table of contents page drawing title drawing number
TRANSCRIPT
UNIVERSITY OF COLORADO DESIGN AND CONSTRUCTION STANDARDS
TECHNICAL DRAWINGS
TABLE OF CONTENTS Page Drawing Title Drawing Number C.01 Utility Trench 16” or Less C.02 Utility Trench Wider than 16 “ C.03 Pipe Bedding C.04 Water Line Lowering - Utility Line Crossing Only C.05 Water Line Lowering - Culvert Crossing and Irrigation Ditch Crossing C.06 Water Line Lowering - Drainageway Crossing Only C.07 Sewer Crossing C.08 Valve Box C.09 Fire Hydrant Placement C.10 Fire Hydrant Installation - Types 1, 2, and 3 C.11 Horizontal Thrust Block C.12 Vertical Thrust Block C.13 Standard Sewer Manhole C.14 Standard Drop Sewer Manhole C.15 Manhole Invert C.16 Standard Manhole Bolt-Down Water-Tight Frame and Cover C.17 Polypropylene Reinforced Plastic Manhole Step C.18 Sewer Service Line C.19 Storm Sewer Manhole C.20 Storm Sewer Manhole Base C.21 Flat Top for Shallow Manholes Less Than 6’ in Height C.22 Fire Hydrant Landscape Setback Minimums C.23 Utility Bridging C.24 Pipe Casing with Casing Spacers C.25 Length of Restrained Pipe C.26 Mechanical Seal Wall Penetration C.27 Pedestrian Light Standard Details C.28 Stormwater BMP C.29 Concrete Washout BMP C.30 Silt Fence BMP C.31 Erosion Logs BMP C.32 Tracer Wire Placement C.33 Magnetized SnakePit C.34 Joining Tracer Wire Lug Connection C.35 Joining Tracer Wire Cad Weld Connection C.36 Grounding Anode C.37 Porous Pavers Edge Detail C.38 Porous Pavers Detail (Adjacent to Building)
C.39 Tunnel Penetration Sealing (Live Utilities) C.40 Tunnel Penetration Sealing (Abandoned Utilities)
DRAWN BY:
CHECKED BY:
University of ColoradoREVISED:
ISSUED:
DRAWING NO.
JULY, 1999
6'' 6''
PAVEMENT,
(MIN THICKNESS 6'')
UTILITY TRENCH
16'' OR LESS
18'' MIN
UTILITY PIPE
OR CABLE
(GAS, ELECTRIC,
TELECOMMUNICATION ETC.)
16'' OR LESS
NOTE: IF TRENCH WIDTH IS WIDER THAN 16'' USE UTILITY TRENCH DRAWING NO. C.02
APPROVED BY:
FLOWABLE FILL
OR MATCH EXISTING DEPTH
30'' MIN
DEPTH
48'' MAX
CONCRETE ENCASEMENT
(WHERE REQUIRED BY
THE SPECIFICATIONS)
(REQUIRED UNDER
PAVED SURFACES)
WHICHEVER IS GREATER
C.01
TYPICAL TRENCH SECTION
ASPHALT/CONCRETE
UNIFORM CUT LINE
IN OPEN FIELD IN STREET
SEE TABLE
WIDTH
AS SPECIFIED
COMPACTED BACKFILL
OR MATCH EXIST DEPTH
AS SPECIFIED, 6'' MIN
12''
WIDTH
MINIMUM
24''
20''
16''
12''
8''
6''
2'-4''
2'-8''
3'-0''
2'-0''
1'-8''
1'-6''
DIAMETER
PIPE
3'-8''
3'-4''
4'-0''
2'-6''
3'-0''
2'-8''
MAXIMUM
WIDTH
TRENCH WIDTH
DRAWN BY:
CHECKED BY:
APPROVED BY:
University of Colorado
REVISED:
ISSUED:
DRAWING NO.
JULY, 1999
EXISTING
STREET
SURFACE
SEE BEDDING DETAIL
DRAWING NO. C03
NOTES:
MINIMUM COVER TO BE BELOW OFFICIAL STREET GRADE.
MINIMUM DISTANCE BETWEEN EDGE OF TRENCH AND EDGE
OF ASPHALT, OR LIP OF CURBLINE, SHALL BE 3 FEET.
1.
2.
FOR TRENCHES
GREATER THAN
5 FEET IN DEPTH,
SIDEWALLS SHALL BE
SLOPED AT 45 ANGLE
OR SUITABLY BRACED
NECESSARY FOR
THE SAFETY OF
THE WORKERS AND
THE PROTECTION
OF OTHER UTILITIES
AS REQUIRED BY OSHA.
COVER AS
SPECIFIED
NEW STREET SURFACE
1
1
OR SHEETED AS
UTILITY TRENCH
WIDER THAN 16''
SAWCUT 6''
BEYOND TRENCH
WALL EACH SIDE
PRIOR TO PAVING
42'' MINIMUM FINAL PAVEMENT WIDTH,
ROTOMILLING IS AN ACCEPTABLE
ALTERNATIVE TO MINIMUM PAVEMENT WIDTH
o
3. REFER TO DRAWING NO. C.04 FOR PAVEMENT RESTORATION
FOR PAVEMENT LESS THAN 3 YEARS OLD.
4. ON STATE HIGHWAYS, REFER TO CDOT UTILITY
C.02
REQUIREMENTS.
DRAWN BY:
CHECKED BY:
APPROVED BY:
University of Colorado
GRANULAR
IF REQUIRED
FOUNDATION MATERIAL
PIPE SUBGRADE
IF REQUIRED
FOUNDATION MATERIAL
PIPE SUBGRADE
EMBEDMENT MATERIAL
PIPE BEDDING
WHICHEVER IS GREATER
2'' BELOW BELL
1/4 PIPE OD,
12'' MIN
4'' MIN OR
BEDDING
ZONE
(MAY BE USED WITH RCP AT CONTRACTOR'S OPTION)
REQUIRED WITH ALL PIPE
EXCEPT RCP
WHICHEVER IS GREATER
2'' BELOW BELL
1/4 PIPE OD,
12'' MIN
BEDDING
4'' MIN OR
ZONE
SEE UTILITY TRENCH DWG
TRENCH WIDTH
ALLOWED WITH RCP
SEE UTILITY TRENCH DWG
TRENCH WIDTH
DRAWING NO.
REVISED:
ISSUED:
UNDISTURBED
SOIL
GRANULAR EMBEDMENT
1/4'' WASHED CHIPS
MATERIAL
SELECT MATERIAL HAVING
UNDISTURBED
HAND PLACED
SOIL
NO ROCKS GREATER THAN
2 INCHES IN SIZE
3/8" - 3/4" WASHED
ANGULAR CHIPS
SQUEEGEE SAND OR
JULY, 1999
C.03
DRAWN BY:
CHECKED BY:
University of ColoradoREVISED:
ISSUED:
DRAWING NO.
JULY, 1999
SIDEWALK
BURY LINE
1/3 CUBIC YD
1 1/2'' GRAVEL
OR CRUSHED ROCK
REACTION BLOCK
UNDISTURBED MATERIAL
FLAGSTONE OR
CONCRETE BLOCK
MIN
APPROVED BY:FIRE HYDRANT
BURY LINE
CURBWALK
PL
18''
18'' MIN
CURB AND GUTTER
5' MAX
2' MIN
1' MIN 3' MAX
18'' MIN
PLACEMENT
4' 6''
MIN
NOTE: FOR FIRE HYDRANT INSTALLATION, SEE DETAIL DRAWING NO. C.10.
CONCRETE
BOND BREAKER TO
PREVENT REACTION BLOCK
FROM BLOCKING DRAIN HOLES
C.09
DRAWN BY:
CHECKED BY:
APPROVED BY:
University of Colorado
REVISED:
ISSUED:
DRAWING NO.
JULY, 1999
SWIVEL X SOLID
MJ X MJ
TYPE 3
MJ TEE
ADAPTER
TYPE 2
TYPE 1
TEE
SWIVEL HYDRANT VALVE
MJ TEE
(3' MIN)
MJ HYDRANTPIPE
(3' MIN)
MJ HYDRANT
MJ X MJ
VALVE
THRUST BLOCK
(3' MIN)
SWIVEL X SWIVEL
MJ X MJ VALVE
SWIVEL X SOLID
90 BEND
ADAPTER
o
PIPEMJ HYDRANT
(TYP)
FIRE HYDRANT
INSTALLATION
TYPES 1, 2 AND 3C.10
DRAWN BY:
CHECKED BY:
REVISED:
ISSUED:
DRAWING NO.
PIPE DIA PIPE DIA
8"
10"
12"
15"
18"
21"
24"
27"
30"
36"
42"
48"
8"
10"
15"
18"
18"
18"
18"
18"
24"
30"
12"
12"
"B""A"
EXTEND 2''
UNDISTURBED EARTH
DEPTH OF CONC ENCASEMENT
12'' MIN EACH DIRECTION
NOTES:
1. DROP MANHOLES ARE REQUIRED WHEN ''C'' > 2 FEET. -
2. SEE STANDARD SEWER MANHOLE DETAIL DRAWING NO. C.21.
STANDARD DROP
SEWER MANHOLE
DRAWN BY:
CHECKED BY:
University of ColoradoREVISED:
ISSUED:
DRAWING NO.
JULY, 1999
12''
MIN
''B''
''A''
''C'' .
INTO MANHOLE
WATER DOES NOT GO DOWN DROP
APPROVED BY:
MANHOLE WATER STOP GASKET
REQUIRED FOR PVC OR ABS PIPE
DAM REQUIRED IF ALL WASTE
12''
MIN
6''
MIN
18''
MAX
C.14
DRAWN BY:
CHECKED BY:
University of ColoradoREVISED:
ISSUED:
DRAWING NO.
JULY, 1999
STANDARD MANHOLE
BOLT-DOWN WATER-TIGHT
FRAME AND COVER
NEENAH PRESSURE TYPE ROUND MH FRAME, C/S BOLTED LID R-6462-GH
TYPE ''C/S'' LID
WORD ''SEWER'' CLEARLY
CAST ON SURFACE OF
MANHOLE LID
6.5'' - 13 x 1.75'' RCSD
STAINLESS STEEL ''BLUE
DEVIL BUTTON HEAD'' WITH
STAINLESS STEEL AND
(4) 5/8'' ANCHOR
BOLT HOLES AT 90
STREET ROW AND WHERE SURFACE RUNOFF CANNOT BE AVOIDED.
28 1/8''
4''
SEWER
CONCEALED
PICKHOLES
NOTE: STANDARD FRAME AND COVER FOR MANHOLE LOCATED OUTSIDE DEDICATED
APPROVED BY:
ON 31'' BC
24 1/2''
28 1/2''
32 1/2''
1 1/2''
o
NEOPRENE WASHERS
OR APPROVED EQUAL (SUBMIT TO CITY FOR APPROVAL)
C.16
STEPS TO BE CAST, UNALTERED, IN MANHOLE WALL IN A STRAIGHT LINE, VERTICALLY. AT SAME TIME THE
7/8'' DIA
BARREL OR CONE SECTIONS ARE CAST.
2.
1.
NOTES:
DETAILS
PLAN
3 3/8''
6'' (BARREL SECTION)
PENETRATION
4 7/8''
ELEVATION
1 1/8''
1 1/2''
15 5/16''
14''
3/16''1/2''
15 5/16''
1 3/16''
8 1/4''
9 3/8''
(CONE SECTION)
(BARREL SECTION)
14''
11 13/16''
13''
PIN BLOCK OUT
7/8''
3 1/2''
STEEL BAR 1/2''
#4 DEFORMED
15/16''
SECTION A-A
1/4''
3/16''
1 3/32''
15/16''
1 1/2''
1 1/16''
3/16''
3/32''
1/8''
END VIEW
1''
3/8''
1 3/8''
3/8''
(CONE SECTION)
1 1/8''
DRAWN BY:
CHECKED BY:
APPROVED BY:
University of Colorado
REVISED:
ISSUED:
DRAWING NO.
JULY, 1999
POLYPROPYLENE
REINFORCED PLASTIC
MANHOLE STEP
A
A
3.
4.
5.
IF STEPS ARE NOT CAST INTO THE MANHOLE BARREL SECTIONS AS MENTIONED ABOVE. STEPS SHALL BE
INSTALLED BY THE "PRESS FIT" METHOD, UTILIZING A SPECIALLY TAPERED PIN TO FORM THE INSERT HOLE AS
SHOWN. FOLLOWING MANUFACTURES RECOMMENDED PROCEDURE AND SHALL NOT BE GROUTED IN PLACE.
INSTALLED STEPS SHALL BE CAPABLE OF WITHSTANDING A PULL OUT FORCE OF 2500 LBS. PER LEG FOR A
MINIMUM PERIOD OF TWO MINUTES.
PINS MUST BE SMOOTH AND CONTINOUSLY TAPERED. DIMENSIONS OF THE PIN AND THE INSERTED PORTION OF
THE MANHOLE STEP ARE TYPICAL ONLY. W.M.D. INSTALLATIONS REQUIRE A MATCHED COMBINATION OF A
TAPPERED INSERT PIN AND MANHOLE STEP, AS RECOMMENDED OR REQUIRED BY SPECIFIC MANUFACTURER OF
THE STEP TO BE USED.
THIS STEP CAN ALSO BE USED IN TOE POCKET INSTALLATIONS PROVIDED 5" TOE CLEARANCE IS ALLOWED.
C.17
DRAWN BY:
CHECKED BY:
University of Colorado REVISED:
ISSUED:
DRAWING NO.
VERTICAL DISTANCE
FROM FLOWLINE OF MAIN TO
FLOWLINE OF SERVICE LINE
MAIN
SIZE SERVICE
6''
SERVICE
8''
10''
12''
15''
6''
11''
12''
15''
10''
12''
13''
16.5''
SEWER SERVICE
LINE
CROSS SECTIONPLAN
PROFILE4''
MINIMUM TRENCH WIDTH SHALL BE
THE DIAMETER OF THE PIPE PLUS 8''
4" MIN
4" MIN
SEE NOTE 3
TEE TYPE
SERVICE
CONNECTION
WYE SERVICE TAP
11 1/4 BEND
CL
LC
LC
L
GREEN FLAGGING OR PAINTED GREEN
EXIST GROUND
SURFACE18'' MIN
SANITARY
SEWER MAIN
MIN
MIN
TABLE NO. 1
MIN 1/4'' PER FT
45
LC
TABLE NO. 1
2'
3'
APPROVED BY:
NOTES:
ALL SERVICE LINES SHALL BE 4'' MINIMUM IN DIAMETER.
THE MINIMUM SLOPE FOR 4'' OR 6'' SERVICE LINES SHALL BE 1\4'' PER FOOT.
BEDDING FOR HOUSE CONNECTION WITHIN CITY ROW SHALL BE THE SAME AS FOR SEWER MAIN, LAID TO
A MINIMUM DEPTH OF 4'' BELOW THE PIPE INVERT AND 4'' ABOVE THE TOP OF THE PIPE.
ALL TAPS ARE TO BE MADE BY THE CITY OF BOULDER, UNLESS OTHERWISE AUTHORIZED BY THE UTILITY DIVISION.
SERVICE LINES LARGER THAN 6'' MUST BE CONNECTED TO THE MAIN AT A MANHOLE.
CONNECTED TO BUILDING. AFTER ABANDONMENT OF A SERVICE LINE IT MUST BE PLUGGED 5' INSIDE THE PROPERTY.
COMPACTION OF BACKFILL SHALL BE AS STATED IN THE CITY OF BOULDER, STANDARD SPECIFICATIONS.
P
#4 REBAR OR
WOOD 2''x4''
OR 4''x4''
JULY, 1999
1.
2.
3.
4.
5.
6.
7.
MARKER POST
o
90
90
o
o
o
(AT SERVICE STUB OUT)
SERVICE LINE WILL BE PLUGGED AT THE PROPERTY LINE WITH APPROPRIATE PLUG FOR TYPE OF LINE INSTALLED UNTIL
LINE.
C.18
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
POLYWRAP
AutoCAD SHX Text
TRACER WIRE
AutoCAD SHX Text
SECURE TRACER WIRE TO MAIN EVERY 5-8 FEET WITH TAPE OR PLASTIC TIE
AutoCAD SHX Text
TRACER WIRE OUTSIDE OF VAULT
AutoCAD SHX Text
ATTACH TRACER WIRE TO MAIN. SEE BELOW DETAIL
AutoCAD SHX Text
ELECTRICAL WIRING IN VAULT
AutoCAD SHX Text
#12" COPPER CLAD STEEL WIRE
AutoCAD SHX Text
SNAKE PIT MAGNETIZED TRACER BOX. SEE DETAIL C34
AutoCAD SHX Text
DRAWN BY: FM-JB
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
University of Colorado
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
TRACER WIRE
AutoCAD SHX Text
PLACEMENT
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
C32
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1.TRACER WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST TRACER WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST OUTSIDE OF PIPE AND TERMINATED IN TEST OUTSIDE OF PIPE AND TERMINATED IN TEST OF PIPE AND TERMINATED IN TEST OF PIPE AND TERMINATED IN TEST PIPE AND TERMINATED IN TEST PIPE AND TERMINATED IN TEST AND TERMINATED IN TEST AND TERMINATED IN TEST TERMINATED IN TEST TERMINATED IN TEST IN TEST IN TEST TEST TEST STATION AS SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AS SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AS SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE EVERY 250 FEET, AND AT EVERY POINT WHERE THE EVERY 250 FEET, AND AT EVERY POINT WHERE THE 250 FEET, AND AT EVERY POINT WHERE THE 250 FEET, AND AT EVERY POINT WHERE THE FEET, AND AT EVERY POINT WHERE THE FEET, AND AT EVERY POINT WHERE THE AND AT EVERY POINT WHERE THE AND AT EVERY POINT WHERE THE AT EVERY POINT WHERE THE AT EVERY POINT WHERE THE EVERY POINT WHERE THE EVERY POINT WHERE THE POINT WHERE THE POINT WHERE THE WHERE THE WHERE THE THE THE UTILITY SERVED BY THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS SERVED BY THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS SERVED BY THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS BY THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS BY THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS WIRE HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS HAS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS ANOTHER PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS PHYSICAL ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS ACCESS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS POINT. SEE DETAIL C34 FOR SNAKE PIT DETAILS SEE DETAIL C34 FOR SNAKE PIT DETAILS SEE DETAIL C34 FOR SNAKE PIT DETAILS DETAIL C34 FOR SNAKE PIT DETAILS DETAIL C34 FOR SNAKE PIT DETAILS C34 FOR SNAKE PIT DETAILS C34 FOR SNAKE PIT DETAILS FOR SNAKE PIT DETAILS FOR SNAKE PIT DETAILS SNAKE PIT DETAILS SNAKE PIT DETAILS PIT DETAILS PIT DETAILS DETAILS DETAILS ALONG UTILITY LINES. 2.TRACER WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE TRACER WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE A CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE CONTINUOUS FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE FASHION BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE BETWEEN ACCESS POINTS.IF A TRACER WIRE MUST BE ACCESS POINTS.IF A TRACER WIRE MUST BE ACCESS POINTS.IF A TRACER WIRE MUST BE POINTS.IF A TRACER WIRE MUST BE POINTS.IF A TRACER WIRE MUST BE A TRACER WIRE MUST BE A TRACER WIRE MUST BE TRACER WIRE MUST BE TRACER WIRE MUST BE WIRE MUST BE WIRE MUST BE MUST BE MUST BE BE BE JOINED BELOW GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BELOW GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BELOW GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER SEE EITHER DETAIL C34 OR C35, WHICHEVER SEE EITHER DETAIL C34 OR C35, WHICHEVER EITHER DETAIL C34 OR C35, WHICHEVER EITHER DETAIL C34 OR C35, WHICHEVER DETAIL C34 OR C35, WHICHEVER DETAIL C34 OR C35, WHICHEVER C34 OR C35, WHICHEVER C34 OR C35, WHICHEVER OR C35, WHICHEVER OR C35, WHICHEVER C35, WHICHEVER C35, WHICHEVER WHICHEVER WHICHEVER APPLIES. 3.TRACER WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TRACER WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE AT 5-8 FOOT INTERVALS, EXCEPT AT 5-8 FOOT INTERVALS, EXCEPT AT 5-8 FOOT INTERVALS, EXCEPT 5-8 FOOT INTERVALS, EXCEPT 5-8 FOOT INTERVALS, EXCEPT FOOT INTERVALS, EXCEPT FOOT INTERVALS, EXCEPT INTERVALS, EXCEPT INTERVALS, EXCEPT EXCEPT EXCEPT FOR FUEL AND GAS LINES WHICH ARE TO BE FASTENED USING COPPERHEAD TRACERSPACER AT THE SAME INTERVAL. 4.TRACER WIRE SHALL BEGIN AND TERMINATE AT A COPPERHEAD SUPER ROD MAGNESIUM ANODE. SEE DETAIL C35. TRACER WIRE SHALL BEGIN AND TERMINATE AT A COPPERHEAD SUPER ROD MAGNESIUM ANODE. SEE DETAIL C35.
SNAKE PIT MAGNETIZED TRACER
BOX
MAIN GV
GV
SCB-01R TWO WAY LUG
TRACER WIRE
TAPE OR PLASTIC TIE
COPPERHEAD SNAKE BITE
THREE WAY LUG CONNECTOR
PART #3WB-1
SWIVEL TEE
TAPE OR PLASTIC TIE
TRACER WIRE
TAPE OR PLASTIC TIE
SNAKE PIT MAGNETIZED TRACER
BOX
6" FH LINE
6" FH LINE
6" FH LINE
6" FH LINE
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University of Colorado
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DRAWING NO.
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MAGNETIZED
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SNAKEPIT
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APPROVED BY:
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C33
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NOTES:
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1.TRACER WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST TRACER WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST WIRE FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST FOR ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST ALL UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UTILITIES SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SHALL BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BE BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST BROUGHT UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST UP TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST TO SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST SURFACE OUTSIDE OF PIPE AND TERMINATED IN TEST OUTSIDE OF PIPE AND TERMINATED IN TEST OUTSIDE OF PIPE AND TERMINATED IN TEST OF PIPE AND TERMINATED IN TEST OF PIPE AND TERMINATED IN TEST PIPE AND TERMINATED IN TEST PIPE AND TERMINATED IN TEST AND TERMINATED IN TEST AND TERMINATED IN TEST TERMINATED IN TEST TERMINATED IN TEST IN TEST IN TEST TEST TEST STATION AS SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AS SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AS SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHOWN. ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE ACCESS POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE POINTS SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE SHALL BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE BE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LOCATED AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE AT LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE LEAST EVERY 250 FEET, AND AT EVERY POINT WHERE THE EVERY 250 FEET, AND AT EVERY POINT WHERE THE EVERY 250 FEET, AND AT EVERY POINT WHERE THE 250 FEET, AND AT EVERY POINT WHERE THE 250 FEET, AND AT EVERY POINT WHERE THE FEET, AND AT EVERY POINT WHERE THE FEET, AND AT EVERY POINT WHERE THE AND AT EVERY POINT WHERE THE AND AT EVERY POINT WHERE THE AT EVERY POINT WHERE THE AT EVERY POINT WHERE THE EVERY POINT WHERE THE EVERY POINT WHERE THE POINT WHERE THE POINT WHERE THE WHERE THE WHERE THE THE THE UTILITY SERVED BY THE TRACER WIRE HAS ANOTHER PHYSICAL ACCESS POINT. 2.TRACER WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE TRACER WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE SHALL BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE INSTALLED IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE IN A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE A CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE CONTINUOUS FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE FASHION BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE BETWEEN ACCESS POINTS. IF A TRACER WIRE MUST BE ACCESS POINTS. IF A TRACER WIRE MUST BE ACCESS POINTS. IF A TRACER WIRE MUST BE POINTS. IF A TRACER WIRE MUST BE POINTS. IF A TRACER WIRE MUST BE IF A TRACER WIRE MUST BE IF A TRACER WIRE MUST BE A TRACER WIRE MUST BE A TRACER WIRE MUST BE TRACER WIRE MUST BE TRACER WIRE MUST BE WIRE MUST BE WIRE MUST BE MUST BE MUST BE BE BE JOINED BELOW GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BELOW GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BELOW GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER GROUND, WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER WIRE MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER MUST BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BE JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER JOINED IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER IN PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER PERMANENT BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER BOND. SEE EITHER DETAIL C34 OR C35, WHICHEVER SEE EITHER DETAIL C34 OR C35, WHICHEVER SEE EITHER DETAIL C34 OR C35, WHICHEVER EITHER DETAIL C34 OR C35, WHICHEVER EITHER DETAIL C34 OR C35, WHICHEVER DETAIL C34 OR C35, WHICHEVER DETAIL C34 OR C35, WHICHEVER C34 OR C35, WHICHEVER C34 OR C35, WHICHEVER OR C35, WHICHEVER OR C35, WHICHEVER C35, WHICHEVER C35, WHICHEVER WHICHEVER WHICHEVER APPLIES. 3.TRACER WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TRACER WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT SHALL BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT BE ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT ATTACHED TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TO TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TOP OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OF PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PIPE THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT THROUGH TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT TAPE OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT OR PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT PLASTIC WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE AT 5-8 FOOT INTERVALS, EXCEPT WIRE AT 5-8 FOOT INTERVALS, EXCEPT AT 5-8 FOOT INTERVALS, EXCEPT AT 5-8 FOOT INTERVALS, EXCEPT 5-8 FOOT INTERVALS, EXCEPT 5-8 FOOT INTERVALS, EXCEPT FOOT INTERVALS, EXCEPT FOOT INTERVALS, EXCEPT INTERVALS, EXCEPT INTERVALS, EXCEPT EXCEPT EXCEPT FOR FUEL AND GAS LINES WHICH ARE TO BE FASTENED USING COPPERHEAD TRACERSPACER AT THE SAME INTERVAL. 4.TRACER WIRE SHALL BEGIN AND TERMINATE AT A COPPERHEAD SUPER ROD MAGNESIUM ANODE. SEE DETAIL C35.TRACER WIRE SHALL BEGIN AND TERMINATE AT A COPPERHEAD SUPER ROD MAGNESIUM ANODE. SEE DETAIL C35.
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CHECKED BY:
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University of Colorado
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REVISED:
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DRAWING NO.
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JOINING TRACER WIRE
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LUG CONNECTION
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APPROVED BY:
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C34
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STEP 1
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STEP 2
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STEP 3
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STEP 4
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STEP 5
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OPEN LUG AND STRIP INSULATION FROM MAIN WIRE TO WIDTH OF LUG
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PLACE LUG ON MAIN WIRE
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STRIP INSULATION FROM BRANCH WIRE TO WIDTH OF LUG
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INSERT BRANCH WIRE INTO LUG. TIGHTEN SCREWS AND REMOVE SEALANT COVER
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CLOSE AND FULLY LATCH LID
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1.STRIP 5/8" OF INSULATION FROM END OF STRIP 5/8" OF INSULATION FROM END OF 5/8" OF INSULATION FROM END OF 5/8" OF INSULATION FROM END OF OF INSULATION FROM END OF OF INSULATION FROM END OF INSULATION FROM END OF INSULATION FROM END OF FROM END OF FROM END OF END OF END OF OF OF EACH WIRE. 2.INSERT TWO STRIPPED ENDS FIRMLY INTO INSERT TWO STRIPPED ENDS FIRMLY INTO TWO STRIPPED ENDS FIRMLY INTO TWO STRIPPED ENDS FIRMLY INTO STRIPPED ENDS FIRMLY INTO STRIPPED ENDS FIRMLY INTO ENDS FIRMLY INTO ENDS FIRMLY INTO FIRMLY INTO FIRMLY INTO INTO INTO DIRECT BURY WIRE NUT. 3.TWIST WIRE NUT CLOCKWISE WHILE PUSHING TWIST WIRE NUT CLOCKWISE WHILE PUSHING WIRE NUT CLOCKWISE WHILE PUSHING WIRE NUT CLOCKWISE WHILE PUSHING NUT CLOCKWISE WHILE PUSHING NUT CLOCKWISE WHILE PUSHING CLOCKWISE WHILE PUSHING CLOCKWISE WHILE PUSHING WHILE PUSHING WHILE PUSHING PUSHING PUSHING WIRES FIRMLY INTO NUT. 4.SONNECTOR VARIES BY APPLICATION AND SONNECTOR VARIES BY APPLICATION AND VARIES BY APPLICATION AND VARIES BY APPLICATION AND BY APPLICATION AND BY APPLICATION AND APPLICATION AND APPLICATION AND AND AND UTILITY, REFER TO STANDARD 02410 FOR REFER TO STANDARD 02410 FOR REFER TO STANDARD 02410 FOR TO STANDARD 02410 FOR TO STANDARD 02410 FOR STANDARD 02410 FOR STANDARD 02410 FOR 02410 FOR 02410 FOR FOR FOR DETAILS.
AREA FOR CADWELD
AND ATTACHMENT OF
TRACER WIRE. SEE
BELOW DETAIL FOR
CADWELD
INSTRUCTIONS
DUCTILE
STEEL PIPE
NON-METALLIC PIPE
TRACER WIRE
THREE WAY LUG
EXOTHERMIC WELD
EXOTHERMIC MASTIC & ADH
WELD CAP
PIPE COATING
PIPE OR STRUCTURE
PIPE COATING
TEST WIRE
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CHECKED BY:
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University of Colorado
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ISSUED:
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DRAWING NO.
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APPROVED BY:
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C35
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1.REMOVE A " SQUARE (MAXIMUM) OF PIPE REMOVE A " SQUARE (MAXIMUM) OF PIPE A " SQUARE (MAXIMUM) OF PIPE A " SQUARE (MAXIMUM) OF PIPE " SQUARE (MAXIMUM) OF PIPE 12" SQUARE (MAXIMUM) OF PIPE SQUARE (MAXIMUM) OF PIPE SQUARE (MAXIMUM) OF PIPE (MAXIMUM) OF PIPE (MAXIMUM) OF PIPE OF PIPE OF PIPE PIPE PIPE COATING FOR EXOTHERMIC WELD FOR EXOTHERMIC WELD FOR EXOTHERMIC WELD EXOTHERMIC WELD EXOTHERMIC WELD WELD WELD CONNECTION. 2.WELD CAP SHALL EXTEND AT LEAST " WELD CAP SHALL EXTEND AT LEAST " CAP SHALL EXTEND AT LEAST " CAP SHALL EXTEND AT LEAST " SHALL EXTEND AT LEAST " SHALL EXTEND AT LEAST " EXTEND AT LEAST " EXTEND AT LEAST " AT LEAST " AT LEAST " LEAST " LEAST " " 34" OVER PIPE COATING. 3.EXOTHERMIC (CAD) WELDS SHALL BE EXOTHERMIC (CAD) WELDS SHALL BE (CAD) WELDS SHALL BE (CAD) WELDS SHALL BE WELDS SHALL BE WELDS SHALL BE SHALL BE SHALL BE BE BE CLEANED AND COATED. 4.THE SIZE OF AWG INSULATED (HDPE) THE SIZE OF AWG INSULATED (HDPE) SIZE OF AWG INSULATED (HDPE) SIZE OF AWG INSULATED (HDPE) OF AWG INSULATED (HDPE) OF AWG INSULATED (HDPE) AWG INSULATED (HDPE) AWG INSULATED (HDPE) INSULATED (HDPE) INSULATED (HDPE) (HDPE) (HDPE) COPPER CLAD STEEL BOND WIRES AS CLAD STEEL BOND WIRES AS CLAD STEEL BOND WIRES AS STEEL BOND WIRES AS STEEL BOND WIRES AS BOND WIRES AS BOND WIRES AS WIRES AS WIRES AS AS AS FOLLOWS:
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NOMINAL PIPE "
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WIRE SIZE
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4"-12"
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16"-36"
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42"
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#8
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#4
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12
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JOINING TRACER WIRE
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CAD WELD
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CONNECTION
CAP HDPE
6' OF RED WIRE
14 AWG CCS
SUPER ROD
MAGNESIUM ANODE,
PART #ANO-1005
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GROUNDING ANODE
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C36
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1.ALL TRACER WIRES SHALL BEGIN AND ALL TRACER WIRES SHALL BEGIN AND TRACER WIRES SHALL BEGIN AND TRACER WIRES SHALL BEGIN AND WIRES SHALL BEGIN AND WIRES SHALL BEGIN AND SHALL BEGIN AND SHALL BEGIN AND BEGIN AND BEGIN AND AND AND TERMINATE AT A COPPERHEAD SUPER HEAD AT A COPPERHEAD SUPER HEAD AT A COPPERHEAD SUPER HEAD A COPPERHEAD SUPER HEAD A COPPERHEAD SUPER HEAD COPPERHEAD SUPER HEAD COPPERHEAD SUPER HEAD SUPER HEAD SUPER HEAD HEAD HEAD MAGNESIUM ANODE. 2.TRACER WIRE SHALL BE EXTENDED 6 FEET TRACER WIRE SHALL BE EXTENDED 6 FEET WIRE SHALL BE EXTENDED 6 FEET WIRE SHALL BE EXTENDED 6 FEET SHALL BE EXTENDED 6 FEET SHALL BE EXTENDED 6 FEET BE EXTENDED 6 FEET BE EXTENDED 6 FEET EXTENDED 6 FEET EXTENDED 6 FEET 6 FEET 6 FEET FEET FEET PAST ANY STUB OR DEAD END OF UTILITY, ANY STUB OR DEAD END OF UTILITY, ANY STUB OR DEAD END OF UTILITY, STUB OR DEAD END OF UTILITY, STUB OR DEAD END OF UTILITY, OR DEAD END OF UTILITY, OR DEAD END OF UTILITY, DEAD END OF UTILITY, DEAD END OF UTILITY, END OF UTILITY, END OF UTILITY, OF UTILITY, OF UTILITY, UTILITY, UTILITY, CURLED AT END OF PIPE, AND TIED TO AT END OF PIPE, AND TIED TO AT END OF PIPE, AND TIED TO END OF PIPE, AND TIED TO END OF PIPE, AND TIED TO OF PIPE, AND TIED TO OF PIPE, AND TIED TO PIPE, AND TIED TO PIPE, AND TIED TO AND TIED TO AND TIED TO TIED TO TIED TO TO TO THE ANODE AS SHOWN.
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JULY 2016
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C37
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GP
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MIN 2%
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1
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3
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WM
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JA
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NOTES: 1.PERVIOUS PAVEMENT SYSTEM SHALL CONFORM TO UCB STANDARD 02515 OR APPROVED ALTERNATIVE. PERVIOUS PAVEMENT SYSTEM SHALL CONFORM TO UCB STANDARD 02515 OR APPROVED ALTERNATIVE. OR APPROVED ALTERNATIVE. . WRITTEN APPROVAL FROM UCB CIVIL ENGINEER IS REQUIRED FOR ALTERNATIVE SYSTEM. 2.UCB INSPECTOR SHALL OBSERVE PLACEMENT OF GEOTEXTILE, SUB-BASE COURSE, BASE COURSE, UCB INSPECTOR SHALL OBSERVE PLACEMENT OF GEOTEXTILE, SUB-BASE COURSE, BASE COURSE, SHALL OBSERVE PLACEMENT OF GEOTEXTILE, SUB-BASE COURSE, BASE COURSE, -BASE COURSE, BASE COURSE, BASE COURSE, BASE COURSE, BEDDING COURSE AND PAVERS. 3.A TESTING AGENCY SHALL CONDUCT IN-PLACE DENSITY TESTING PER ASTM D 4254, OR APPROVED A TESTING AGENCY SHALL CONDUCT IN-PLACE DENSITY TESTING PER ASTM D 4254, OR APPROVED TESTING AGENCY SHALL CONDUCT IN-PLACE DENSITY TESTING PER ASTM D 4254, OR APPROVED ALTERNATIVE. WRITTEN APPROVAL FROM UCB CIVIL ENGINEER IS REQUIRED FOR ALTERNATIVE DENSITY TESTING METHODS. 4.ALL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED ALL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY UCB. 5.INSTALLATION CONTRACTOR SHALL RETURN TO SITE AFTER 11 MONTHS FROM COMPLETION OF WORK AND INSTALLATION CONTRACTOR SHALL RETURN TO SITE AFTER 11 MONTHS FROM COMPLETION OF WORK AND PROVIDE INITIAL MAINTENANCE AS REQUIRED BY UCB CIVIL ENGINEER WITH NO ADDITIONAL COMPENSATION.
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POROUS PAVERS
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EDGE DETAIL
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14"
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PERVIOUS PAVEMENT SYSTEM. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION..
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PERFORATED PVC PIPE WITH FILTER SOCK @ 1% MIN. (TYP)
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UNDISTURBED SOIL OR COMPACTED SUBGRADE.
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2" TYP. ASTM NO. 8 AGGREGATE BEDDING COURSE
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4" TYP ASTM NO. 57 STONE OPEN GRADED BASE COURSE
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EXISTING PAVEMENT
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MIRAFI FILTER FABRIC
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SET PAVERS " PAVERS " " 14" ABOVE EXISTING PAVEMENT..
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#8, #89 OR #9 PERMEABLE JOINT MATERIAL
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SUB-BASE COURSE PER PLANS
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EXISTING MANHOLE OR VALVE BOX..
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12"
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FIGURE 1 - INSTALLATION AROUND MANHOLE OR VALVE BOX.
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NTS
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SET PAVERS PAVERS 12" ABOVE EXISTING MANHOLE OR VALVE BOX.
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DRAWN BY:
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CHECKED BY:
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University of Colorado
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REVISED:
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ISSUED:
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DRAWING NO.
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JULY 2016
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POROUS PAVERS
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DETAIL
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APPROVED BY:
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C38
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GP
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NOTES: 1.PERVIOUS PAVEMENT SYSTEM SHALL CONFORM TO UCB STANDARD 02515 OR APPROVED ALTERNATIVE. PERVIOUS PAVEMENT SYSTEM SHALL CONFORM TO UCB STANDARD 02515 OR APPROVED ALTERNATIVE. SHALL CONFORM TO UCB STANDARD 02515 OR APPROVED ALTERNATIVE. SHALL CONFORM TO UCB STANDARD 02515 OR APPROVED ALTERNATIVE. OR APPROVED ALTERNATIVE. . WRITTEN APPROVAL FROM UCB CIVIL ENGINEER IS REQUIRED FOR ALTERNATIVE SYSTEM. 2.REFER TO UCB TECHNICAL DETAIL C37 FOR PERVIOUS PAVEMENT SYSTEM. REFER TO UCB TECHNICAL DETAIL C37 FOR PERVIOUS PAVEMENT SYSTEM. 3.EXTEND EPDM IMPERMEABLE SHEET MEMBRANE MINIMUM 5 FEET UNDER PERVIOUS PAVEMENT SYSTEM. EXTEND EPDM IMPERMEABLE SHEET MEMBRANE MINIMUM 5 FEET UNDER PERVIOUS PAVEMENT SYSTEM. 5 FEET UNDER PERVIOUS PAVEMENT SYSTEM. FEET UNDER PERVIOUS PAVEMENT SYSTEM. 4.CONTRACTOR SHALL SUMBIT DESIRE PRODUCT TO UCB CIVIL ENGINEER FOR REVIEW AND APPROVAL FOR CONTRACTOR SHALL SUMBIT DESIRE PRODUCT TO UCB CIVIL ENGINEER FOR REVIEW AND APPROVAL FOR IMPERMEABLE EPDM SHEET MEMBRANE AND IMPERMEABLE JOINT SEALANT. 5.UCB INSPECTOR SHALL OBSERVE PLACEMENT OF GEOTEXTILE, SUB-BASE COURSE, BASE COURSE, UCB INSPECTOR SHALL OBSERVE PLACEMENT OF GEOTEXTILE, SUB-BASE COURSE, BASE COURSE, SHALL OBSERVE PLACEMENT OF GEOTEXTILE, SUB-BASE COURSE, BASE COURSE, -BASE COURSE, BASE COURSE, BASE COURSE, BASE COURSE, BEDDING COURSE AND PAVERS. RS. S. 6.A TESTING AGENCY SHALL CONDUCT IN-PLACE DENSITY TESTING PER ASTM D 4254, OR APPROVED A TESTING AGENCY SHALL CONDUCT IN-PLACE DENSITY TESTING PER ASTM D 4254, OR APPROVED TESTING AGENCY SHALL CONDUCT IN-PLACE DENSITY TESTING PER ASTM D 4254, OR APPROVED ALTERNATIVE. WRITTEN APPROVAL FROM UCB CIVIL ENGINEER IS REQUIRED FOR ALTERNATIVE DENSITY TESTING METHODS. 7.ALL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED ALL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY UCB. 8.INSTALLATION CONTRACTOR SHALL RETURN TO SITE AFTER 11 MONTHS FROM COMPLETION OF WORK AND INSTALLATION CONTRACTOR SHALL RETURN TO SITE AFTER 11 MONTHS FROM COMPLETION OF WORK AND COMPLETION OF WORK AND COMPLETION OF WORK AND PROVIDE INITIAL MAINTENANCE AS REQUIRED BY UCB CIVIL ENGINEER WITH NO ADDITIONAL COMPENSATION.
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WM
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JA
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(ADJACENT TO BUILDING)
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NTS
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1
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3
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MIN 2%
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MIN 2%
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PROTECT EXISTING WATERPROOFING SYSTEM. SYSTEM..
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PROTECT EXISTING EXISTING FOUNDATION.
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PERVIOUS PAVEMENT SYSTEM. REFER TO UCB TECHNICAL DETAIL C37.
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UNDISTURBED SOIL OR COMPACTED SUBGRADE.
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IMPERMEABLE EPDM SHEET MEMBRANE EXTEND 5' UNDER PERVIOUS PAVEMENT SYSTEM..
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PROTECT EXISTING FOUNDATION DRAINAGE SYSTEM.
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MIRAFI FILTER FABRIC.
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PROVIDE IMPERMEABLE JOINT SEALANT BETWEEN FOUNDATION WALL AND POROUS PAVER INTERFACE.
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SET PAVERS " 12" ABOVE EXISTING WATERPROOFING SYSTEM.
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12"
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DRAWN BY:
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CHECKED BY:
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University of Colorado
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REVISED:
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ISSUED:
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DRAWING NO.
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NOV 2015
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TUNNEL PENETRATION
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SEALING
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APPROVED BY:
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C39
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JB, GP
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WM
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JA
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PROVIDE LINK-SEAL ON INTERIOR AND EXTERIOR OF TUNNEL PENETRATION. REFER TO TABLE 1 IF ANNULAR SPACE FOR LINK-SEAL APPLICATION CANNOT BE OBTAIN.
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(LIVE UTILITIES)
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EXISTING UTILITY LINE
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INTERIOR
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EXTERIOR
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PROVIDE NON-SHRINK GROUT ON INTERIOR AND EXTERIOR OF TUNNEL PENETRATION.
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EXISTING UTILITY LINE
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INTERIOR
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EXTERIOR
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BOOT AND SEAL PIPE WITH WATERPROOFING SYSTEM PER UCB STANDARD 2' MINIMUM AROUND PIPE.
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FILL INTERIOR AND EXTERIOR OF TUNNEL PENETRATION WITH SEALANT PRODUCT LISTED IN TABLE 1
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LESS THAN 3" IN DIAMETER
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GREATER THAN OR EQUAL TO 3" IN DIAMETER
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NTS
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ANNULAR SPACE
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LESS THAN OR EQUAL TO "12"
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GREATER THAN "12"
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PRODUCT
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SIKAFLEX 1A OR APPROVE ALTERNATIVE
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NON-SHRINK GROUT
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TABLE 1: SEALANT PRODUCT
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NOTES: 1.WATERPROOFING SYSTEM SHALL WATERPROOFING SYSTEM SHALL CONFORM TO UCB STANDARDS SECTION 07110, 07120, AND 07160. WRITTEN APPROVAL FROM UCB CIVIL ENGINEER IS REQUIRED FOR ALTERNATIVE WATERPROOFING SYSTEM. 2.NON-SHRINK GROUT SHALL CONFORM NON-SHRINK GROUT SHALL CONFORM TO UCB STANDARD 02722. WRITTEN APPROVAL FROM UCB CIVIL ENGINEER IS REQUIRED FOR ALTERNATIVE.
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DRAWN BY:
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CHECKED BY:
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University of Colorado
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REVISED:
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ISSUED:
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DRAWING NO.
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NOV 2015
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TUNNEL PENETRATION
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SEALING
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APPROVED BY:
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C40
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JB, GP
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NOTES: 1.WATERPROOFING SYSTEM SHALL CONFORM TO UCB STANDARDS SECTION 07110, 07120, AND 07160. WATERPROOFING SYSTEM SHALL CONFORM TO UCB STANDARDS SECTION 07110, 07120, AND 07160. WRITTEN APPROVAL FROM UCB CIVIL ENGINEER IS REQUIRED FOR ALTERNATIVE WATERPROOFING SYSTEM. 2.CUT EXISTING UTILITY LINE 2' MINIMUM AWAY FROM TUNNEL EXTERIOR WALL UPON APPROVAL FROM UCB CUT EXISTING UTILITY LINE 2' MINIMUM AWAY FROM TUNNEL EXTERIOR WALL UPON APPROVAL FROM UCB CIVIL ENGINEER. 3.CAP EXISTING UTILITY LINE. CONTRACTOR SHALL SUBMIT DESIRED PRODUCT TO UCB CIVIL ENGINEER FOR CAP EXISTING UTILITY LINE. CONTRACTOR SHALL SUBMIT DESIRED PRODUCT TO UCB CIVIL ENGINEER FOR REVIEW AND APPROVAL. ENSURE WATERPROOFING FOR UTILITY CAP. SUFFICIENT STRENGTH IS REQUIRED TO WITHSTAND HYDROSTATIC AND/OR EARTH PRESSURES.
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WM
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JA
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PROVIDE WATERPROOFING SYSTEM. EXTEND WATERPROOFING SYSTEM 1' MINIMUM FROM BOREHOLE.
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(ABANDONED UTILITIES)
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CAP EXISTING UTILITY LINE. SEE NOTE 3
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ROUGHEN BOREHOLE SURFACE TO ENSURE PROPER BOND BETWEEN EXISTING CONCRETE AND GROUT SEAL.
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REMOVE UTILITY AND SEAL PENETRATION COMPLETELY. PATCH WITH HYDRAULIC, NON-SHRINK GROUT PER UCB STANDARD 02722.
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PROVIDE 12" WATER STOP.
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EXISTING ABANDONED UTILITY LINE
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1' MIN
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1' MIN
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2' MIN
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CUT EXISTING UTILITY LINE 2' MINIMUM AWAY FROM TUNNEL EXTERIOR WALL. SEE NOTE 2
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UNDISTURBED SOIL
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EXISTING TUNNEL
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NTS