRITTEN AUTNORIUFION Of RUSTNOT. / I C RUSTNOT I999
9
DRAWN
M.A.A.
CHECKED
S.A.S.
DLSiGNLD
W.S.
FILENAME
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TST, INC.
FORT COLLINS—LOVELAND WATER DISTRICT 748 Whom^WRy BIAg 0
Fowt lins. CO
SOUTH FORT COLLINS SANITATION DISTRICT (9 02176-0557W595
UTILITY PLAN APPROVAL JOB NO. 0918-010
A..-� SCALE
APPROVED: N. rs
Monog9T DATE
DATE: l I f • 00 MAY 2000
$RESIT C R
APPROVED:A (/ ■ v
Systems E gineer Or
DATE: -
U JL &.0 L
INSULATING WASHER, TYP
STEEL WASHER, TYP
INSULATING SLEEVE,
LENGTH DESIGNED
TO EXTEND TO NUT
FACE ON EACH SIDE
OF FLANGE
— FULL FACE INSULATING
GASKET
UNPROTECPROTECTED
PIPELINE PIPELINE
FLANGE, TYP
NOTES:
1. ABOVE GRADE INSULATING FLANGE INSTALLATION SHOWN.
2. FOR BURIED OR SUBMERGED INSULATING FLANGE INSTALLATION
DO NOT INSTALL INSULATING WASHER ON PROTECTED SIDE OF
INSULATING FLANGE.
J. COAT BURIED OR SUBMERGED INSULATING FLANGES AFTER
ASSEMBLING JOINT AND WRAP WITH BUTYL RUBBER ADHESIVE,
POLYETHYLENE BACKED TAPE.
INSULATED FLANGE 13s 1 1
NTS
ALL DESIGNS DRAW NCS, SPECNfCATK)Ni OOCUNFN7S ATID INE
IDEAS AND TIESIGNS INCORPORATED HERI , AS AN MSITZWI OF
PROFESSIONAL SERVICES IS THE PROPERTY OF RUSTNOT AND IS
N07 TO RE USED, IN WHOIF OR IN PART FOR ANY OTHER PMFCT
ITHOUT THE WRITTEN AUTHORIZATION OF RUSTNOT.
6 RUSTNOT 199.9
STD DET
E)
4"
BUILD UP W/MASTIC TO
PROVIDE SUPPORT FOR
HEAT SHRINK SLEEVE
PIPE JOINT
HEAT SHRINK SLEEVE
HEAT SHRINK SLEEVE
NOTES:
1. PUSH -ON JOINT SHOWN, TYPICAL OF ALL JOINT TYPES.
2. MASTIC SHALL BE AS RECOMMENDED BY MANUFACTURER
OF THE HEAT SHRINK SLEEVE.
3. APPLY HEAT SHRINK SLEEVE PER MANUFACTURER'S
DIRECTIONS.
HEAT SHRINK JOINT
NTS
13917
ALL MA MS, DRAWTROS, SPECIFICATIONS, DOCUUMM AND THE STD DET
IDEAS AND AL Sf V INCORPORATED HERIN, A$ AN INSTRUND I OF
PROFESSIONAL SERVICES IS THE PROPERTY OF ANY OTHER
AND rs
NOT 70 BE USED, IN WHOLE OR TI PART FOR ANY OTHER PROJECT
WITHOUT TNC WRITTEN AUTHORIZATION Of RUSTNOT.
O RUSTNOT 1999 0
OVERLAP MIN 4"
OR AS SPECIFIED
BUILD UP W/MASTIC OR
SKIRTING TO PROVIDE SUPPORT
FOR HEAT SHRINK SLEEVE
METALLIC PIPE,
TYP.
HEAT SHRINK SLEEVE
NOTESr
1. MASTIC OR SKIRTING SHALL BE AS RECOMMENDED
BY MANUFACTURER OF SHRINK SLEEVE.
2. CORROSION PROTECTION IS SHOWN FOR
FLEXIBLE COUPLING. PROTECTION OF
GROOVE COUPLINGS, FLANGED COUPLINGS
ADAPTERS AND FLANGES SHALL BE SIMILAR.
3. BOND WIRES OR STRAPS SHALL BE ENCASED
IN THE JOINT COATING.
4. APPLY HEAT SHRINK SLEEVE PER
MANUFACTURER'S DIRECTION'S
CORROSION PROTECTION FOR BURIED
COUPLINGS ON METALLIC PIPE 13918
ALL DES/dfS. ORAWRMS. SPCCIACA,, OOCf/FEM, AND INIDEAS AND ESIGNS INCORPORATED H£RIN, AS AN INSTRUMENT OF
PROFESSIONAL SERVICES IS THE PROPERTY OF RUSTNOT AND IS
NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT
NOUT THE WRITTEN AUTHORIZATION OF RUSTNOT.
C RUSTNOT 1999
STD DET
E)
J�R.rj
n e'i
z
2p�0
2
�iN
Y 1
RUM
KNIFE OR SAFETY SWITCH
OC POWER.SUPPLY
WELDED OR CLAMPED WIRE
CONNECTION, TYP EACH END
JOINT &ONO,
TYP
PIPELINE
VOLTMETER, TYP
100 AMPERE SHUNT OR
AMMETER (OPTIONAL)
I -0'.
MIN
13919
O
S
DRAWN
M.A.A.
CHECKED
S.A. S.
DESIGNED
W.S.
FLEE NP.NE
010_ DETAIL
TERMINAL BLOCK ANODE LEAD WIRE TERMINAL- NEST STATION, COVER, NOT SHOWN
WIRE CONNECTION, TEST STATION, COVER PIPELINE TERMINALS 0.01 OHM HOLLOWAY SHUNT _—OAT OHM COVER,
NOT
SHUNT
SEE 13901 NOT SHOWN
9 ANODE LEAD WIRE TERMINAL ___
0.01 OHM HOLLOWAY SHUNT UNPROTECTED
PIPELINE ' ° ANODE LEAD WIRE TERMINAL �� PIPELINE TERMINALS 6-INCH THICK PIPELINE TERMINALS 90 �- PROTECTED
PIPELINE TER
e CONCRETE SLAB MINALS U
a WIRE DIAGRAM I '-6' SO FINISH GRADE r MOUNT TO POST WITH
FINISH GRADE MOUNT TO POST OR FINISH GRADE CONDUIT STRAPS
c AS SPECIFIED =_ __ a " a " — o =
/12 AWG COPPER WIRE — o Z _ _ _ _ a " ° _ _ _ — — — � O
WITH BUCK INSULATION I _ — = = =IIII =IIIII IIIII- IIII= =IIII IIII=
NT =IIII IIII= CONDUIT STRAP, TYP �— RG�DUCONDUITP, TYP VJ Z J
FLUSH MOUNTED — TERMINAL BLOCK Q
--- RIGID CONDUIT TEST STATION CONDUIT BUSHING M
GALVANIC ANODE CONDUIT BUSHING cr Lu Q
PLAN AWG INSULATED I`�12 AWG INSULATED STRANDED �— COPPER
AND ES AWG W r UJ
2-,I12 AWG INSULATED STRANDED COPPER WIRE 4OPPER WIRE - ANODE 1—II8 AND 1-112 AWG- If
COPPER WIRES � x W
2-,I12 AWG INSULATED ---.COPPER WIRES 1 - } 12 AWG WIRE TO Q W Q
WIRE CONNECTION, STRANDED COPPER WIRES -PIPE WIRE CONNECTION, INSULATED COPPER
GALVANIC ANODE
SEE 13gp1 TYP, SEE /3901 WIRES — PIPE W Z
WIRE CONNECTION, TYP, Q O
PIPELINE REFERENCE ELECTRODE REFERENCE ELECTRODE OR SEE 13901
OR COUPON, LOCATE
6" FROM PIPELINE COUPON, LOCATE 6
FROM PIPELINE
/12 AWG COPPER WIRE WIRE CONNECT/0N, PROTECTED
TYP, SEE 13901 UNPROTECTED PIPELINE SIDE W o
WITH BLACK INSULATION io PIPELINE PIPELINE PIPELINE SIDE
INSULATING JOINT LtJ
T gip. Cc
GALVANIC ANODE `� p , GALVANIC ANODE /
MOH• 4,14, GALVANIC ANODE 7 O
GALVANIC ANODE NOTES NOTES: O
NOTES; V
i. INSTALL GALVANIC ANODE I' BELOW PIPE INVERT ELEVATION. 1. INSTALL REFERENCE ELECTRODES, COUPONS, RESISTANCE PROBES
—D Q
ELEVATION t. PROVIDE SUFFICIENT SLACK IN TEST WIRES TO ALLOW TERMINAL BLOCK h PLASTIC MONITORING PIPE ONLY AT TEST STATIONS INDICATED QLu
2. INSTALL REFERENCE ELECTRODES ONLY AT TEST STATIONS INDICATED TO EXTEND 18" OUT OF TEST STATION. COIL WIRES IN TEST STATION. ON TEST STATION SCHEDULE. O �7
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ON TEST STATION LOCATION SCHEDULE. 2. INSTALL GALVANIC ANODE 1'-0" BELOW PIPE INVERT ELEVATION. 2. COLOR CODE WIRES ACCORDING TO WIRE COLOR CODE
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WITHOUT THE WRITTEN AUTHORIZATION OF RVSTNOT. NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT ® NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT NOT TO Of USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT ,
O RUSTNOT 1999 THOUT THE WRITTEN AUTHORIZATION OF RUSTNOT. WITHOUT THE WRITTEN AUTHORIZATION Of RUSFNOT, E) THOVT THE WRITTEN AUTHORIZATION OF RUSTNOT.
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TST, INC.
FORT COLLINS— LOVELAND WATER DISTRICT 85 Baltm W^ F*a9 0
SOUTH FORT COLLINS SANITATION DISTRICT (9770226'055T�515
UTILITY PLAN APPROVAL Joe NO.
0918-010
SCALE
APPROVED: N.%S.
Monoger
DATL
DATEMAY 2000
$HEEL
APPROVED: -- OF 8
ys ems Engl eer VVV
DATE. e= AdtArf