Truman SS Bypass 4-11-25 A.pdf

PDF 18 MB Posted Apr 11, 2025

Attached to: Truman Bypass Sanitary Sewer
Solicitation number: 25-007
Issued by: Colorado

About this file

Written by GovTribe AI · Apr 12, 2025

These construction plans detail the Truman Bypass Sanitary Sewer Project for the Town of Bennett, Colorado, prepared by Terramax, Inc. in April 2025. The project involves constructing approximately 1,571 linear feet of 18-inch PVC sanitary sewer line, including nine 5-foot diameter manholes along Truman Avenue and adjacent streets. The plans include comprehensive documentation such as right-of-way and control plans, site demolition plans, erosion control plans, typical street sections, and detailed connection strategies for intersecting streets and alleys. The design incorporates multiple connection points, utility crossings, and considerations for existing infrastructure, with specific attention to maintaining proper invert elevations and managing existing utility interfaces.

The project's technical specifications indicate a complex municipal infrastructure upgrade with precise engineering requirements. The construction will involve removing existing concrete paving, sidewalks, and utility connections, with new sanitary sewer lines ranging from depths of 4-7 feet and utilizing PVC piping. The plans show careful consideration of existing utilities including water lines, gas lines, electrical infrastructure, and storm sewers. The project includes detailed erosion control measures and vehicle tracking controls, suggesting a comprehensive approach to both infrastructure improvement and environmental management. The engineering firm, Terramax, Inc., has prepared the plans under the direct supervision of Daniel P. Giroux, a registered professional engineer in Colorado, with the documents issued for bid in April 2025.

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RFP 25-007 - Truman Bypass Sanitary Sewer Project.pdf	PDF	Apr 11, 2025

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TOWN OF

BENNETT

HIGHWAY 36

PROJECT

LOCATION

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TRUMAN AVE

VICINITY MAP

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BENNETT, COLORADO

APRIL, 2025

SANITARY SEWER

TOWN of BENNETT

CONSTRUCTION PLANS

Terramax, Inc.

4220 Golf Vista Drive Loveland, Colorado 80537

CIVIL ENGINEER:

PROJECT OWNER:

Bennett, CO 80102 207 Muegge Way Town of Bennett

(303) 929-3194

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Sheet List Table No. Sheet Title

1 COVER SHEET

2 GENERAL NOTES AND SPECIFICATIONS

3 RIGHT-OF-WAY AND CONTROL PLAN

4 SITE DEMOLITION PLAN

5 SITE PLAN

6 TRUMAN AVE PLAN AND PROFILE

7 SECOND AVE PLAN AND PROFILE

8 ROOSEVELT AVENUE CONNECTION BLOWUP

9 SECOND-THIRD ALLEY CONNECTION

10 THIRD-FOURTH ALLEY CONNECTION

11 TRUMAN AVE AND FOURTH ST CONNECTION

12 TYPICAL STREET SECTION

13 TYPICAL DETAILS

14 EROSION CONTROL PLAN

15 EROSION CONTROL DETAILS

"I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS FOR THE TRUMAN BYPASS

SANITARY SEWER DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS OF

THE TOWN OF BENNETT STANDARDS."

ENGINEER'S CERTIFICATION:

DANIEL P. GIROUX, P.E.

REGISTERED PROFESSIONAL ENGINEER

STATE OF COLORADO NO. 25721

THESE PLAN A RE REVIEWED FOR CONCEPT ONLY, AND THE REVIEW DOES NOT IMPLY

RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE TOWN ENGINEER, OR THE TOWN

OF BENNETT FOR ACCURACY AND CORRECTNESS OF CALCULATIONS. THE REVIEW DOES

NOT IMPLY THAT QUANTITIES OF ITEMS INDICATED IN THE PLANS (S) ARE FINAL

QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS

ACCEPTANCE OF FINAL RESPONSIBILITY BY THE TOWN OR REVIEWING DEPARTMENTS

FOR ADDITIONAL ITEMS AND ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE

REQUIRED DURING THE CONSTRUCTION PHASE.

ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH

THE TOWN OF BENNETT

STANDARD SPECIFICATIONS

ACCEPTED FOR ONE YEAR FROM THIS DATE:

DATEDANIEL PERSHING, P.E.

CAPITAL PROJECTS AND UTILITIES DIRECTOR

4 - 11- 2025

N IEL P . G IROUX

25721

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GENERAL NOTES: 1. SPECIFICATIONS. THE PROJECT SPECIFICATIONS SHALL BE THE TOWN OF BENNETT SPECIFICATIONS. THE PROJECT SPECIFICATIONS SHALL BE THE TOWN OF BENNETT STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER CONSTRUCTION, LATEST EDITION, LATEST REVISIONS EXCEPT AS AMENDED BY SPECIFIC INSTRUCTIONS OR DETAILS PROVIDED WITH THIS CONSTRUCTION PLAN SET. 2. QUALITY ASSURANCE (QA) / QUALITY CONTROL (QC): FOR QA-QC PER THE QUALITY ASSURANCE (QA) / QUALITY CONTROL (QC): FOR QA-QC PER THE SPECIFICATIONS, THE SELECTED CONTRACTOR IS REQUIRED TO PROVIDE QUALITY CONTROL FOR THE PROJECT, AND THE LOCAL AGENCY (TOWN OF BENNETT, PROJECT OWNER) IS REQUIRED TO PROVIDE QUALITY ASSURANCE. 3. RIGHT-OF-WAY LIMITS. PROJECT PROPERTY AND ROAD RIGHTS-OF-WAY AS SHOWN ON RIGHT-OF-WAY LIMITS. PROJECT PROPERTY AND ROAD RIGHTS-OF-WAY AS SHOWN ON THESE PLANS ARE UNDER THE OWNERSHIP AND CONTROL OF THE TOWN OF BENNETT. EXISTING FENCE IS NOT TO BE DISTURBED BY THIS PROJECT WORK. ANY DISTURBANCE OR DAMAGE TO EXISTING FENCING ADJACENT TO THE PROJECT BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AT HIS SOLE EXPENSE. PROJECT WORK AND ACTIVITIES ARE NOT ALLOWED OUTSIDE KNOWN TOWN OF BENNETT PROPERTY OR RIGHT-OF-WAY CONTROLLED AREAS, AS SHOWN ON THESE PLANS. 4. CONSTRUCTION EASEMENT. THE TOWN OF BENNETT HAS NOT OBTAINED ADDITIONAL CONSTRUCTION EASEMENT. THE TOWN OF BENNETT HAS NOT OBTAINED ADDITIONAL CONSTRUCTION EASEMENT FOR THIS PROJECT WORK, TEMPORARY OR PERMANENT. THE CONTRACTOR SHALL CONFINE ALL PROJECT WORK AND RELATED ACTIVITIES TO THE TOWN OF BENNETT PROPERTY AND RIGHT-OF-WAY UNLESS THE CONTRACTOR MAKES HIS OWN ARRANGEMENTS DIRECTLY WITH AFFECTED ADJACENT PROPERTY OWNERS. IN SUCH CASE, THE CONTRACTOR SHALL PROVIDE THE TOWN OF BENNETT WRITTEN, SIGNED COPIES OF ANY AGREED CONSTRUCTION AGREEMENT ARRANGEMENT. 5. CONTROL OF WORK AREA. THE PROJECT WORK AREA SHALL BE UNDER THE CONTROL OF WORK AREA. THE PROJECT WORK AREA SHALL BE UNDER THE CONTRACTOR'S CONTROL FOR THE DURATION OF THE PROJECT THROUGH SUBSTANTIAL COMPLETION. DURING THAT TIME, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTIVITIES AND WORK WITHIN THIS AREA, INCLUDING CONSTRUCTION MEANS AND METHODS, ACCESS, SAFETY, SECURITY, SOIL DISTURBANCE, PROTECTION OF UTILITIES AND IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT WORK AREA COMPLIANCE WITH ALL FEDERAL AND STATE LAWS, CODES, PERMITS AND REQUIREMENTS. THE CONTRACTOR SHALL GRANT ACCESS FOR REVIEW, OBSERVATION AND INSPECTION OF THE SITE AND WORK TO THE TOWN OF BENNETT AS WELL AS OTHER AGENCIES HAVING RIGHTFUL JURISDICTION. 6. INDEMNIFICATION. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND INDEMNIFICATION. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE TOWN OF BENNETT AND TERRAMAX, INC. THE PROJECT ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE TOWN OF BENNETT OR THE PROJECT ENGINEER. 7. APPROVED PLANS. CONTRACTOR SHALL WORK FROM AN APPROVED CONSTRUCTION APPROVED PLANS. CONTRACTOR SHALL WORK FROM AN APPROVED CONSTRUCTION PLAN SET, ISSUED “FOR CONSTRUCTION”, SEALED, SIGNED, AND DATED BY THE FOR CONSTRUCTION”, SEALED, SIGNED, AND DATED BY THE , SEALED, SIGNED, AND DATED BY THE PROJECT ENGINEER OF RECORD, DANIEL P. GIROUX, P.E. CONTRACTOR SHALL MAINTAIN AT LEAST ONE SET OF THE SIGNED, APPROVED PLANS ON-SITE AT ALL TIMES THROUGHOUT THE PROJECT EXECUTION. 8. NOTIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE TOWN OF BENNETT, A MINIMUM NOTIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE TOWN OF BENNETT, A MINIMUM OF THREE FULL BUSINESS DAYS PRIOR TO THE COMMENCEMENT OF PROJECT WORK ON SITE, AND A MINIMUM OF TWO FULL BUSINESS DAYS PRIOR TO REQUIRED TESTING OR INSPECTIONS. THE CONTRACTOR SHALL PROVIDE THE TOWN OF BENNETT A MINIMUM OF THREE BUSINESS DAYS' NOTICE FOR ANY UTILITY OUTAGES. 9. TESTING AND INSPECTIONS. INSPECTIONS BY THE TOWN OF BENNETT WILL BE TESTING AND INSPECTIONS. INSPECTIONS BY THE TOWN OF BENNETT WILL BE REQUIRED AT MINIMUM FOR PLUGS, CONNECTIONS AND BYPASS PIPE OR PUMPING, PIPE, BEDDING, MANHOLES, INCLUDING BASES, EXTERNAL DROPS AND INVERTS, DEMO AND REMOVAL, AND ALL PAVEMENT REPLACEMENT. TESTING WILL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 10. DEBRIS AND WASTE MATERIALS. ALL DEBRIS AND WASTE MATERIALS CREATED BY THE DEBRIS AND WASTE MATERIALS. ALL DEBRIS AND WASTE MATERIALS CREATED BY THE PROJECT WORK SHALL BE THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR, TO BE REMOVED FROM THE PROJECT SITE AND APPROPRIATELY AND LEGALLY DISPOSED OF, AT THE CONTRACTOR'S SOLE EXPENSE. 11. PROJECT SITE APPEARANCE AND CONDITION. GENERAL CLEANUP OF THE PROJECT PROJECT SITE APPEARANCE AND CONDITION. GENERAL CLEANUP OF THE PROJECT AREA SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. WHEN STREET-CLEANING IS REQUIRED, THE ENTIRE WIDTH OF THE ROAD SHALL BE CLEANED. 12. PROJECT SITE RESTORATION. ALL PAVEMENTS, UTILITIES, FENCING, LANDSCAPING AND PROJECT SITE RESTORATION. ALL PAVEMENTS, UTILITIES, FENCING, LANDSCAPING AND OTHER STRUCTURES OR SURFACES AFFECTED BY THE PROJECT CONSTRUCTION SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN BEFORE COMMENCEMENT OF THE WORK, TO THE SATISFACTION OF THE TOWN OF BENNETT. 13. EROSION AND SEDIMENT CONTROL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL IN PROJECT WORK AREAS THROUGHOUT THE DURATION OF THE WORK, AND INCLUDING REVEGETATION OF ALL AREAS DISTURBED BY THE WORK. CONTRACTOR SHALL SUBMIT AN EROSION AND SEDIMENT CONTROL PLAN (ESCP) TO THE TOWN PRIOR TO COMMENCEMENT OF THE WORK. EROSION CONTROL WILL BE PERFORMANCE-BASED, REGARDLESS OF THE ESCP INCLUDING BEST MANAGEMENT PRACTICES (BMP'S), THE CONTRACTOR WILL NEED TO TAKE WHATEVER MEASURES ARE NEEDED TO ADDRESS EROSION AND SEDIMENT CONTROL THROUGHOUT THE PROJECT DURATION. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL ESCP BMP'S FOLLOWING SUCCESSFUL RESTORATION AND REVEGETATION OF THE SITE, UNLESS SPECIFIC PRIOR ARRANGEMENTS ARE MADE WITH THE TOWN OF BENNETT. 14. UTILITY LOCATES. THESE DRAWINGS DO NOT PURPORT TO PROVIDE A RECORD OF ALL UTILITY LOCATES. THESE DRAWINGS DO NOT PURPORT TO PROVIDE A RECORD OF ALL EXISTING UTILITY LOCATIONS ON THE PROJECT SITE. THE CONTRACTOR SHALL FIELD-VERIFY ALL UTILITY LOCATIONS IN THE FIELD, INCLUDING THROUGH TIMELY NOTIFICATION TO THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC OR ONE-CALL”), AMONGST OTHER MEASURES, BEFORE COMMENCING PROJECT WORK. ), AMONGST OTHER MEASURES, BEFORE COMMENCING PROJECT WORK.

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AutoCAD SHX Text LOT 1A BENNETT NORTH MUNICIPAL COMPLEX RECEPTION NO. 2020000051675 PARCEL ID. 0181527215011 OWNER: TOWN OF BENNETT 207 MUEGGE WAY BENNETT, CO 80102-8425

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FND 1" YELLOW PLASTIC CAP PLS 23519

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FND 1" ORANGE PLASTIC CAP PLS 38376

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JOYCE SUBDIVISION

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15' UTILITY EASEMENT PER PLAT

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ROOSEVELT AVENUE (60' R.O.W.)

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TRUMAN AVENUE (30' R.O.W.)

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THIRD STREET (60' R.O.W.)

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FOURTH STREET (60' R.O.W.)

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8' ALLEY

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FIRST STREET (60' R.O.W.)

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SECOND STREET (60' R.O.W.)

AutoCAD SHX Text LOT 1A BENNETT NORTH MUNICIPAL COMPLEX RECEPTION NO. 2020000051675 PARCEL ID. 0181527215011 OWNER: TOWN OF BENNETT 207 MUEGGE WAY BENNETT, CO 80102-8425

AutoCAD SHX Text

PARCEL RECEPTION NO. 32577 PARCEL ID. 0181527200002 OWNER: KENNETH NEWBY

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FND 1" YELLOW PLASTIC CAP PLS 23519

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FND 1" YELLOW PLASTIC CAP PLS 23519

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FND 1" YELLOW PLASTIC CAP PLS 23519

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FND 1" ORANGE PLASTIC CAP PLS 38376

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ASPHALT

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DIRT ROAD

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EDGE OF ASPHALT

AutoCAD SHX Text STORM INLET #10999 GRATE ELEV. 5470.84' INVERT IN S 18" CPP (-2.4') ELEV. 5468.4' INVERT OUT W 12" CPP (-2.4') ELEV. 5468.4'

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BUSH

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BUSH

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BUSH

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BUSH

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AutoCAD SHX Text 5468.54

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CMP ST INV-12IN CMP

AutoCAD SHX Text 5469.75

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CPP ST INV-18IN CPP

AutoCAD SHX Text 5470.51

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CMP ST INV-18IN CMP

AutoCAD SHX Text 5470.64

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CMP INV

AutoCAD SHX Text 5473.80

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CMP ST INV-18IN CMP W/FES

AutoCAD SHX Text 5473.90

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CMP INV-WFES

AutoCAD SHX Text 5474.34

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CMP ST INV-18IN CMP

AutoCAD SHX Text 5474.28

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CMP INV

AutoCAD SHX Text 5472.90

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CMP ST INV-18IN CMP W/FES

AutoCAD SHX Text 5472.61

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CMP INV-W/FES

AutoCAD SHX Text 5472.18

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CMP ST INV-18IN CMP W/FES

AutoCAD SHX Text 5471.85

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CMP INV-WFES

AutoCAD SHX Text 5471.16

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CMP ST INV-18IN W/FES

AutoCAD SHX Text 5471.10

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CMP INV-W/FES

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SN-STOP

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SN-25 MPH

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SN-STOP

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SN-STOP

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SN-STOP

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SN-STOP

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SN-STOP

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SN-STOP

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SN-STOP

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SN-SLOW

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SN-STOP

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SN-STOP

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TRC S12

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TRD S25

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TRD S25

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TRD S15

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TRD S5

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TRD S6

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TRD S10

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TRD S12

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TRD S40

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TRD S40

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TRD S8

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TRD S15

AutoCAD SHX Text 14123

AutoCAD SHX Text 5470.01

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UMKR-F/O

AutoCAD SHX Text 14124

AutoCAD SHX Text 5469.98

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UMKR-F/O

AutoCAD SHX Text 14642

AutoCAD SHX Text 5477.98

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UMKR-F/O

AutoCAD SHX Text 14643

AutoCAD SHX Text 5477.71

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UMKR-F/O

AutoCAD SHX Text 14677

AutoCAD SHX Text 5474.76

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UMKR-F/O

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AutoCAD SHX Text 5474.79

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WV UW1

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UW2 WV

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UW WV

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UW5 WV

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UW2 WV

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UW8 WV

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UW4 WV

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UW2 WV

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UW WV

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WV UW1

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WV UW1

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UW WV

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UW1 WV

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UW2 WV

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UW2 WV

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UW WV

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UW WV UW6 ST

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UE ETL ST

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ETL

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ETL

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ETL C

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FND 1" YELLOW PLASTIC CAP PLS 23519

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CHAINLINK FENCE

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WIRE FENCE

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WIRE FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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WOOD PRIVACY FENCE

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WOOD PRIVACY FENCE

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WOOD FENCE

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WOOD FENCE

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25 MPH

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WOOD WALL

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BRICK WALL

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DIRT DRIVEWAY

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DIRT DRIVEWAY

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WOOD WALL

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DIRT DRIVEWAY

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DRIVEWAY

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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DIRT ALLEY

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WOOD FENCE

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TRUMAN AVENUE (30' R.O.W.)

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DRIVEWAY

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CONCRETE WALK

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DIRT DRIVEWAY

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BARB WIRE FENCE

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BARB WIRE FENCE

AutoCAD SHX Text STORM SEWER INLET MANHOLE #14861 RIM ELEV. 5470.99' INVERT OUT E 24" RCP (-7.5) ELEV. 5463.5'

AutoCAD SHX Text STORM SEWER INLET MANHOLE #15226 RIM ELEV. 5470.99' INVERT IN W 24" RCP (-7.6) ELEV. 5463.4' INVERT OUT N 24" RCP (-7.6) ELEV. 5463.4'

AutoCAD SHX Text

PLANTER

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CHAINLINK FENCE

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VINYL FENCE

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CHAINLINK FENCE

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WOOD FENCE

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SPLIT RAIL FENCE

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WOOD PRIVACY FENCE

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WOOD WALL

AutoCAD SHX Text STORM SEWER MANHOLE #21308 RIM ELEV. 5468.51' INVERT IN S 24" RCP (-9.0) ELEV. 5459.5' INVERT OUT E 24" RCP (-9.0) ELEV. 5459.5'

AutoCAD SHX Text STORM SEWER MANHOLE #21326 RIM ELEV. 5467.70' INVERT IN W 24" RCP (-8.8) ELEV. 5458.9' INVERT OUT NE 24" RCP (-8.8) ELEV. 5458.9'

AutoCAD SHX Text 5458.28

AutoCAD SHX Text

INV RCP-18IN W/FES

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24" RCP W/FES ELEV. 5458.28'

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CONCRETE WALK

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DRIVEWAY

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TRUMAN AVENUE (30' R.O.W.)

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DRIVEWAY

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DRIVEWAY

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DRIVEWAY

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DRIVEWAY

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GRASS

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GRASS

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GRASS

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GRASS

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GRAVEL

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CONCRETE

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CONCRETE

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CONCRETE

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GRASS

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GRASS

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DRIVEWAY

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DRIVEWAY

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GRAVEL

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LANDSCAPE EDGING

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CONCRETE WALK

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DRIVEWAY

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WOOD WALL

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WOOD WALL

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18" RCP W/CONCRETE INLET ELEV. 5469.75'

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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GRASS

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GRASS

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GRASS

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GRASS

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DRIVEWAY

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DRIVEWAY

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DIRT ALLEY

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DRIVEWAY

AutoCAD SHX Text SANITARY SEWER MANHOLE #21347 RIM ELEV. 5466.81' INVERT IN S 8" PVC (-4.2) ELEV. 5462.6' INVERT OUT E 8" PVC (-4.2) ELEV. 5462.6'

AutoCAD SHX Text SANITARY SEWER MANHOLE #15313 RIM ELEV. 5470.36' INVERT IN S 12" PVC (-6.8) ELEV. 5463.6' INVERT IN SW 8" PVC (-6.8) ELEV. 5463.6' INVERT IN W 12" PVC (-6.8) ELEV. 5463.6' INVERT OUT E 12" PVC (-6.8) ELEV. 5463.6'

AutoCAD SHX Text SANITARY SEWER MANHOLE #15409 RIM ELEV. 5467.37' INVERT IN N 8" PVC (-4.5) ELEV. 5462.9' INVERT IN W 12" PVC (-4.5) ELEV. 5462.9' INVERT OUT E 12" PVC (-4.5) ELEV. 5462.9'

AutoCAD SHX Text SANITARY SEWER MANHOLE #14733 RIM ELEV. 5471.09' INVERT IN N 8" PVC (-6.5) ELEV. 5464.6' INVERT IN W 12" PVC (-6.8) ELEV. 5464.3' INVERT OUT E 12" PVC (-6.8) ELEV. 5464.3'

AutoCAD SHX Text SANITARY SEWER MANHOLE #14558 RIM ELEV. 5473.79' INVERT IN N 8" PVC (-7.7) ELEV. 5466.1' INVERT IN W 12" PVC (-8.1) ELEV. 5465.7' INVERT OUT E 12" PVC (-8.1) ELEV. 5465.7'

AutoCAD SHX Text SANITARY SEWER MANHOLE #14486 RIM ELEV. 5476.62' INVERT IN S 12" PVC (-9.6) ELEV. 5467.0' INVERT OUT E 12" PVC (-9.6) ELEV. 5467.0'

AutoCAD SHX Text SANITARY SEWER MANHOLE #14566 RIM ELEV. 5473.92' INVERT IN S 8" CLAY (-5.8) ELEV. 5468.1' INVERT IN W 8" CLAY (-5.8) ELEV. 5468.1' INVERT OUT E 8" CLAY (-5.8) ELEV. 5468.1'

AutoCAD SHX Text SANITARY SEWER MANHOLE #16037 RIM ELEV. 5470.85' INVERT IN W 8" CLAY (-6.4) ELEV. 5464.4' INVERT OUT NE 8" CLAY (-6.4) ELEV. 5464.4'

AutoCAD SHX Text SANITARY SEWER MANHOLE #16022 RIM ELEV. 5472.08' INVERT IN W 8" CLAY (-7.7) ELEV. 5464.4' INVERT OUT NE 8" PVC (-7.7) ELEV. 5464.4'

AutoCAD SHX Text

GRAVEL

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CONCRETE WALK

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WOOD PRIVACY FENCE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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DRIVEWAY

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DRIVEWAY

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CONCRETE HOLLYWOOD CURB

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CHAINLINK FENCE

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DIRT ALLEY

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DIRT ALLEY

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GRAVEL

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GRAVEL

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GRAVEL

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GRASS

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GRASS

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CHAINLINK FENCE

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CONCRETE

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CONCRETE WALK

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SPLIT RAIL FENCE

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DIRT ALLEY

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DIRT ALLEY

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GRASS

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GRAVEL

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WOOD PRIVACY FENCE

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GRASS

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DRIVEWAY

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GRAVEL

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GRAVEL

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GRASS

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DRIVEWAY

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GRASS

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GRASS

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GRASS

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DRIVEWAY

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DRIVEWAY

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GRASS

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CONCRETE WALK

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CONCRETE WALK

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LANDSCAPE EDGING

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CONCRETE WALK

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DRIVEWAY

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DRIVEWAY

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LANDSCAPE EDGING

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LANDSCAPE EDGING

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LANDSCAPE EDGING

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LANDSCAPE STONE

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LANDSCAPE EDGING

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DRIVEWAY

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DRIVEWAY

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WOOD WALL

AutoCAD SHX Text SANITARY SEWER MANHOLE #15621 RIM ELEV. 5468.87' INVERT IN W 8" PVC (-7.4) ELEV. 5461.5' INVERT IN S 12" PVC (-7.4) ELEV. 5461.5' INVERT OUT E 12" PVC (-7.4) ELEV. 5461.5'

AutoCAD SHX Text SANITARY SEWER MANHOLE #15627 RIM ELEV. 5466.12' INVERT IN N 8" CLAY (-5.0) ELEV. 5461.1' INVERT IN W 12" PVC (-5.0) ELEV. 5461.1' INVERT IN S 8" CLAY (-5.0) ELEV. 5461.1' INVERT OUT NE 12" PVC (-5.0) ELEV. 5461.1'

AutoCAD SHX Text

CP 41 SET SPIKE

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CP 40 SET SPIKE

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CP 10 SET 1 " 12" ALUM CAP ON #4 REBAR

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LANDSCAPE EDGING

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WOOD WALL

AutoCAD SHX Text

LANDSCAPE EDGING AND STONE

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PLANTER

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AutoCAD SHX Text SANITARY SEWER MANHOLE #16206 RIM ELEV. 5470.22' INVERT OUT N 8" PVC (-6.7) ELEV. 5463.5'

AutoCAD SHX Text SANITARY SEWER MANHOLE #16204 RIM ELEV. 5472.40' INVERT IN N 8" PVC (-5.7) ELEV. 5466.7' INVERT OUT S 8" PVC (-5.7) ELEV. 5466.7' (MEASURED 4.8' TOP OF PIPE)

AutoCAD SHX Text SANITARY SEWER CLEANOUT #16205 RIM ELEV. 5471.38' TOP OF CAP (-0.4) ELEV. 5471.0'

AutoCAD SHX Text

BLOCK 1 CLARK'S ADDITION TO THE TOWN OF BENNETT

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BLOCK 2 CLARK'S ADDITION TO THE TOWN OF BENNETT

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SMITH'S & SCHROTH'S ADDITION TO THE TOWN OF BENNETT

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DIRT DRIVEWAY

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FND 1 " ORANGE 14" ORANGE PLASTIC CAP PLS 38476

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CONCRETE

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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PROPERTY LINE

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PROPERTY LINE

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WATER LINE ENDS HERE PER TOWN OF BENNETT UTILITY MAP

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SANITARY SEWER CONTINUES SOUTH PER TOWN OF BENNETT UTILITY MAP

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DIRT ALLEY

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DIRT ALLEY

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ROOSEVELT AVENUE (30' R.O.W.)

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FOURTH STREET

AutoCAD SHX Text LOT 1A BENNETT NORTH MUNICIPAL COMPLEX RECEPTION NO. 2020000051675 PARCEL ID. 0181527215011 OWNER: TOWN OF BENNETT 207 MUEGGE WAY BENNETT, CO 80102-8425

AutoCAD SHX Text

R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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R.O.W. LINE

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15' UTILITY EASEMENT PER PLAT

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40' UTILITY EASEMENT PER PLAT

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LANDSCAPE ROCK

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GRASS

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GRASS

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SCALE: 1" = 50'

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ENGINEERING

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STYLE = LOW

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STYLE = HIGH

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STYLE = HIGH-EX

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STYLE = LT

AutoCAD SHX Text STYLE = Exist

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STYLE = LOW

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STYLE = HIGH

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STYLE = HIGH-EX

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STYLE = LT

TRUMAN AVE

O N

D S

S T

NEW 5FT DIA.

MANHOLE

(SEE DETAIL)

NEW 5FT DIA.

MANHOLE

(SEE DETAIL)

CONNECT TO EXISTING MANHOLE

IN SAME LOCATION AND INVERT

AS EXISTING STUB-OUT

NEW 5FT DIA.

MANHOLE

(SEE DETAIL)

NEW 5FT DIA.

MANHOLE

(SEE DETAIL)

NEW 5FT DIA.

MANHOLE

(SEE DETAIL)

NEW 5FT DIA.

MANHOLE

(SEE DETAIL)

NEW 5FT DIA. DROP MANHOLE

SET 5FT NORTH OF EXISTING

STORM SEWER LINE

(SEE DETAIL)

EXISTING

MANHOLE TO

BE REMOVED

EXISTING

MANHOLE TO

BE REMOVED

EXISTING

MANHOLE TO

REMAIN

NEW 18" DIA. PCV

SANITARY SEWER LINE

NEW 18" DIA. PCV

SANITARY SEWER LINE

EXISTING

MANHOLE TO

BE REMOVED

NEW 4FT DIA. MANHOLE

(SEE DETAIL)

NEW 4FT DIA.

DROP MANHOLE

(SEE DETAIL)

NEW 4FT DIA.

DROP MANHOLE

(SEE DETAIL)

1" = 50'

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