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ET ST p 12" SEWER'STRUCTURE%9 ° LOT 37 W
W o ALLEY N 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED
04 WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED
8--WATER o
AND/OR APPROVED BY THE DISTRICT.
2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900
S S S S r DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS
LOT 38 I " OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT.
I I I 1 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET
LOT 13 I
cn HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN
o, o` w LOT 9 I L — — — I 1
I LINES AND SERVICES.
LOT 10 LOT 11 LOT 12 1°
4•
SEPARATION
WHERE R
IS
CROSSESNECHLINEVERTICAL
LESS THAN18—N STHE CONTRACTOR
LID #1 TRACT E Gs• LOT 8 I SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH
DIVERSION I I
g r\ THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING.
STRUCTURE I I N ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR ZLOT14cnPII
GREATER SHALL BE INSTALLED.
NON—POT N 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O
s.i R SERVICE (TYP.)r
AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TOvIR
ELECTRIC \ LOT 39 S y GF Q H CONSTRUCTION.
METER S I I I` I F I I L2 W W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO ZITYP.) LOT 7 N F— FACILITIES.
I 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q
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ELECTRIC
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W UNLESS OTHERWISE NOTED.
METER LOT 15 I JF
LOT 40 \ \ / %
a gso' ° /\ TYP,) I ° ° ° ° cn 8. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS mq
OTHERWISE NOTED.W
I; STREET
9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS
LIGHT WATER SERVICE (TYP.) SITE LIGHTING OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO
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m f \ SS PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q
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TYP.) REFER TO\G'
LIGHTING PLANS . I I N 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J
LOT 16 cn
ACCORDANCE WITH DISTRICT REQUIREMENTS.
LOT 41 S
0 30'°°ELCO I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10'
LOT 6
o I WATER ESMT I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q
s. w ENCOUNTERED.
SANITARY
G' / S I 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K ZuE. U.E.—SERVICE COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ONTYP.) /
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ROW
f LOT 5
a gDUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE
o TRACT A SS
LUEX. 21" SANITARY SEWER I LOT 17 I J I LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED
a I UNDER DRIVEWAYS OR SIDEWALKS.
I- — — — — — I P I Iv I
N 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/ 4" TYPE—K
a. COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON
LOT 42 s I BLOCK 1,J DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE
o
I TRACT B LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED
Yo
LOT 4 I UNDER DRIVEWAYS OR SIDEWALKS.
o o LOT 18
I 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED
If I I I I IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL
SS I f I
I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER.
w I I J 1
o I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
I I I THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER
dl o j I D I
LOT 3 SS^°
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PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED
AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL.I LOT 43
W
I
15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE
LID #2 P
S LOT 19 ALLEY 0 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT.
Ss-o2 f Kn OUTLET o`
I Iv MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED
oQ v LOT 2
STRUCTURE I—
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I I SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO
83• S ' I ° THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGEsToM
ST-2A N
I OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE
STo I I LOT 1 S WITHIN THE EASEMENT.
24" STRM
LOT 44
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LOT 20
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A Suite 200 Fort Collins
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E E E E. Colorado 80525N
v a SS-02 N Phone: 970.226.0557
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OCTOBER 2024EXTENSION
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F...scale 1"=30' feet 41 of 224
SEE SHEET 43
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UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS o
SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE z
INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS
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DRIVEWAY DRIVEWAY
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DRIVEWAY DRIVEWAYLINE. REFER TO DRIVEWAY DRIVEWAY LINE. REFER TO LINE. REFER TO
UTILITY PLANS. UTILITY PLANS. UTILITY PLANS.
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COMPACT LENGTH UVE/WORK 22EI 22EE G
COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH EXTERIOR CORNER COMPACT LENGTH LIVE/WORK COMPACT LENGTH LIVE/WORK S/ONA-
EXTERIOR CORNER INTERIOR EXTERIOR INTERIOR EXTERIOR
OCCUPATION: 66.OX
FRONT YARD m FRONT YARD m FRONT YARD
OCCUPATION: 61.OX OCCUPATION: 78.5X OCCUPATION: 63.9X COVERAGE: 83.5X OCCUPATION: 80.OX OCCUPATION: 68.4X
COVERAGE: 72.OX COVERAGE: 89.8X COVERAGE: 75.3X F.B. PRIMARY: 100X COVERAGE: 90.OX COVERAGE: 86.OX
F.B. PRIMARY: 10OX F.B. PRIMARY. 10OX F.B. PRIMARY: 10OX F.B. SECONDARY: n/a F.B. PRIMARY. 100X F.B. PRIMARY' 100X
F.B. SECONDARY: n/a F.B. SECONDARY: n/ a F.B. SECONDARY: n/a
F.B. SECONDARY: n/a F.B. SECONDARY. n/a SIDEWALK SIDEWALK ys SIDEWALK
T5 T5 T5
SINGLE FAMILY ATTACHED -SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED -
EXTENDED LENGTH EXTENDED LENGTH EXTENDED LENGTH
EXTERIOR CORNER INTERIOR EXTERIOR
OCCUPATION: 68.3X OCCUPATION: 71.4X OCCUPATION: 60.9X
COVERAGE: 90.6X COVERAGE: 95.4X COVERAGE: 80.7X
F.B. PRIMARY. 10OX F.B. PRIMARY 10OX F.B. PRIMARY. 10OX
F.B. SECONDARY: 69.6X F.B. SECONDARY: n/ a F.B. SECONDARY. n/a
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UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS Q Q JSHAREDDUALWATERSERVICEMETERSSHALLBESHAREDDUALWATERSERVICEMETERSSHALLBE
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1.5'- 8.5' FROM 1.0'-2.0' FROM D
DRIVEWAY DRIVEWAY 0VARIES1.5' - 3.0' VARIES 1.5' - 3.0' HOFFPROPERTY1.5'-7.5' FROM 1.5'- 7.5' FROM OFF PROPERTY 1.0' FROM 1.0' FROM
LINE. REFER TO DRIVEWAY DRIVEWAY LINE. REFER TO DRIVEWAY DRIVEWAY
UTILITY PLANS. UTILITY PLANS.
ALLEYC.L. ALLEY C.L. ALLEY C.L ALLEY C.L ALLEY C.L.ALLEY C.L.
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SINGLE FAMILY ATTACHED - 22F7 SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED -SINGLE FAMILY ATTACHED - SINGLE FAMILY FAMILY ATTACHED
COMPACT LENGTH 22EI 22EI 19T 16FT 19T
EXTERIOR CORNER COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH
OCCUPATION: 83.1 X
INTERIOR EXTERIOR EXTERIOR CORNER INTERIOR EXTERIOR
COVERAGE: 89.5X OCCUPATION: 86.9X OCCUPATION: 74.OX OCCUPATION: 78.6X OCCUPATION: 83AX OCCUPATION: 67.6X
F.B. PRIMARY: 100X COVERAGE: 93.5X COVERAGE: 79.8X COVERAGE: 87.8X COVERAGE: 93.6X COVERAGE: 75.6XF.B. SECONDARY. 100X F.B. PRIMARY: 100X F.B. PRIMARY. 100X
F.B. PRIMARY: 100X F.B. PRIMARY: 10OX F.B. PRIMARY: 100X
F.B. SECONDARY. n/ a F.B. SECONDARY. n/a F.B. SECONDARY: 89.7X F.B. SECONDARY: n/a F.B. SECONDARY: n/a 00;
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB NO.
1230.0009.00
20 0 20 40
SCALE
1" = 20,
scale 1"=20' feet DATE
OCTOBER 2024
SHEET
56 of 224
NOTE: SOME SFD LOTS WILL HAVE A
SHARED DUAL METER. REFER TO UTILITY
PLANS FOR ALL DUAL METER LOCATIONS.
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Q 8' 40'BUILDABLE 8' Q 24'BUILDABLE Q 5' 40'BUILDABLE 5 Q 5 40'BUILDABLE 8' a Q 24'BUILDABLE 24'BUILDABLE
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T3.2 T3.2 T4 T4 T4 T4
SINGLE FAMILY DETACHED - MEDIUM SINGLE FAMILY DETACHED - SINGLE FAMILY DETACHED- MEDIUM SINGLE FAMILY DETACHED- MEDIUM SINGLE FAMILY DETACHED- SINGLE FAMILY DETACHED-
ALL CONDITIONS SMALL INTERIOR EXTERIOR CORNER SMALL SMALL
EXTERIOR CORNER INTERIOR EXTERIOR CORNER
OCCUPATION: 51.1 X OCCUPATION: 54A X OCCUPATION: 53.OX
COVERAGE: 75.OX OCCUPATION: 61.5X COVERAGE: 78.6X COVERAGE: 78A X OCCUPATION: 66.7X OCCUPATION: 64.8X
F.B. PRIMARY. n/a COVERAGE: 73.5X F.B. PRIMARY: 85.OX F.B. PRIMARY. 85.OX COVERAGE: 78.6X COVERAGE: 79.2X
F.B. SECONDARY: n/a F.B. PRIMARY. n/a F.B. SECONDARY. n/a F.B. SECONDARY: n/a F.B. PRIMARY. 91.7X F.B. PRIMARY: 91.7X
F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a
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NOTE: SOME SFD LOTS WILL HAVE A
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1.5'-8.5' FROM 1.5'-7.5' FROM 1.5'- 8.5' FROM 1.5'-7.5' FROM M
12. 0' VARIES 1.5' - 3. 0' DRIVEWAY DRIVEWAY VARIES 1.5' - 3.0' DRIVEWAY DRIVEWAY In 0.
11.0' FROM FROM OFF PROPERTY 1.5'-7. 5' FROM OFF PROPERTY 1.5'-7. 5' FROM D
3.0' OFF DRIVEWAY 3. 0' OFF DRIVEWAY LINE. REFER TO DRIVEWAY LINE. REFER TO DRIVEWAY
PROPERTY LINE PROPERTY LINE UTILITY PLANS. UTILITY PLANS. co
ALLEY L. A C.L. ALLEY C.L. ALLEY C.L. ALLEY C.L ALLEY C.L. ALLEY C.L ALLEY C.L.
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COMPACT LENGTH
EXTERIOR CORNER COMPACT LENGTH COMPACT LENGTH
i
INTERIOR EXTERIOR
m PORCH m PORCH m FRONT YARD m • FRONT YARD m FRONT YARD
OCCUPATION: 65.1X
N N N; N COVERAGE: 76.3X OCCUPATION: 79.2X OCCUPATION: 67.4X
m F.B. PRIMARY:100X COVERAGE: 90.OX COVERAGE: 79.1 X
F.B. SECONDARY. n/a F.B. PRIMARY. 100X F.B. PRIMARY. 100X
SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK F.B. SECONDARY. n/a F.B. SECONDARY. n/a
T4 T4 T4 T4 T4
SINGLE FAMILY DETACHED -SINGLE FAMILY DETACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED -
COTTAGE COTTAGE 22EI 22EL 22EL
INTERIOR EXTERIOR CORNER EXTENDED LENGTH EXTENDED LENGTH EXTENDED LENGTH
OCCUPATION: 52.3X OCCUPATION: 50.5X
EXTERIOR CORNER INTERIOR EXTERIOR TST, INC.
COVERAGE: 77.6X COVERAGE: 78.3X OCCUPATION: 58.7X OCCUPATION: 71.4X OCCUPATION: 60.9X
CONSULTING ENGINEERS
F.B. PRIMARY:77.8X F.B. PRIMARY.77.8X COVERAGE: 77.9X COVERAGE: 90.OX COVERAGE: 80.7X 748 Whalers Way
F.B. SECONDARY: n/a F.B. SECONDARY. n/ a F.B. PRIMARY. 10OX F.B. PRIMARY. 10OX F.B. PRIMARY. 10OX Suite 200 Fort Collins
F.B. SECONDARY. n/a F.B. SECONDARY: n/a F.B. SECONDARY. n/a
Colorado 80525
Phone: 970.226.0557
JOB NO.
1230.0009.00
20 0 20 40
SCALE
1" = 20,
scale 1"=20' feet DATE
OCTOBER 2024
SHEET
57 of 224
N
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STA. 18+95.00
STA. 18+63.97 STA. 17+23.97 o_ C)
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45' HORIZ. BEND 8' 11' Q z
22 1/2° HORIZ. BEN 4' 5' aa = j
PROPOSED EXISTING 11 1/4' HORIZ. BEND 2' 3'
GRADE GRADE aREDUCERTO4" 43' 74'
REDUCER TO 6" 25' 62'
5000 5000
rn
REDUCER TO 8"N/A 45' z W
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a00)o ao TEE-RUN N/A N/A
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4995 12,, ci o - - _ - o 11 C) J Ir 4995
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1. RESTRAINTS SHALL BE PLACED ON
JOINTS AT 11 E LOCAl10N OF ALL
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4990 M N - 00 4990 RESTRAINTS IS INDICATED IN TABLE.
cV
2. LENGTH REFERS TO THE AMOUNT OF
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TOGEII ER.
3. LENGTH OF RESIRAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS.
4985 4985 4. SINCE VALVES ARE CLOSE-ABLE, THEY
Of
ARE CONSIDERED A PLUG DEAD END
APPLICATION.
5. MIN 5.0' GROUND COVER READ.
3 3 6. ASSUMES 200 PSI TESTING PRESSURE.
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DATE
OCTOBER 2024
40 0 40 80
SHEET
scale HORIZ: 1"=40' feet 103 of 224
VERT: 1"=4'
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SEE SHEET 104 SEE SHEET 116 SEE SHEET 108Fj) w
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SEE SHEET 104 SEE SHEET 114 SEE SHEET 109
WATERMAIN JOINT RESTRAINTS
PLUG VALVE
NOTES:
1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE
LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF
RESTRAINTS IS INDICATED IN TABLE.
2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST REDUCER TEE
BE RESTRAINED TOGETHER.
3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY
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SCALE
H: 1"=40' V:1"=4'
DATE
OCTOBER 2024
40 0 40 80
SHEET
scale HORIZ: 1"=40' feet 121 of 224
VERT: 1"=4'
PLAN
WATER LINE EASEMENT RIGHT OF WAY
PRECAST CONCRETE T(MIN.) HYDRANT:AWWA C502 W/1"
M.H. SECTION SQUARE OPEN RIGHT OPERATING NUT zo
PAVEMENT IF REQUIRED
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I POLYETHYLENE
POLYETHYLENE
3"MIN
BOND BREAKER
BOND BREAKER
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4'.0"
UNDISTURBED SOIL
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BOND BREAKER i GROUT ALL PIPE 66"MAX. DRAWN
12"(TYP) PENETRATIONS
BRB
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TRACER WIRE
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UNDISTURBED SOIL j\\ \ Op OO oO O \ \\\
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BEARING AREAS FOR VARIOUS FITTINGS (FT2)
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SIZE TEE&PLUG 90°BEND 45°BEND 22 °BEND 11 °BEND COMPACTED 3'-6°MIN.0 1 18"
RESILIENT SEAT GATE VALVE
ND BREAK
O.D. OR 4" MIN. D O O GRANULAR MATERIAL AIR RELEASE& NOTE 4
FLEXIBLE6" 4.0 5.5 3.0 1.5 1.0 4
VACUUM VALVE PLAN VIEW G Cv8" 6.5 9.0 5.0 2.5 1.5 I O O BRASS NIPPLE COUPLING CONCRETE BLOCK TRACER WIRE TERMINAL BOX INSTALLATION e
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SADDLE, FLANGE, HYDRANT GRAVEL 012" 14.0 20.0 11.0 5.5 3.0 L
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24^ 55.5 78.5 42.5 22.0 11.0
SCREEN q'xq"MESH
NOTES:
30" 86.5 175.0 66.0 34.0 17.0 GROUT
NOTES:
1 BOULDENO RS,ETINGC.),RTREES,SHRUBS,
ETAINING WALLS OR
36" 124.0 175.5 95.0 48.5 24.5 CONCRETE FOOTINGS 1. VENT TO BE SURFACED AT FENCE LINE, FENCES ALLOWED WITHIN 10'OF FIRE FIRE HYDRANT
42" 168.0 237.5 128.5 65.5 33.0 W/244 BARS
O JInC,
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HYDRANT.JG IRRIGATION DITCH OR AS ELSEWHERE
SPECIFIED BY DISTRICT.
2. IF COVER SITUATED WITHIN GRAVEL 2. FIRE HYDRANT PIPING,VALES,ETC.SHALL 2'-0"
NOTES:COMPACTED 0 p(_ROADWAYLEAVE COVER 4"BELOW BE DOUBLE WRAPPED IN POLYETHYLENE.
1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL JrIor) vOO SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT
n^ 3. GATE VALVE SIZED PERAIR VALVE ELCO OR LEFT OF EACH FIRE HYDRANT ASSEMBLY
2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 4. LOCATE PER FIELD CONDITIONS
BOLTS OR PIPE.4'-0" I.D
Date File No. Date File No. Date File No. Date File No.
y
IIMEgC
Gy Designed NIA N/A esd010_t)picalthnrst y1 ,
MERC
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e,d006_beddmg_c%ss y
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G Designed NIA N/A esdO17-fire_h.rodront
EAST LARIMER COUNTY WATER DISTRICT E V B/20 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E V 08/2o Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 08191 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E V 8120 Drawing No.Drawn Drawn Drawn Drawn
CO EJV B/20 020 ELCO EJV 10/21 oos f0 EJV B/2, 001 ELC EJV B/21 017
TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF / VACUUM VALVE WITH VAULT Revised TYPICAL FIRE HYDRANT INSTALLATION Revised
NOT TO SCALE yq `h NOT TO SCALE NOT TO SCALE lj,A `
h NOT TO SCALE
01 Approved RS 8/20 Sheet 01 of Ol 1fROils, Approved RS 8/21 Sheet 01 of 01 1U1 Approved RS B/21 Sheet 01 of 01 1fROils, Approved RS 8/21 Sheet 01 of 02
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CENTERLINE SECTION 2' (MIN)
TRENCH
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TRENCH WIDTH TABLE D W 0
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SEE TRENCH WIDTH TABLE PIPE DIAMETER TRENCH WIDTH
INCHES) INCHES)
SEAL ENDS WITH HIGH DENSITY GASKET REQUIRED IF
12" MIN.RUBBER SEAL & STAINLESS FLOWFILL IS USED
STEEL BANDS
CLAY EARTH MATERIAL 4 28
NOTE 3)Z c/
WATER LINE PIPE 6 30
0
8 32
10 34 UENDSECTION
MIN. 2 FT. OR AS 12 36
DETERMINED BYGEOTECH1438I1 " MIN
ENGINEER
NICAL
LIMITS OF TRENCH 16 40
CASING
j\\j\\j\\j\ 18 42
2'-0" 0<// 24 46
CARRIER PIPE
MIN.) WATER LINE
I LIMITS OF CLAY
CUT-OFF WALL
PIPE BELL Z
Date File No.
y`
pQl1MEA
OGs Designed NIA N/A esd023_trench_de1o11
EAST LARIMER COUNTY WATER DISTRICT
NOTES: f
Drawn
RKB 10/91 Drawing No.
TRENCH DETAIL
E v B/20 OT
CASING SP-ACER ASSEMBLY
1. CLAY SHALL BE COMPACTED TO 95/o
Revised
Sheet 01 of 01A01ApprovedRSB/20
NOT TO SCALE
MAXIMUM DENSITY.
NOTE:2. CLAY MATERIAL TO BE CLASSIFIED AS SC,
SEE SPECIFICATIONS FOR ACCEPTED CASING SPACER AND END CL OR ML-CL.
SEAL MANUFACTURERS AND MODELS.
3. FLOWFILL MAY BE USED INSTEAD OF CLAY TST, INC.
MATERIAL IF APPROVED BY DISTRICT. CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Date File No. Date File No. Colorado 80525
AR1MER
OGy Designed N N/A esd004_buried-casing
pR MER
pGy Designed NIA N/A esd007_cut_ol!_wo11 Phone: 970.226.0557
EAST LARIMER COUNTY WATER DISTRICT Drawn Drawn
RKB 12/9J Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 10/01/91 Drawing No.JOB NO.
BURIED CASING DETAIL
E v B/20 004 f 007
AIE t
Revised
NOT TO SCALE AIE CUT-OFF WALL Revised
E V B/21
NOT TO SCALE
1230.0009.00
01 Approved Approved RS B/20 Sheet 01 of 01 B01St Approved RS B/21 Sheet 01 of 01 SCALE
NTS
DATE
OCTOBER 2024
SHEET
206 of 224
SINGLE METER LAYOUT INSTALLATION DETAIL
BUTTERFLY VALVE DETAIL
Z
0
PROPERTY LINE O 0BOXINSTALLEDTOGRADEU) w
a' INDIVIDUAL TO EITHER RIGHT OR LEFT
SECTION A-A
SERVICE LINE
LLJ
OF ALL NEW FIRE HYDRANT i
I ASSEMBLIES
VALVE BOX WATER LINE
SINGLE METER UTILITY
BUTTERFLY VALVE
PIT F EASEMENT
AWWAC504)
I
w
iMECHANICAL JOINT1WATERLINE
RESTRAINED)
VARIES III—NOTE: m
ALL VALVES OPEN LEFT
1 DRAWN
NOTE 1)BRB
CHECKED
DAP
NOTES:
NOTE 1 VALVE OPERATOR
W w W w W 1: See Meter Pit Detail DESIGNED
2: Distance may need to LOOP TRACER BRB
be modified if drainage WIRE INTO BOX
GATE VALVE DETAIL FILENAME
or other site specific
TOP OF VALVE BOX SHALL 0009_Details
conditions dictate WATER"VALVE TOP
BE SET!'-1"BELOWDUALMETERLAYOUT
changes to these
o 0 0 p SURROUNDING ASPHALT
dimensions.
TRACER WIRE 6° \i/\ APO L/C
PROPERTY LINE
12-GUAGE O ••••••
3-, i o o 0 0 o c
VALVE BOX SHALL BE SCREWED DOWN 6" O•p.N `,P
OR AS DIRETED PER ELCO INSPECTOR
7-
Q
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a INDIVIDUAL INSULATED BURIED BELOW GRADE IF INSTALLED
v
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o 0 0 0 0 0 o c j, INANON-PAVED ROADWAY
GSOLID J
TYP.)
COPPER NOTES:
O O O O 18n 1. VALVE BOXES SHALL BE
0 0 0 0 0 0 _ CENTERED AND PLUMB OVER
OPERATING NUT.
DUAL METER UTILITY
o 0 0 0 0 0 o c
2. BACKFILL AROUND VALVE
G
PIT EASEMENT
3-PIECE VALVE Box
NALBOXESSHALLBEHANDPLACEDS/ONAL
AND COMPACTED FOR A i\/\/
0 0 0 0 0 0 o c
MINIMUM 4'RADIUS AROUND j\j
VALVE BOX 2"OPERATING NUT
OPEN LEFT
VARIES CLEAN 4" ROCK i i,;
COMPACTED SOIL
2 W
NOTE 1)NOTES:
TRACER WIRE TAPED
j/ /// / TO TOP OF PIPE
1. BOX & LID ASSEMBLY SHALL BE CAST IRON WATER LINE
TYLER SLIP-TYPE MODEL 6865 (TOP ONLY)
OR APPROVED EQUAL.
2. TRACER WIRE SHALL NOT BE INSTALLED
W W W W W BROUGHT TO SURFACE) IN VALVE BOXES.
MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWA C500)
Date File No. Date File No. Date File No.
Designed Rs 07129120
e5d01J melerpit/00Ut
y
MERC,
Designed NIA N/A
esd012_trocer wire_box Designed RKB 08/91
eSdOIL uo/14e detoil
EAST LARIMER COUNTY WATER DISTRICT E V 07129120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E V 9120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E V 08/20 Drawing No.Drawn Drawn Drawn
WATER METER LAYOUT DETAILS Revised
RS 07129120 Old
Revised RevisedTRACERWIREBOXDETAIL
E v 2' 021
VALVE DETAIL
016 Z JEVa/21
y NOT TO SCALE ty G NOT TO SCALE y NOT TO SCALE
OgrER01SApprovedRS07/29/20 Sheet Ol of O1 grfR0lSt
Approved RS B/21 Sheet O1 of O1
AIfRUISSR
Approved RS 9/21 Sheet 01 of 01
c
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WATER MAIN CONSTRUCTION:
CROSSING UTILITY INSTALL MEGALUG
IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER EXISTING WATER LINE FLOW FILL EXTEND 3' EACH RETAINER GLANDS (TYP.)
CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER 45° BENDS (TYP.) WAY FROM CENTER z co
LESS THAN MIN.
TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW 0 z
4.5' NORMAL MIN. COVER)
MINIMUM COVER IS AGAIN OBTAINED O
REALIGNED WATER LINE
1" MIN. BLUE-BOARD WATER MAIN
a
H (NOTE 4)
GRAVITY
ANCHOR (TYP.)
C .
4
1
NOTE 5)
4' _ THRUST BLOCK
1" MIN. BLUE-BOARD
Q
I 8 8'
TYP.) (NOTE 5)
1.5' MIN.
FULL TRENCH WIDTH)STEEL CASING (NOTE 4)
GENERAL NOTES:
1. SEE THRUST BLOCK DETAIL FOR SIZING.
2. ALL FITTINGS & JOINTS IN LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS.
STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE & FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT.
IF STORM SEWER CULVERT IS BEING CONSTRUCTED 4. IF CLEARANCE "H" IS LESS THAN 18", INSTALL STEEL CASING WHEN CROSSING UTILITY IS 24" DIAMETER OR
UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF
CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC
WAY FROM CROSSING. CONDITIONS.
5. ANCHOR AND THRUST BLOCKS TO BE INSTALLED ONLY IF ADEQUATE MECHANICAL THRUST RESTRAINT CANNOT
BE PROVIDED OR AS REQUIRED BY DESIGN ENGINEER OR ELCO. ENGINEER TO DETERMINE DISTANCES TO BE
RESTRAINED.
STORM SEWER CULVERT TSTr INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
11MERC
Date File No. Date File No.
Colorado 80525
RIMER Phone: 970.226.0557
EAST LARIMER COUNTY WATER DISTRICT
Designed
R
A N/A
esawi crossing curert COGyi EAST LARIMER COUNTY WATER DISTRICT
Designed NIA
V NIA12 erawin m0i2lowering JOB NO.
Drawn
RKB 05/03 Drawing No.
Drawn
EJV 8/20 Drawing No. 1230.0009.00a7
ElCO
INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING
E v 9/21 E v 9/21 019
Revised
TO SCALE
Revised SCALE
NOTOT WATER MAIN LOWERINGWERING DETAIL NOT TO SCALE
R ols RS 9121 1 ols RS 9121
N TS
Approved Sheet 01 of 02 Approved Sheet O7 of Ol
DATE
OCTOBER 2024
SHEET
207 of 224