CDPS Ft Morgan - For Construction.pdf

COVER

C100

XXXX

GAS GAS

WAT WAT

ELEC ELEC

OHE OHE

XXX

STORM SEWER

WATER LINE

GAS LINE

ELECTRICAL

OVERHEAD POWER LINES

ELECTRICAL BOX

SITE LIGHT

SIGN

INLET

CLEAN OUT

TREE

SLOPE

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

PROPOSED

UTILITY POLE

GAS METER

FO FOFIBER OPTIC LINE

GREASE INTERCEPTOR

MASTER LEGEND

GRADING LEGEND

FLARED END SECTION

DEMOLITION NOTES:

1. TREE REMOVAL/RELOCATION SHALL BE COORDINATED WITH LANDSCAPE PLANS AND OWNER'S

REPRESENTATIVE.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY THE EXTENTS OF

REQUIRED DEMOLITION PRIOR TO CONSTRUCTION. ADDITIONAL SCOPE MAY BE REQUIRED

THAN SHOWN HEREON. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH

STRUCTURAL MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPING AND ARCHITECTURAL

DRAWINGS.

3. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED UTILITIES. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES PRIOR TO CONSTRUCTION.

4. THESE PLANS ARE BASED ON THE SURVEY BY ENGINEERING SERVICE COMPANY, DATED

01/21/2026. HCI ENGINEERING HAS NOT CONDUCTED ANY ON SITE INVESTIGATION FOR

EXISTING UTILITIES. ADDITIONAL UTILITIES, IN USE OR ABANDONED, MIGHT EXIST ON, NEAR OR

CROSSING THE SUBJECT PROPERTY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT

ON SITE INVESTIGATION FOR UNKNOWN UTILITIES AND CONFIRM UTILITY LOCATIONS SHOWN

HEREON. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCY.

5. CONTRACTOR SHALL PRESERVE EXISTING VEGETATION OUTSIDE OF THE PROJECT LIMITS.

ANY DAMAGE TO VEGETATION OR SITE IMPROVEMENTS OUTSIDE OF THE PROJECT LIMITS DUE

TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.

6. BARRIERS/FENCING SHALL BE PROVIDED PRIOR TO SITE DEMOLITION TO PROVIDE FOR

SAFETY OF WORKERS AND PASSERSBY. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN

ROUTES DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL SUBMIT A DETAIL DEMOLITION PLAN OUTLINING REMOVAL.

8. THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL DURING DEMOLITION TO INCLUDE

COVERING TRUCKS HAULING DEBRIS OFFSITE, PERIODICALLY CLEANING AND SWEEPING

ADJACENT STREETS AND DRIVES AND/OR USING DUST PALLIATIVE AS NEEDED.

9. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT PAVEMENT AT DEMOLITION LIMITS.

APPLY SS-1 TACKCOAT AT EDGE PRIOR TO PLACING NEW ASPHALT.

10. EXISTING CONCRETE AT DEMOLITION LIMITS SHALL BE SCORED THEN BROKEN AT THE JOINT

TO CREATE A ROUGH SURFACE TO ACCEPT NEW CONCRETE.

11. THE CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS FOR THE DISPOSAL OF ALL

DEMOLISHED ITEMS.

12. THOROUGHLY CLEAN ALL AREAS, SURFACES, BUILDINGS AND STRUCTURES IMPACTED BY

DEMOLITION ACTIVITIES PRIOR TO START OF NEW CONSTRUCTION.

13. DEMOLITION SHALL INCLUDE (AT A MINIMUM):

· REMOVAL OF ASPHALT, CONCRETE, AND OR GRAVEL SURFACES.

· REMOVAL OR TREES, BUSHES AND FOLIAGE, AS DIRECTED BY LANDSCAPE. TREE REMOVAL

OR TRANSPLANTING SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND

LANDSCAPE.

· REMOVAL OF FENCE.

· REMOVAL OF ANY UNSATISFACTORY SOIL, AS IDENTIFIED BY THE GEOTECHNICAL

ENGINEER.

14. CONTRACTOR SHALL PROVIDE FOR REMOVAL OF EXTRA THICK CONCRETE PADS AROUND THE

EXISTING SCALE.

HCI GENERAL UTILITY NOTES:

1. ALL WATER, SANITARY SEWER AND STORM SEWER WORK SHALL COMPLY WITH THE

APPROPRIATE GOVERNING AGENCIES' STANDARDS AND SPECIFICATIONS, CURRENT EDITION,

PERTINENT TO EACH UTILITY.

2. THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELEVATIONS OF EXISTING SANITARY

SEWER, STORM SEWER, WATER LINES AND MANHOLES TO BE TIED TO PRIOR TO

CONSTRUCTION OR STAKING OF PIPE. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY

DISCREPANCY.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET

OF RECORD DRAWINGS.

4. THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND THE

APPROPRIATE GOVERNING AGENCY PRIOR TO THE BEGINNING OF ANY CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING UTILITY (INCLUDING

DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. ALL EXISTING UTILITIES

SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE

REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.

5. THE LOCATIONS OF EXISTING UTILITIES ARE BASED UPON THE BEST AVAILABLE INFORMATION, ARE SHOWN IN AN APPROXIMATE WAY ONLY, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED

BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE

CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.

6. LOCATION OF ALL EXISTING UTILITIES (PRIVATE OR PUBLIC) SHALL BE IDENTIFIED AND VERIFIED

BY CONTRACTOR PRIOR TO MOBILIZATION, CONSTRUCTION, OR ORDERING OF MATERIALS. THE

CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL, REPLACEMENT AND DELAY RELATED

TO UNVERIFIED EXISTING CONDITIONS. WHERE THE CONTRACTOR FINDS CONFLICTS OR

DISCREPANCIES THEY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER.

7. THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS THAT ARE NECESSARY TO

PERFORM THE PROPOSED WORK.

8. PIPE BACKFILLING SHALL NOT OCCUR UNTIL PIPE HAS BEEN INSPECTED.

9. BEGIN LAYING PIPE AT THE LOWEST POINT, WITH THE BELLS POINTING UPHILL. LAY THE PIPE IN

ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. LAY

PIPE TRUE TO LINE AND GRADE AS SHOWN ON THE DRAWINGS.

10. ALL STORM SEWER AND SANITARY SEWER PIPE LENGTHS AND SLOPES ARE FIGURED FROM

CENTER OF MANHOLE, BEND, WYE AND THE INSIDE WALL OF INLETS. PIPE LENGTHS ARE GIVEN

AS A HORIZONTAL LENGTH AND ARE APPROXIMATE. PIPE LENGTHS INCLUDE THE FLARED END

SECTION.

11. ALL STORM SEWER AND SANITARY SEWER PIPE BEDDING TO BE CLASS B BEDDING ALTERNATE, UNLESS OTHERWISE NOTED.

12. RCP STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE NOTED.

13. ALL RCP SECTIONS SHALL BE JOINED IN SUCH A MANNER THAT THE ENDS ARE FULLY ENTERED

AND THE INNER SURFACES ARE REASONABLY FLUSH. RUBBER GASKETS SHALL BE USED ON

ALL PIPE JOINTS CONFORMING TO ASTM C-433. AVERAGE JOINT GAP THAT EXCEEDS ½ INCH

SHALL BE FILLED WITH AN APPROVED FLEXIBLE PLASTIC SEALANT.

14. PVC STORM SEWER PIPES AND SANITARY MAIN / SERVICES SHALL CONFORM TO ASTM D3034 SDR 35 FOR SIZES 4-INCHES TO 15-INCHES IN DIAMETER (SOLID WALL), UNLESS OTHERWISE

NOTED. GASKETS SHALL COMPLY WITH ASTM F477, CONSISTING OF A PROPERLY VULCANIZED

HIGH GRADE ELASTOMERIC COMPOUND. LUBRICANTS SHALL BE IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS. JOINTS SHALL BE IN CONFORMANCE WITH ASTM D3212.

C900 PIPE USED FOR STORM SEWER CONSTRUCTION SHALL BE DR18.

15. CONSTRUCTION AND MATERIALS USED IN ALL STORM SEWER CONSTRUCTION SHALL BE PER

THE APPROPRIATE GOVERNING AGENCIES STANDARDS. ALL MANHOLES SHALL HAVE SHAPED

INVERTS.

16. CONSTRUCTION AND MATERIALS USED IN ALL SANITARY SEWER OR WATER MAIN

CONSTRUCTION SHALL BE PER THE APPROPRIATE GOVERNING AGENCIES STANDARDS AND

SPECIFICATIONS. ALL MANHOLES SHALL HAVE SHAPED INVERTS.

17. MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS

FINAL ELEVATIONS. RING AND COVER SHALL BE SET IN CENTERED CONCRETE RINGS WITH

RAM-NECK FOR ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS.

18. SANITARY AND STORM SEWER PIPE SHALL BE CONSTRUCTED A MINIMUM OF TEN-FEET FROM

THE CENTER OF WATER LINES. EXCEPT WHERE THEY CROSS.

19. ALL WATER AND SANITARY SEWER SERVICES MUST BE INSPECTED BY THE APPROPRIATE

GOVERNING AGENCIES INSPECTOR.

20. SANITARY SEWER CLEAN OUTS SHALL BE THE SAME SIZE AS THE HOST PIPE. CLEAN OUTS TO

HAVE THREADED CAPS. COVERS TO BE TRAFFIC RATED AND FLUSH WITH FINISHED GRADE.

21. WATER SERVICE PIPING SHALL BE TYPE K COPPER, SOFT, UNLESS OTHERWISE NOTED. ALL

WATER SERVICE PIPE SHALL BE INSTALLED WITH 5.0-FT COVER TYPICAL (4.5-FT MINIMUM)

BELOW FINISHED GRADE. THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE

PLANS AND APPROVED BY APPROPRIATE GOVERNING AGENCY.

22. REFER TO LIGHTING PLAN FOR LOCATIONS OF LIGHT POLES.

23. WHERE APPROPRIATE, NEATLY SAW CUT ALL EXISTING CONCRETE AND ASPHALT, THE

PLACEMENT OF ADDITIONAL PAVING SHALL BE DONE TO A NEAT WORK LINE, SAW CUTTING A

MINIMUM OF ONE (1) FOOT. SAW CUTTING WILL NOT BE PAID FOR SEPARATELY BUT WILL BE

CONSIDERED INCIDENTAL TO THE WORK. REPAIR/REPLACE ALL DISTURBED EXISTING ITEMS

WITH LIKE MATERIALS AND THICKNESSES. ANY ASPHALT REMOVED IS TO BE REPLACED TO

MEET THE SPECIFICATIONS OF THE COLORADO DEPT OF TRANSPORTATION. EXISTING

CONCRETE PAVEMENT SHALL BE SCORED THEN BROKEN AT JOINT TO CREATE A ROUGH

SURFACE FOR THE CONSTRUCTION JOINT.

24. ALL ASPHALT WORK REQUIRING PATCHING WILL BE PERFORMED TO A NEAT WORK LINE. THE EXISTING ASPHALT SHALL BE SAW CUT. ALL ASPHALT PATCH WORK SHALL BE AT LEAST 2' WIDE

AFTER THE COMPLETION OF WORK. NEW CURB CAN BE PLACED FLUSH WITH THE EXISTING

ASPHALT IF IT IS TO A NEAT WORK LINE.

25. ALL UTILITIES ARE BASED UPON SURFACE LOCATES AND OR RECORD MAPS. ENGINEER IS NOT

RESPONSIBLE FOR INCONSISTENCIES DUE TO INACCURATE LOCATES OR RECORDS. ENGINEER

RECOMMENDS ALL UTILITIES BE POTHOLED AND FIELD SURVEYED TO VERIFY THIS

INFORMATION.

CIVIL ENGINEER:

HCI ENGINEERING

ATTN: COLE HABERER

621 SOUTHPARK DR., SUITE 1600

LITTLETON, CO 80120

PHONE: 303-979-3900 x201

SURVEYOR:

ENGINEERING SERVICE COMPANY

ATTN: JEFFREY MILLER, PLS

14190 E. EVANS AVE.

AURORA, CO 80014

PH: 303-337-1393

SCALE MANUFACTURER:

CARDINAL SCALE MANUFACTURING CO.

ATTN: ANITA CANTRELL

102 E. DAUGHERTY ST.

WEBB CITY, MO 64870

417-673-4631

VICINITY MAP

SCALE: 1"=1,500'

ENGINEERS CERTIFICATE

I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY

ME AND /OR UNDER MY SUPERVISION AND THAT I AM A LICENSED

PROFESSIONAL ENGINEER UNDER THE STATUES OF THE STATE

OF COLORADO

COLE C. HABERER, P.E. DATE

STATE OF COLORADO NO. 43259

AREA DESCRIPTION

WEIGH STATION LOCATED AT INTERSTATE 76, ADDRESS

13395 I-76 NORTH FRONTAGE RD,

FORT MORGAN, CO 80701

A PARCEL OF LAND SITUATED IN THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP 3

NORTH, RANGE 58 WEST OF THE 6TH P.M., COUNTY OF MORGAN, STATE OF COLORADO

BENCHMARK

NGS BENCHMARK POINT DESIGNATION “C 418” - FOUND STEEL ROD IN A LOGO BOX,

LOCATED AT I-76 MILEPOST 74.75 ALONG THE SOUTH FRONTAGE ROAD, 0.2 MILES EAST

OF THE WEIGH STATION, 119 FEET SOUTHEAST FROM THE CENTER LINE OF THE EAST

BOUND LANES OF I-76, 62.7 FEET SOUTHWEST FROM THE CENTER OF A GATE TO A FIELD

ROAD, 33.5 FEET SOUTHEAST FROM THE CENTER LINE OF THE FRONTAGE ROAD, 11.5

FEET SOUTHWEST FROM TELEPHONE RISER BOX NUMBER 13622, 3.9 FEET NORTHEAST

OF A POWER POLE WITH 2 GUY WIRES, 1.0 FEET NORTH OF A CARSONITE WITNESS

POST AND ABOUT 2.0 FEET BELOW THE HIGHWAY GRADE. ELEVATION: 4402.38 FEET

(NAVD 1988 DATUM).

Sheet List Table Sheet Number Sheet Title

C100 COVER

C200 UTILITY PLAN

C300 DETAILS

1 OF 1 PIT FOUNDATION PLAN

1 OF 1 TRUCK SCALE, ARMOR

1 OF 1 INTERCONNECTION ASSY. & DIAGRAM, 4 L. C. SYSTEM

*FOR REFERENCE ONLY*

1 OF 1 GROUNDING INSTRUCTIONS

*FOR REFERENCE ONLY*

REVISIONS:

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Checked By:

Date Issued:

Project No:

CALL 811 2-BUSINESS DAYS IN

ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND

MEMBER UTILITIES.

Know what's below, Call before you dig.

Number:

A DIVISION OF

HABERER CARPENTRY INC.

621 SOUTHPARK DR., SUITE 1600

LITTLETON CO, 80120

PHONE: (303) 979-3900

INFO@HABERERGROUP.COM

FT MORGAN WEIGH STATION

A PARCEL OF LAND SITUATED IN THE NORTHWEST 1/4 OF SECTION 8,

TOWNSHIP 3 NORTH, RANGE 58 WEST OF THE 6TH P.M.,

COUNTY OF MORGAN, STATE OF COLORADO

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HCI 26_02

2026-02-25

1 02.13.26 1ST SUB

FOR CONSTRUCTION

PIT DRAIN

N 1,336,672.78 E 3,448,061.82

4" PVC ~ 57.7 LF

CLEANOUT-1

N 1,336,694.66 E 3,448,115.17

4" P

VC

9.

LF

SAND/OIL INTERCEPTOR

N 1,336,724.03 E 3,448,118.48

CLEANOUT-2

N 1,336,731.98 E 3,448,119.37

4" PVC ~ 8.0 LF

4" P

VC

6.

LF

OUTFALL

N 1,336,748.08 E 3,448,121.18

REMOVE EXISTING

STEPS & REPLACE WITH

4 STEPS: 5.5" RISERS &

12" TREADS

& HAND RAILS

MATCH EX.

4397.74

MATCH EX.

4399.65

99.61

MATCH EX.

4399.64

MATCH EX.

4399.56

MATCH EX.

4397.81

1-STORY WOOD SHED

~173 SF

1-STORY VINYL

& STONE BUILDING

±686 SF

MATCH EX.

4399.53

99.57

REMOVE & REPLACE

CONCRETE WALK

10.00'

19.33'

10.00'14.10'

5.00' SAWCUT & PATCH

PER CDOT SPEC.S

7.68'

7.80' N=1,336,670.45 E=3,448,075.25

N=1,336,683.59 E=3,448,070.13

N=1,336,669.29 E=3,448,033.48

N=1,336,656.15 E=3,448,038.61

N=1,336,690.48 E=3,448,027.01

N=1,336,678.56 E=3,448,035.79

N=1,336,688.71 E=3,448,062.12

N=1,336,669.87 E=3,448,054.37

28.23'

PRO CONCRETE APRON;

REINFORCE WITH #4 REBAR

AT 12" O.C., BOTH WAYS

PRO SCALE; EXISTING ELECTRIC &

DATA TO BE REUSED FOR SCALE

CONNECTION TO SCALE HOUSE

*CAUTION!* UTILITY CROSSING!

CONTRACTOR TO VERIFY EXISTING UTILITY

DEPTH PRIOR TO PIPE INSTALLATION

PRO CONCRETE APRON;

REINFORCE WITH #4 REBAR

AT 12" O.C., BOTH WAYS

DOWEL TO EXISTING CONCRETE

WITH TIE BARS; #6 REBAR AT 36"

O.C. PER CDOT DETAIL M-412-1

DOWEL TO EXISTING CONCRETE

WITH TIE BARS; #6 REBAR AT 36"

O.C. PER CDOT DETAIL M-412-1

MATCH EX.

4397.46

MATCH EX.

4397.52

MATCH EX.

4397.50

MATCH EX.

4397.49

Profile View of PRO. STORM DRAIN

4390.00

4395.00

4400.00

4405.00

4390.00

4395.00

4400.00

4405.00

PIT DRAIN

STA:10+32.00

RIM:4397.55

INV OUT (E): 4395.56 (4" PVC)

CLEANOUT-1

STA:10+89.67

RIM:4397.40

INV IN (W): 4395.27 (4" PVC)

INV OUT (N): 4395.27 (4" PVC)

57.7' of 4" PVC @ 0.50% 29.5' of 4" PVC @ 0.50%

SAND/OIL INTERCEPTOR

STA:11+19.21

STRUCTURE TOP:4396.62

RIM:4397.26

INV IN (S): 4395.12 (4" PVC)

INV OUT (N): 4395.12 (4" PVC)

8.0' of 4" PVC @ 0.50%

CLEANOUT-2

STA:11+27.21

RIM:4396.92

INV IN (S): 4395.08 (4" PVC)

INV OUT (N): 4395.08 (4" PVC)

16.2' of 4" PVC @ 0.50%

OUTFALL

STA:11+43.42

RIM:4395.37

INV IN (S): 4395.00 (4" PVC)

10.00'

APRON

10.00'

APRON

N

30'20'10'0'

SCALE: 1"=10'

UTILITY PLAN

C200

MATERIAL LIST

MATERIALS QUANTITY

CONC. DEMO 871 SF

STM. CLEAN OUT 2 EA.

SAND/OIL INTERCEPTOR 1 EA.

4'' PVC PIPE 103 LF

PROPOSED CONCRETE 655 SF

#6 REBAR FOR TIE IN 76 EA.

UTILITY NOTES

1. BURY DEPTHS OF EXISTING DRY UTILITIES ARE SHOWN AS A

REFERENCE ONLY. CONTRACTOR TO VERIFY ACTUAL DEPTH PRIOR

TO CONSTRUCTION.

2. BURY DEPTH OF ALL SERVICE LINES IS NOT KNOW. CONTRACTOR FOR

VERIFY ACTUAL DEPTH PRIOR TO CONSTRUCTION.

3. CONTRACTOR TO VERIFY EXTENTS OF SEPTIC SYSTEM PRIOR TO

INSTALLATION OF THE STORM SYSTEM.

4. EXISTING ELECTRIC LINES TO THE EXISTING SCALE ARE TO REMAIN IN

PLACE AND BE REUSED WITH THE NEW SCALE.

CONCRETE NOTES

1. PROPOSED CONCRETE SHALL BE THE SAME THICKNESS AS EXISTING

SLAB WITH PSI STRENGTH IN ACCORDANCE WITH CDOT STANDARDS

DESCRIBED IN DIVISION 600 (MISCELLANEOUS CONSTRUCTION),

SECTION 601 (STRUCTURAL CONCRETE).

2. CONCRETE APRON SLOPES NOT TO EXCEED 1% IN ANY DIRECTION.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PROVIDE THE FOLLOWING EROSION CONTROL

MEASURES AROUND AND WITHIN THE SITE TO ENSURE EROSION AND

RUNOFF IS CONTROLLED.

1.1. SILT FENCE: AROUND LIMITS OF CONSTRUCTION

1.2. CONCRETE WASHOUT AREA: ONE LOCATION ON SITE

1.3. CURB SOCKS: DOWNSTREAM OF THE LIMITS OF CONSTRUCTION REVISIONS:

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Checked By:

Date Issued:

Project No:

CALL 811 2-BUSINESS DAYS IN

ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND

MEMBER UTILITIES.

Know what's below, Call before you dig.

Number:

A DIVISION OF

HABERER CARPENTRY INC.

621 SOUTHPARK DR., SUITE 1600

LITTLETON CO, 80120

PHONE: (303) 979-3900

INFO@HABERERGROUP.COM

FT MORGAN WEIGH STATION

A PARCEL OF LAND SITUATED IN THE NORTHWEST 1/4 OF SECTION 8,

TOWNSHIP 3 NORTH, RANGE 58 WEST OF THE 6TH P.M.,

COUNTY OF MORGAN, STATE OF COLORADO

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HCI 26_02

2026-02-25

1 02.13.26 1ST SUBPRIOR TO POURING OF ANY CONCRETE,

CONTRACTOR SHALL SCHEDULE AND

PERFORM A FORM & SCALE TEMPLATE

CHECK WITH SCALE VENDOR.

PROVIDE ENGINEER & STATE WITH

WRITTEN RECEIPT OF COMPLETION

SHOWING VENDOR APPROVAL.

DETAILS

C300

NOTES:

1. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL

NOT BE TRANSFERRED TO MAIN.

2. SERVICE LINE CLEANOUT MAY BE INSTALLED APPROXIMATELY 5 FEET

OUTSIDE THE BUILDING FOUNDATION.

3. A CLEANOUT IS REQUIRED ON ALL SERVICE LINES EVERY 100 FEET, AT

EVERY 'Y' OR AFTER A COMBINED TOTAL OF 145° OF BEND.

Scale: N.T.S.

SEWER C.O.A

4" PVC RISER PIPE

SCREW-ON WATER

TIGHT PLUG

4" 45° ELBOW

H-25 RATED LAMP

HOLE COVER

FINISHED GRADE

DRAIN LINE PER PLAN

FLOW

TOP OF PIPE

EMBEDMENT

MATERIAL

HAUNCHING

4" BEDDING

MINIMUM

NOTES:

1. EMBEDMENT MATERIAL MUST BE CLASS I (#67 OR #78M

WASHED STONE IS TYPICALLY USED).

2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM

95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL.

3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES

WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO SOIL TYPE

OR MOISTURE CONDITIONS.

4. ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 30

FEET IN DEPTH MUST BE DUCTILE IRON PIPE.

STANDARD BEDDING

FOR 3' TO 14' DEPTHS

UNDISTURBED

TRENCH WALL

COMPACTED

BACK FILL

SDR 26 OR

SDR 35 PVC

PVC

Scale: N.T.S.

STANDARD BEDDING DETAILB Scale: N.T.S.

SCALE DETAILC

SCALE PLATE

SLOPE TO DRAIN

4" PVC STORM PIPE @ 0.5%

FINISHED GRADE

MAX. 1/4" : 10' SLOPE AT APPROACH

AND DEPARTURE FOR 10'

REFERENCE PIT FOUNDATION

PLANS FOR PIT DESIGN

10.00'

FINISHED GRADE

MAX. 1/4" : 10' SLOPE AT APPROACH

AND DEPARTURE FOR 10'

10.00'

NOTES:

1. CONTRACTOR TO SAW CUT EXISTING CONCRETE AS

NECESSARY FOR INSTALLATION OF PIT, AND 10'

APPROACH/DEPARTURE.

2. MATCH EXISTING CONCRETE THICKNESS WITH ANY NEW

CONCRETE. CONTRACTOR TO BUDGET 18" CONCRETE

THICKNESS.

REVISIONS:

Drawn By:

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Checked By:

Date Issued:

Project No:

CALL 811 2-BUSINESS DAYS IN

ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND

MEMBER UTILITIES.

Know what's below, Call before you dig.

Number:

A DIVISION OF

HABERER CARPENTRY INC.

621 SOUTHPARK DR., SUITE 1600

LITTLETON CO, 80120

PHONE: (303) 979-3900

INFO@HABERERGROUP.COM

FT MORGAN WEIGH STATION

A PARCEL OF LAND SITUATED IN THE NORTHWEST 1/4 OF SECTION 8,

TOWNSHIP 3 NORTH, RANGE 58 WEST OF THE 6TH P.M.,

COUNTY OF MORGAN, STATE OF COLORADO

GJB

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CCH

HCI 26_02

2026-02-25

1 02.13.26 1ST SUB

MIN.

R 9"

(TYP.)

R 9"

(TYP.)

9"

1'-6"

MIN.

1'-6"

(TYP.)

3' -6

2' -1

0"

2' -1

0"

LENGTH OF LANDING 5' MIN.

TOP LANDING

9"

MIN.

2' -1

0"

2" MIN.

(TYP.)

℄ POSTSTEEL HANDRAIL REQUIRED

FOR THREE OR MORE STEPS

℄ HANDRAIL

Scale: N.T.S.

STAIR & HANDRAIL DETAILD

12" TREADS

5.5" RISERS

Anita Cantrell

762575

04 19 24

GBogdanoff Image

Anita Cantrell

762575

04 19 24

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