1135-008 Vasquez Blvd. Plans.pdf

PDF 6 MB Posted Jan 17, 2024

Attached to: Vasquez Blvd. Sanitary Sewer Improvements
Solicitation number: 1135-008
Issued by: Weld County, Pueblo City, Colorado

About this file

Written by GovTribe AI · Apr 19, 2025

The file is a comprehensive set of construction plans for the Vasquez Sewer Project, prepared by Northern Engineering Services, Inc. for the Town of Platteville in Weld County, Colorado. The project involves sanitary sewer improvements along Vasquez Boulevard between Byers Avenue and Salisbury Avenue, including the removal of approximately 444 square yards of asphalt pavement, 52 linear feet of curb and gutter, and other demolition work. The construction plans outline the installation of 650 linear feet of 8-inch SDR35 PVC sewer line, 87 linear feet of 6-inch SDR35 PVC sewer line, 5 cleanouts, 6 manholes, and 67 linear feet of horizontal directional boring. The project also includes 444 square yards of 5-inch hot mix asphalt (H.M.A.), 444 square yards of 6-inch aggregate base course (ABC), and 42 linear feet of new curb and gutter.

The project documents detail extensive utility coordination, including interactions with Atmos Energy, CenturyLink, Xcel Energy, and the Town of Platteville Public Works Department. The plans specify construction standards, utility locating requirements, and precise engineering specifications for sewer line installation, including trench cross-sections, manhole details, and tracer wire installation. The construction is to be performed in accordance with the Town of Platteville's standard specifications, with careful attention to utility protection, dust control, and site restoration. The project appears to be funded through municipal infrastructure improvement budgets, with a focus on upgrading and replacing aging sewer infrastructure in the specified area.

View the file

Other files

File	Type	Posted
ADDENDUM 1.pdf	PDF	Jan 17, 2024
1135-008 Vasquez Blvd. Specifications.pdf	PDF	Jan 17, 2024
ADDENDUM-2.pdf	PDF	Jan 17, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

N S

U .S

N S

WCR 30

R O

N T

WCR 30

Byers Ave.

Va sq ue z

Bl vd

Salisbury Ave.

JANUARY 2024 CONTACT INFORMATION

PROJECT TEAM:

Northern Engineering Services, Inc.

Bradley Curtis, PE 820 8th Street Greeley, Colorado 80631

(970) 221-4158

Northern Engineering Services, Inc.

Tim Foglesong, PLS 820 8th Street Greeley, Colorado 80631

(970) 221-4158

E NG I NE E R NGI

EHTRON RN

E NG I NE E R NGI

EHTRON RN

PROJECT

LOCATION

VICINITY MAP

NORTH

SITE ENGINEER

SURVEYOR

Northern Engineering Services, Inc NE Project No. 1135-008 Date: March 6, 2023

ORIGINAL FIELD SURVEY BY:

SHEET INDEX

CONSTRUCTION PLANS FOR

VASQUEZ SEWER PROJECT

OWNER

LOCATED IN THE SOUTHWEST QUARTER OF SECTION 19,

TOWNSHIP 3 NORTH, RANGE 67 WEST OF THE 6TH P.M.

TOWN OF PLATTEVILLE, COUNTY OF WELD, STATE OF COLORADO

Town of Platteville 400 Grand Avenue Platteville, CO, 80651

(970) 785-2245

NOTES:

HORIZONTAL DATUM: COORDINATE SYSTEM IS A NORTHERN ENGINEERING LOCAL

COORDINATE SYSTEM BASED ON NGS "PLATTEVILLE" (300000,600000). KNOWN INTERNALLY

AS "PLATTEVILLE LOCAL". LINEAL MEASURE IS BASED ON THE U.S. SURVEY FOOT.

VERTICAL DATUM: VERTICAL DATUM IS NAVD88 USING GEOID MODEL "CO G18 GRS80"

- BENCHMARK: NGS BENCHMARK "J 391" (NAVD88 ELEV=4801.03)

CS1

C O

V E

R S

H E

E T

1. The Contractor shall notify all utility companies including but not limited to Atmos Energy (gas), CenturyLink (telephone), Xcel Energy (power), the Town of Platteville Public Works Department and the Town of Platteville Water & Sewer Department prior to commencing construction to have all lines and conduits field located.

2. The size, type and location of all known underground utilities are approximate when shown on these drawings. It shall be the responsibility of the Contractor to locate all underground utilities in the area of the work before commencing new construction.

3. All work shall be constructed to the Town of Platteville Standard Specifications unless these plans & specifications are more restrictive, in which case they shall control.

4. Contractor shall have a registered land surveyor tie out & reset any property corners or section corners to be disturbed.

5. All project control listed hereon is provided as a courtesy. It is the responsibility of the Contractor to verify the accuracy of the coordinates and elevations shown prior to using them for any purposes.

NOTES:

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

Know what's below.

before you dig.Call

UTILITY NOTE:

THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED

ON OBSERVED EVIDENCE AND UTILITY MARKINGS AT TIME OF SURVEY.

ADDITIONAL UTILITY LINES MAY EXIST. THE EXACT LOCATION OF ANY

UNDERGROUND UTILITIES SHOWN AND THE LOCATION OF ANY

ADDITIONAL UNDERGROUND UTILITIES SHOULD BE DETERMINED BY

CONTACTING "ONE CALL" FOR A UTILITY LOCATE.

UTILITY CONTACT LIST: *

UTILITY COMPANY

* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information.

PHONE NUMBER

GAS----------------- Atmos Energy--------------------------- Christine McDermott (970) 304-2080 ELECTRIC-------- Xcel Energy------------------------------ Peter Stitt (970) 602-1662 TELECOM.--------CenturyLink-------------------------------Robert Rulli (970) 490-7503 WATER------------ Town of Platteville Public Works----David Brand (970) 785-6415 WASTEWATER--Town of Platteville Public Works----David Brand (970) 785-6415 STORMWATER- Town of Platteville Public Works----David Brand (970) 785-6415

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

an d ar e no t to b e us ed fo r an y ty pe o f c on st ru ct io n un le ss s ig ne d an d se al ed b y a P ro fe ss io na l E ng in ee r in th e em pl oy o f N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

SHEET INDEX

E, C O

UTILITY LOCATOR

Colorado Utility Finders PO Box 7506 Loveland, CO 80537 Phone: (303) 817-3386 Email: info@coloradoutilityfinders.com

UTILITY LOCATOR

Rocky Mountain Utility Locating Michael Sweney Loveland, CO 80537 Phone: (970) 370-8111 Email: info@rmlocating.com

PROJECT GENERAL NOTES

1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF PLATTEVILLE'S STANDARD SPECIFICATIONS, LATEST EDITION.

2. TYPE OF COMPACTION FOR THIS PROJECT SHALL BE AASHTO T-99 (ASTM D698) (STANDARD PROCTOR) FOR SUBGRADE SOILS AND AASHTO T-180 (ASTM D1557) (MODIFIED PROCTOR) FOR AGGREGATE BASE COURSE.

3. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CONTROL DUST AT ALL TIMES, AND AS DIRECTED BY THE TOWN. WATER SHALL BE USED AS THE DUST PALLIATIVE WHERE REQUIRED. THE CONTRACTOR

WILL FURNISH AND SPREAD WATER AT NO ADDITIONAL COST TO THE PROJECT.

4. DEPTH OF MOISTURE-CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS:

FULL DEPTH OF ALL EMBANKMENTS

BASE OF CUTS AND FILLS, 0.5 FT.

EXCAVATION AND DIGGING AS REQUIRED FOR THE COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED

SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY.

5. WHEN EXISTING ASPHALT PAVEMENT IS TO BE REMOVED, IT SHALL BE CUT TO A NEAT WORK LINE WITH A CUTTING WHEEL ATTACHED TO A BLADE, SAW OR OTHER METHODS AS APPROVED BY THE ENGINEER. THIS WORK WILL NOT BE

PAID FOR SEPARATELY BUT SHALL BE CONSIDERED AS SUBSIDIARY TO OTHER WORK.

6. ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF OFF-SITE. LOCATION OF DUMP, LENGTH OF HAUL, AND DISPOSAL EXPENSES

SHALL BE CONTRACTOR'S RESPONSIBILITY.

7. THE STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEARED OF DEBRIS GENERATED BY THE PROJECT BY THE CONTRACTOR AT THE EARLIEST OPPORTUNITY, BUT IN NO CASE SHALL THE ROADS BE LEFT UNCLEARED AFTER THE COMPLETION OF THE DAY'S WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIAL TO SATISFACTORILY CLEAN THE ROADWAYS AT NO ADDITIONAL COST TO THE

PROJECT.

8. THERE SHALL BE A MINIMUM 12" VERTICAL SEPARATION WHERE UTILITY SLEEVES ARE LOCATED IN THE SAME TRENCH.

9. CONTRACTOR SHALL SUBMIT AS-BUILT INFORMATION TO THE PROJECT ENGINEER TO REVIEW AND PREPARE FINAL

AS-BUILT RECORD DRAWINGS.

10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE RIGHT-OF-WAY. A PERMIT FROM PUBLIC WORKS IS REQUIRED FOR ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAY OR EASEMENTS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH TOWN REPRESENTATIVES

BEFORE A PERMIT WILL BE ISSUED.

11. THE CONTRACTOR SHALL NOTIFY PUBLIC WORKS AT LEAST 24-HOURS PRIOR TO THE DESIRED INSPECTION WITHIN THE

RIGHT-OF-WAY.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TOWN OF ANY PROBLEMS IN CONFORMING TO THE ACCEPTED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.

13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS, OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROJECT. IF THE MODIFICATIONS PROPOSED BY THE CONTRACTOR TO THE ACCEPTED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK, OR TO THE FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-SUBMITTING THE REVISED PLANS TO THE TOWN OF PLATTEVILLE FOR ACCEPTANCE PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE PROJECT. ANY IMPROVEMENTS NOT CONSTRUCTED IN ACCORDANCE WITH THE ACCEPTED PLANS, OR THE ACCEPTED REVISED PLANS, SHALL BE REMOVED AND RECONSTRUCTED ACCORDING TO

THE APPROVED PLAN.

14. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE TOWN TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION

SITE.

15. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES.

16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTS. ANY MONUMENT THAT MUST BE DESTROYED FOR CONSTRUCTION MUST BE REPLACED. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A

LICENSED SURVEYOR PRIOR TO DISTURBING ANY MONUMENTS.

17. REPRODUCIBLE COPIES OF RECORD DRAWING PLANS SHALL BE SUBMITTED TO THE TOWN OF PLATTEVILLE PRIOR TO

CONSTRUCTION ACCEPTANCE OF THE PUBLIC IMPROVEMENTS.

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

Know what'sbelow.

before you dig.Call

STRIPING NOTES

1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THESE PLANS, AS WELL AS THE TRAFFIC SIGNING

AND MARKING CONSTRUCTION NOTES LISTED HERE.

2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.

3. ALL SIGNAGE SHALL BE PER TOWN OF PLATTEVILLE AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.

4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.

5. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.

6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE CONTRACTOR SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.

7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.

8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION.

9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.

10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.

11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN'S ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE

2-YEAR WARRANTY PERIOD WILL BEGIN.

12. THE SUB-CONTRACTOR OR CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING

ALL UNDERGROUND UTILITIES.

13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.

14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE TOWN RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE TOWN DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

CS2

G E

N E

R A

L N

E, C

GENERAL NOTES-WATER & SANITARY SEWER

1. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CALL UTILITY NOTIFICATION CENTER OF

COLORADO AT 811 (or 1-800-922-1987) AT LEAST 48 HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING.

2. MAINTAIN A MINIMUM OF 10 FOOT HORIZONTAL CLEAR DISTANCE SEPARATION BETWEEN POTABLE WATER AND SANITARY SEWER OR NON-POTABLE IRRIGATION MAINS AND SERVICES. POTABLE WATER MAINS AND SERVICES ARE TO BE LOCATED 18 INCHES MINIMUM ABOVE THE SANITARY SEWER OR NON-POTABLE IRRIGATION MAIN OR SERVICES. IF FIELD CONDITIONS VARY FROM THOSE SHOWN ON THESE PLANS AND THE SANITARY SEWER OR NON-POTABLE CANNOT BE LOCATED BELOW THE WATER MAIN OR SERVICE, A CLEAR VERTICAL DISTANCE OF 18 INCHES CANNOT BE MAINTAINED, OR A MINIMUM 10 FOOT HORIZONTAL SEPARATION CANNOT BE ACHIEVED, THE TOWN OF EATON'S

INSPECTION SERVICES SHALL BE CONTACTED IMMEDIATELY TO REVIEW THE SITUATION.

3. WHERE SANITARY SEWER LINES CROSS BENEATH POTABLE WATER LINES WITH LESS THAN EIGHTEEN (18") INCHES CLEARANCE, SANITARY SEWER LINES CROSS ABOVE POTABLE WATER LINES, OR THE TEN (10') FEET HORIZONTAL CLEARANCE BETWEEN POTABLE WATER LINES AND SANITARY SEWER LINES CANNOT BE MAINTAINED, PIPE ENCASEMENT SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PROTECT THE POTABLE WATER MAIN.

4. CONTRACTOR SHALL NOTIFY THE TOWN OF PLATTEVILLE (DAVID BRAND, 970-539-3001) ONE WEEK PRIOR TO COMMENCING WORK AFTER TOWN-ACCEPTED CONSTRUCTION DRAWING DISTRIBUTION AND A PRE-CONSTRUCTION

MEETING HAS BEEN HELD WITH THE TOWN.

5. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO BE CROSSED BY POTABLE WATER, SANITARY SEWER OR NON-POTABLE IRRIGATION LINES AT LEAST 24 HOURS PRIOR TO CROSSING TO ENSURE 18 INCH MINIMUM CLEARANCE IF OPEN CUT CROSSING METHODS ARE USED AND 36 INCH MINIMUM CLEARANCE FOR BORED CROSSINGS. IF VERTICAL CLEARANCE CANNOT BE MET AS SHOWN ON THE DRAWINGS, CONTACT THE DESIGN ENGINEER IMMEDIATELY.

HORIZONTAL AND VERTICAL LOCATION OF CROSSED EXISTING UTILITIES SHALL BE RECORDED ON THE

AS-CONSTRUCTED RECORD DRAWINGS.

6. SHOULD ANY VARIATIONS BEFORE OR DURING CONSTRUCTION TO THE POTABLE WATER MAIN OR SANITARY SEWER COLLECTION, OR NON-POTABLE IRRIGATION SYSTEM DESIGNS BE CONSIDERED, NOTICE MUST FIRST BE GIVEN TO THE TOWN'S INSPECTOR TO DETERMINE IF IT NEEDS ACCEPTANCE BY THE TOWN. IF SO, THE NEW PLAN MUST BE DRAWN AND SUBMITTED TO THE TOWN FOR ACCEPTANCE BY THE DEVELOPER'S ENGINEER 72 HOURS PRIOR TO

CONSTRUCTION.

7. FINAL CONSTRUCTION PLANS ARE VALID FOR CONSTRUCTION ONE (1) YEAR FROM THE DATE OF TOWN SIGNATURE

ACCEPTANCE.

8. ALL EXISTING POTABLE WATER MAINS, SERVICES, AND HYDRANT LINES SHALL HAVE A MINIMUM COVER OF FIVE (5) FEET AND A MAXIMUM COVER OF SIX (6) FEET UNLESS OTHERWISE INDICATED ON THE ACCEPTED CONSTRUCTION DRAWINGS.

9. VERIFICATION SURVEY - TOP OF PIPE ELEVATIONS AT ALL POTABLE AND NON-POTABLE WATER LINE VALVES AND SANITARY SEWER MANHOLE INVERTS SHALL BE SURVEYED AND PROVIDED TO THE TOWN BY THE DESIGN ENGINEER FOR ACCEPTANCE PRIOR TO PAVING CONSTRUCTION. THE VERIFICATION SURVEY SHALL ALSO PROVIDE SEWER PIPE SLOPES AND LENGTH AND PROPOSED FINISHED GROUND ELEVATIONS AT ALL VALVE BOXES AND MANHOLE RIM

ELEVATIONS.

10. ALL UTILITY CONDUIT CROSSINGS OF POTABLE WATER, SANITARY SEWER AND NON-POTABLE IRRIGATION LINES MUST BE ENCASED IN HIGH DENSITY POLYETHYLENE (HDPE) PIPE, WITH MINIMUM STANDARD DIMENSION RATIO (SDR) 11, ACROSS THE ENTIRE EASEMENT OR RIGHT-OF-WAY WIDTH. THE ENCASEMENT JOINT SHALL BE BUTT FUSED. FLEXIBLE

JOINTS ARE NOT ALLOWED.

11. WATER AND SANITARY SEWER WARRANTY PERIOD WILL NOT BEGIN UNTIL AS-BUILT RECORD DRAWINGS ARE ACCEPTED

BY THE TOWN OF PLATTEVILLE PUBLIC WORKS DEPARTMENT.

12. NO POLYVINYL CHLORIDE (PVC) PIPE STORED OUTSIDE AND EXPOSED TO SUNLIGHT SHALL EXCEED THE MANUFACTURER'S RECOMMENDATION EXPOSURE TIME. THIS TIME SHALL BEGIN FROM THE DATE OF MANUFACTURE. IF THE TIME WILL BE GREATER THAN THE MANUFACTURE'S RECOMMENDED TIME, THE PIPE SHALL BE COVERED WITH AN

OPAQUE MATERIAL. AIR CIRCULATION SHALL BE PROVIDED UNDER THE COVERING.

13. ALL NEW UNDERGROUND UTILITIES MUST BE ELECTRONICALLY LOCATABLE WHEN INSTALLED, PER COLORADO REVISED STATUE 9-1.56-103. REFER TO CITY OF GREELEY STANDARD DETAILS W-1 AND WS-4 FOR MORE INFORMATION ON

TRACER WIRE INSTALLATION.

14. FOR PUBLIC WATER OR SEWER LINES LOCATED IN PRIVATE ROADS OR EASEMENTS: FUTURE REPAIR OF PAVING, LANDSCAPING, OR OTHER IMPROVED SURFACES SUBSEQUENT TO THE REPAIR OF A WATER OR SEWER LINE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE TOWN OF EATON'S WATER AND SEWER DEPARTMENT WILL BACKFILL THE TRENCH TO THE SURFACE BUT NOT REBUILD ANY SURFACE IMPROVEMENTS OR REPLACE LANDSCAPING.

15. ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED.

16. PVC SEWER PIPE SHALL BE INSTALLED USING A CDOT CLASS B BEDDING 6 INCHES ABOVE & 6 INCHES BELOW THE PIPE.

17. POTABLE WATER AND SANITARY SEWER SERVICES AND DISTRIBUTION/COLLECTION MAINS SHALL HAVE A MINIMUM OF TEN (10') FEET HORIZONTAL & EIGHTEEN (18") INCHES VERTICAL SEPARATION FROM ALL UTILITIES MEASURED FROM

OUTSIDE DIAMETER.

18. CONTRACTOR TO OBTAIN ALL PERMITS, DO ALL EXCAVATION FOR OSHA SAFE TRENCH.

19. INSULATION BOARD SHALL BE INSTALLED ABOVE THE BEDDING ZONE WHEN THE DEPTH OF COVER OVER ANY SANITARY

SEWER PIPE IS LESS THAN FOUR (4') FEET.

19.1. INSULATION BOARD INSTALLATION SHALL CONSIST OF TWO (2) OVERLAPPING BOARDS, ONE INCH (1") MINIMUM

THICKNESS PER BOARD, WITH OFF-SET JOINTS.

19.2. INSULATION BOARD SHALL BE PLACED ACROSS THE FULL WIDTH OF THE TRENCH.

19.3. ACCEPTABLE INSULATION BOARD MANUFACTURERS ARE:

19.3.1. DOW CHEMICAL COMPANY

19.3.2. OWENS-CORNING

19.3.3. OR APPROVED EQUIVALENT

GAS

CONTROL

IRR

CONTROL

IRR

W CS

ELEC

HY D

H2O

ELEC

BRKR

O H

C.O.

CONTROL

IRR

SS SS

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

CTV CTV CTV CTV CTV CTV

CTV

G G

W W W W W W W W W W W W W W W

W W

G G

G G G G G G G G

G G

EEE

E E

W W

G G

W W

G G

G GSSSSSS

CTV

E E

CTV CTV CTV CTV CTV

OHU OHU OHU OHU OHU OHU

4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W

4" W 4" W

ELEC

SALISBURY AVENUE

B O

O U

R D

C E

SANITARY MANHOLE 7152

RIM = 4820.36

INV(W) 4816.41' 8" PVC

INV(N) 4816.36' 8" PVC

SANITARY MANHOLE 7153

RIM = 4820.83'

INV(S) 4814.18' 8" PVC

INV(N) 4814.13' 8" PVC

SANITARY MANHOLE 7155

RIM = 4815.80

INV(S) 4810.90' 8" PVC

INV(N) 4810.93' 8" PVC

SANITARY MANHOLE 7156

RIM = 4817.60

INV(S) 4812.00 8" PVC

INV(N) 4811.90 8" PVC

8" CONCRETE WALL

12" BRICK WALL

6" CONCRETE

WALL

ADDITIONAL UNDERGROUND CABLE LINE

LOCATED IN SAME LOCATION

18" CMP

FLOWLINE = 4816.53

UNIDENTIFIED

WATERLINE

FEATURE

POSSIBLE OLD

FIRE HYDRANT

CLEANOUT

RIM = 4821.71

FL/BOTTOM = 4817.07

CLEANOUT

RIM = 4821.89

FL/BOTTOM = 4816.44

4" WOOD LANDSCAPE WALL

BYERS AVE

GAS

CONTROL

IRR

CONTROL

IRR

W CS

ELEC

HY D

H2O

ELEC

BRKR

O H

C.O.

CONTROL

IRR

SS SS

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

CTV CTV CTV CTV CTV CTV

CTV

G G

W W W W W W W W W W W W W W W

W W

G G

G G G G G G G G

G G

EEE

E E

W W

G G

W W

G G

G GSSSSSS

CTV

E E

CTV CTV CTV CTV CTV

OHU OHU OHU OHU OHU OHU

4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W

4" W 4" W

ELEC

SALISBURY AVENUE

B O

O U

R D

C E

SANITARY MANHOLE 7152

RIM = 4820.36

INV(W) 4816.41' 8" PVC

INV(N) 4816.36' 8" PVC

SANITARY MANHOLE 7153

RIM = 4820.83'

INV(S) 4814.18' 8" PVC

INV(N) 4814.13' 8" PVC

SANITARY MANHOLE 7155

RIM = 4815.80

INV(S) 4810.90' 8" PVC

INV(N) 4810.93' 8" PVC

SANITARY MANHOLE 7156

RIM = 4817.60

INV(S) 4812.00 8" PVC

INV(N) 4811.90 8" PVC

8" CONCRETE WALL

12" BRICK WALL

6" CONCRETE

WALL

ADDITIONAL UNDERGROUND CABLE LINE

LOCATED IN SAME LOCATION

18" CMP

FLOWLINE = 4816.53

UNIDENTIFIED

WATERLINE

FEATURE

POSSIBLE OLD

FIRE HYDRANT

CLEANOUT

RIM = 4821.71

FL/BOTTOM = 4817.07

CLEANOUT

RIM = 4821.89

FL/BOTTOM = 4816.44

4" WOOD LANDSCAPE WALL

BYERS AVE

GAS

CONTROL

IRR

CONTROL

IRR

W CS

ELEC

HY D

H2O

ELEC

BRKR

O H

C.O.

CONTROL

IRR

SS SS

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

CTV CTV CTV CTV CTV CTV

CTV

G G

W W W W W W W W W W W W W W W

W W

G G

G G G G G G G G

G G

EEE

E E

W W

G G

W W

G G

G GSSSSSS

CTV

E E

CTV CTV CTV CTV CTV

OHU OHU OHU OHU OHU OHU

4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W

4" W 4" W

ELEC

SALISBURY AVENUE

B O

O U

R D

C E

SANITARY MANHOLE 7152

RIM = 4820.36

INV(W) 4816.41' 8" PVC

INV(N) 4816.36' 8" PVC

SANITARY MANHOLE 7153

RIM = 4820.83'

INV(S) 4814.18' 8" PVC

INV(N) 4814.13' 8" PVC

SANITARY MANHOLE 7155

RIM = 4815.80

INV(S) 4810.90' 8" PVC

INV(N) 4810.93' 8" PVC

SANITARY MANHOLE 7156

RIM = 4817.60

INV(S) 4812.00 8" PVC

INV(N) 4811.90 8" PVC

8" CONCRETE WALL

12" BRICK WALL

6" CONCRETE

WALL

ADDITIONAL UNDERGROUND CABLE LINE

LOCATED IN SAME LOCATION

18" CMP

FLOWLINE = 4816.53

UNIDENTIFIED

WATERLINE

FEATURE

POSSIBLE OLD

FIRE HYDRANT

CLEANOUT

RIM = 4821.71

FL/BOTTOM = 4817.07

CLEANOUT

RIM = 4821.89

FL/BOTTOM = 4816.44

4" WOOD LANDSCAPE WALL

BYERS AVE

PROPOSED PRIVATE

SANITARY SEWER

ALIGNMENT

PROPOSED

MANHOLE

PROPOSED

MANHOLE

PROPOSED

MANHOLE

PROPOSED

MANHOLE

PROPOSED

MANHOLE

PROPOSED PUBLIC

SANITARY SEWER

ALIGNMENT

PROPOSED PUBLIC

SANITARY SEWER

ALIGNMENT

PROPOSED PRIVATE

SANITARY SEWER

ALIGNMENT

EXISTING

SANITARY

LINE TO BE

ABANDONED

EXISTING SANITARY

LINE TO BE ABANDONED

APPROXIMATE

ROW

APPROXIMATE

ROW

APPROXIMATE

ROW

GAS METERS

EXISTING 4" WATER MAIN

EXISTING 10" WATER MAIN

EXISTING 2" GAS LINE

PROTECT

POWER POLE DURING

CONSTRUCTION

EXISTING SANITARY

SEWER LINE

EXISTING SANITARY

SEWER LINE

EXISTING SANITARY

SEWER LINE

REMOVE/REPLACE

GRASS

REMOVE/REPLACE

TREE

REMOVE/REPLACE

VERTICAL CURB

AND GUTTER/

REMOVE/REPLACE

ASPHALT

PROPOSED

MANHOLE

REMOVE/REPLACE

GRAVEL

APPROXIMATE

ROW

REMOVE/REPLACE

GRAVEL

REMOVE/REPLACE

ASPHALT

REMOVE/REPLACE

GRASS

REMOVE/REPLACE

ROLL OVER CURB

AND GUTTER

REMOVE/REPLACE

ASPHALT

REMOVE/REPLACE

GRAVEL

REMOVE/REPLACE

ASPHALT

REMOVE/RELOCATE

TRANSFORMER AND BOLLARDS REMOVE/REPLACE

CONCRETE DRIVEWAY

SEE NOTE ON

THE LEFT

REMOVE/REPLACE

SIDEWALK

REMOVE/REPLACE

SIDEWALK

REPLACE

STRIPING TO MATCH

ORIGINAL

REPLACE

STRIPING TO

MATCH ORIGINAL

REMOVE/REPLACE

VERTICAL CURB

PIPE INSTALLATION METHODS

BASE BID:

1. OPEN TRENCH: REMOVE AND REPLACE EXISTING

ASPHALT

ADD ALTERNATE:

2. DIRECTIONAL BORING UNDER STREET

PROTECT

DURING CONSTRUCTION REMOVE/RELOCATE

CABLE PEDESTAL

PROTECT CURB STOP AND

WATER METER DURING

CONSTRUCTION

EXISTING SANITARY LINE

TO BE ABANDONED

(SEE VIEW PORT 2 ON

THE RIGHT)

VIEW PORT 2

SEWER LINE TO BE ABANDONED

EXISTING MANHOLE

TO BE ABANDONED

EXISTING SEWER LINE

TO BE ABANDONED

EXISTING SEWER LINE

TO BE ABANDONED

EXISTING SEWER LINE

TO BE ABANDONED

SS SS SS

O H

U O

H U

O H

U O

H U

O H

G G G

SSSS

SANITARY MANHOLE 7154

RIM = 4820.78'

INV(S) 4812.43' 8" PVC

INV(W) 4812.28' 8" PVC

SS SS SS

O H

U O

H U

O H

U O

H U

O H

G G G

SSSS

SANITARY MANHOLE 7154

RIM = 4820.78'

INV(S) 4812.43' 8" PVC

INV(W) 4812.28' 8" PVC

SS SS SS

O H

U O

H U

O H

U O

H U

O H

G G G

SSSS

SANITARY MANHOLE 7154

RIM = 4820.78'

INV(S) 4812.43' 8" PVC

INV(W) 4812.28' 8" PVC

EXISTING SANITARY LINE TO BE

ABANDONED

EXISTING SANITARY LINE TO BE

ABANDONED

EX1

E X

N G

C O

N D

D E

M O

O N

M A

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

Know what'sbelow.

before you dig.Call

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

30 30

60 90

NORTHNORTHNORTHNORTH

30 30

60 90

EXISTING ELECTRIC E

LEGEND:

EXISTING STORM SEWER

EXISTING TELEPHONE

EXISTING GAS

EXISTING IRRIGATION BOX

EXISTING GAS METER

EXISTING TELEPHONE PEDESTAL

EXISTING TREES (TO REMAIN)

FIELD SURVEY BY:

NOTES:

EXISTING SANITARY SEWER SS

EXISTING WATER W

EXISTING FENCE X

EXISTING WATER METER

EXISTING FIRE HYDRANT

EXISTING ELECTRIC VAULT

PROJECT BOUNDARY

EXISTING RIGHT-OF-WAY

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

VAULT

ELEC

CONTROL

IRR

PROPOSED SANITARY SEWER

EXISTING CABLE CTV

EXISTING FIBER OPTIC FO

1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE

APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL

UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW

CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN

UNDERGROUND UTILITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,

REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.

3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT

MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES

APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,

ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.

4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.

5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING

SITE SURVEY.

EXISTING OVERHEAD UTILITY OHE

NORTHERN ENGINEERING SERVICES, INC.

PREPARED 03-06-2023

PROJECT NUMBER 1135-008

TREE REMOVAL

EXISTING ASPHALT REMOVAL

EXISTING CONCRETE REMOVAL

EXISTING GRAVEL REMOVAL

20 20

40 60

5.0' MIN

ELEC

BRKR

O H

U O

H U

CONTROL

IRR

SS SS SS SS

O H

U O

H U

O H

U O

H U

O H

G G G G

SSSSSSSS

CTV CTV

40.59 LF 6" PVC @ 2.04%40.59 LF 6" PVC @ 2.04%40.59 LF 6" PVC @ 2.04%40.59 LF 6" PVC @ 2.04%40.59 LF 6" PVC @ 2.04%45.05 LF 6" PVC @ 1.27% 40.59 LF 6" PVC @ 2.04%45.05 LF 6" PVC @ 1.27% 40.59 LF 6" PVC @ 2.04%45.05 LF 6" PVC @ 1.27%

9.95 LF 4" PVC

CONNECT TO PROPOSED/ADJUST IN THE FIELD

10.58 LF 4" PVC @ 59.85%

CONNECT TO PROPOSED/ADJUST IN THE FIELD

15.39 LF 6" PVC @ 1.36%

4.11 LF 4" PVC

CONNECT TO PROPOSED/ADJUST IN THE FIELD

45.05 LF 6" PVC @ 1.27%

177.74 LF 8" PVC @ 0.56%

CO3

STA 12+22.79

N: 299432.63 E: 597339.43

CO2

STA 12+38.18

N: 299432.69 E: 597354.82

CO1

STA 12+78.77

N: 299432.86 E: 597395.41

INSTALL SANITARY

SEWER CAP

EXISTING SEWER LINE

TO BE ABANDONED

POWERPOLE

PROTECT

POWER

POLE

DURING

INSTALLATION

PIPE INSTALLATION METHODS

BASE BID;

OPEN TRENCH: REMOVE AND

REPLACE EXISTING ASPHALT

ADD ALTERNATE;

DIRECTIONAL BORING UNDER

STREET

SSMH A2

INV. IN=4811.87 (E)

INV. OUT=4811.76 (W)

FG=4817.59

INV. OUT=4810.57 (N)

FG=4815.52

SSMH A2

INV. IN=4811.87 (E)

INV. OUT=4811.76 (W)

FG=4817.59

Structure - (162)

INV. IN=4810.77 (E)

INV. IN=4810.67 (S)

INV. OUT=4810.57 (N)

FG=4815.52

9+50 10+00 11+00 12+00 13+00 14+00

STATION=12+15.26

SOURCE ELEVATION=4817.84

ELECTRIC

STATION=12+61.17

TOP=4820.37

UNKNOWN UTILITY

STATION=12+61.46

TOP= 4818.66

GAS

STATION=12+61.56

TOP= 4819.31

UNKNOWN UTILITY

H A

+7 7.

6±

O U

STATION=12+27.16

SOURCE ELEVATION= 4817.81

ELECTRIC

C O

+2 2.

O U

EXISTING

GROUND

C O

+3 8.

8±

U T

STATION=12+28.08

SOURCE ELEVATION=4817.79

ELECTRIC

45.05 LF 6" PVC @ 1.27%

PRIVATE SERVICE LINE

15.39 LF 6" PVC @ 1.36%

PRIVATE SERVICE LINE

40.59 LF 6" PVC @ 2.04%

PRIVATE SERVICE LINE

177.74 LF 8" PVC @ 0.56%

H A

+0 0.

5±

U T

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

KEYMAP

SANITARY SEWER LINE A

PROFILE SCALE:

SAN A

NORTH

( IN FEET )

1 inch = ft.

Feet020 20

40 80

SS1

S A

A R

Y S

E W

E R

E A

P R

EXISTING WATER MAIN

LEGEND:

NOTES:

1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE

APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL

UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW

CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN

UNDERGROUND UTILITIES.

2. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF

NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED

WITHIN VEHICLE OR BICYCLE WHEEL PATHS.

3. DRY UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT

LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY

PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.

4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL

STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.

5. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.

6. ALL CLEANOUTS LIDS SHOULD BE INSTALLED AT FINISH GRADE HEIGHT

7. ALL CLEANOUTS SHOULD HAVE A MINIMUM THICKNESS OF 12" AROUND CLEANOUT

WHEN LOCATED IN PAVED ROADWAY

PROPOSED SEWER SERVICE

EXISTING SANITARY SEWER SS

PROPOSED SANITARY SEWER

PROJECT BOUNDARY

EXISTING RIGHT OF WAY

EASEMENT LINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING CABLE CTV

EXISTING FIBER OPTIC FO

EXISTING OVERHEAD UTILITY OHE

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

Know what'sbelow.

before you dig.Call

GAS

CONTROL

IRR

W CS

ELEC

H Y D

C.O.

O H

U O

H U

O H

U O

H U

O H

U O

H U

O H

U O

H U

CTV CTV CTV CTV CTV CTV

CTV

G G

W W W W W W W W W W W W W W W

W W

G G

G G G G G G G G

G G

EEE

E E

W W

G G

W W

4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W

4" W 4" W

ELEC

SSMH A4

INV. OUT=4814.14 (W)

FG=4820.03

SSMH A5

INV. IN=4814.50 (N)

INV. IN=4813.50 (E)

INV. OUT=4812.79 (W)

FG=4819.37

44.21 LF 8" PVC @ 1.45%

296.50 LF 8" PVC @ 0.40%

" P

P CO 1

INV. IN=4816.00 (NW)

INV. OUT=4815.80 (S)

FG=4816.52

EX CO 1

FL ELE. 4816.44

RIM ELE. 4821.89

N: 299274.80 E: 597406.47

EX CO 2

FL ELE. 4817.07

RIM ELE. 4821.71

N: 299189.10 E: 597395.65

SSMH A3

INV. IN=4815.00 (N)

INV. OUT=4814.80 (S)

FG=4820.70

SSMH A6

INV. IN=4811.60 (E)

FG=4818.04

27.83 LF 8" PVC @ 0.72%

30.68 LF 4" PVC @ -3.49%

" P

22.50 LF 4" PVC @ 1.96%

PCO2

STA 13+95.42

N: 299189.07 E: 597426.33

INV. OUT: 4815.20

EXISTING MANHOLE

TO BE ABANDONED

ELECTRIC CONDUIT

TO BE RELOCATED

DURING INSTALLATION

TRANSFORMER

EXISTING 4" WATER MAIN

SEWER LINE C

EXISTING 10" WATER MAIN

EXISTING 2" GAS LINE

SEWER LINE C

SEWER LINE B

EXISTING SEWER LINE

TO BE ABANDONED

EXISTING SEWER LINE

TO BE ABANDONED

ELECTRIC CONDUIT

TO BE RELOCATED

9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+25

STATION=10+01.52

SOURCE ELEVATION=4814.91

ELECTRIC

STATION=10+24.10

SOURCE ELEVATION=4813.68

H20 Service

STATION=11+00.24

SOURCE ELEVATION=4814.78

GAS

STATION=11+07.89

SOURCE ELEVATION=4814.69

ELECTRIC

STATION=11+16.98

SOURCE ELEVATION=4815.42

GAS

STATION=11+91.51

SOURCE ELEVATION=4813.73

H20 Service

STATION=12+19.36

SOURCE ELEVATION=4813.73

GAS

EX CO 2

FL ELE: 4817.07

N: 299189.10 E: 597395.65

INV. IN: 4816.00 (W)

INV. IN: 4815.40 (N)

INV. OUT: 4815.20 (S)

H2O 4" MAIN

APPROX LOCATION

Station=13+06.30 Source Elevation=4813.500

TOP PIPE GAS

Station=13+43.02

Source Elevation=4816.200

H A

+0 0.

0±

V O

U T

EXISTING

GROUND

H A

+0 0.

4±

U T

±0.68'

±1.7'

H A

+6 7.

7±

O U

±0.82'

±1.0 '

±1.3'

EX CO 1

STA 14+93.21

N: 299274.80 E: 597406.47

P CO 1

STA 14+70.72

N: 299264.37 E: 597426.40

INV. IN: 4816.00 (W)

INV. IN: 4815.80 (S)

296.50 LF 8" PVC @ 0.40%

PUBLIC MAIN

30.68 LF

4" PVC

@ 2.61%

71.09 LF 8" PVC @ 0.42%

PRIVATE SERVICE LINE

75.30 LF 8" PVC @ 0.53%

22.50 LF

4" PVC

@ 1.96%

9+50 10+00 10+75

H A

+4 0.

0±

U T

H A

4±

O U

H20 SERVICE

STA=10+10.41

TOP=4815.34

1.0' APPOXIMATE

EXISTING

GROUND

44.21 LF

8" PVC

@ 1.45%

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

KEYMAP

PROFILE SCALE:

SANITARY B

( IN FEET )

1 inch = ft.

Feet030 30

60 90

NORTHNORTHNORTHNORTH

( IN FEET )

1 inch = ft.

Feet030 30

60 90

SS2

S A

A R

Y S

E W

E R

E S

B A

N D

C P

R O

EXISTING WATER MAIN

LEGEND:

NOTES:

1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE

APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL

UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW

CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN

UNDERGROUND UTILITIES.

2. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF

NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED

WITHIN VEHICLE OR BICYCLE WHEEL PATHS.

3. DRY UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT

LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY

PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.

4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL

STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.

5. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.

6. ALL CLEANOUTS LIDS SHOULD BE INSTALLED AT FINISH GRADE HEIGHT

7. ALL CLEANOUTS SHOULD HAVE A MINIMUM THICKNESS OF 12" AROUND CLEANOUT

WHEN LOCATED IN PAVED ROADWAY

PROPOSED SEWER SERVICE

EXISTING SANITARY SEWER SS

PROPOSED SANITARY SEWER

PROJECT BOUNDARY

EXISTING RIGHT OF WAY

EASEMENT LINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING CABLE CTV

EXISTING FIBER OPTIC FO

EXISTING OVERHEAD UTILITY OHE

SANITARY SEWER LINE C

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

Know what'sbelow.

before you dig.Call

SANITARY SEWER LINE B

PROFILE SCALE:

SS SS SS

G G

W W W W W W W W W W W W W W W

W W

G G

G G G G G G G G G G G G

G G

E E

EEEE

EEE

W W

G G

W W

GGG

E E E

SS GGGG

SSSSSSSS

E E

POTHOLE 15 H20 WATER 4" MAIN LINE

GROUND ELEV=4818.03

TOP PIPE ELEV=4813.84

QUALITY LEVEL A

4" W 4" W

4" W

4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W

POTHOLE 17 ELECTRIC

GROUND ELEV=4817.93

TOP PIPE ELEV=4814.91

QUALITY LEVEL A

POTHOLE 16 H20 WATER SERVICE

GROUND ELEV=4817.89

TOP PIPE ELEV=4813.68

QUALITY LEVEL A

POTHOLE 14 GAS

GROUND ELEV=4818.05

TOP PIPE ELEV=4814.78

QUALITY LEVEL A

POTHOLE 13 ELECTRIC

GROUND ELEV=4818.12

TOP PIPE ELEV=4814.69

QUALITY LEVEL A

POTHOLE 12 GAS

GROUND ELEV=4818.17

TOP PIPE ELEV=4815.42

QUALITY LEVEL A

POTHOLE 11 H20 WATER SERVICE

GROUND ELEV=4818.49

TOP PIPE H2O ELEV=4813.73

QUALITY LEVEL A

POTHOLE 10 H20 GAS

GROUND ELEV=4818.44

TOP PIPE ELEV=4814.87

QUALITY LEVEL A

POTHOLE 18 H20 WATER 4" MAIN LINE

GROUND ELEV=4818.72

TOP PIPE H2O ELEV=4813.56

QUALITY LEVEL A

POTHOLE 9 H20 WATER SERVICE

GROUND ELEV=4819.55

TOP PIPE H2O ELEV=4815.31

QUALITY LEVEL A

POTHOLE 8 NOT CONFIRMED WATER 10" MAIN LINE

GROUND ELEV=4820.11

QUALITY LEVEL D

POTHOLE 7 H20 WATER 4" MAIN LINE

GROUND ELEV=4820.11

TOP PIPE H2O ELEV=4813.39

QUALITY LEVEL A

POTHOLE 6 GAS

GROUND ELEV=4819.92

TOP PIPE ELEV=4816.20

QUALITY LEVEL A

POTHOLE 5 SANITARY SERVICE

GROUND ELEV=4820.96

TOP PIPE SANITARY ELEV=4814.74

QUALITY LEVEL A

POTHOLE 4 SANITARY SERVICE

GROUND ELEV=4820.97

TOP PIPE ELEV=4814.67

QUALITY LEVEL A

POTHOLE 3 SANITARY MAIN

GROUND ELEV=4821.13

TOP PIPE ELEV=4814.18

QUALITY LEVEL A

POTHOLE 2 UNKNOWN

GROUND ELEV=4821.08

TOP PIPE ELEV=4819.31

QUALITY LEVEL D

POTHOLE 2 GAS

GROUND ELEV=4821.08

TOP PIPE ELEV=4818.66

QUALITY LEVEL A

POTHOLE 2 SANITARY MAIN

GROUND ELEV=4821.08

TOP PIPE ELEV=4814.37

QUALITY LEVEL A

POTHOLE 2 UNKNOWN

GROUND ELEV=4821.08

TOP PIPE ELEV=4820.37

QUALITY LEVEL D

POTHOLE 1 ELECTRIC

GROUND ELEV=4819.66

TOP PIPE ELEV=4817.84

QUALITY LEVEL A

POTHOLE 1 ELECTRIC

GROUND ELEV=4819.66

TOP PIPE ELEV=4817.81

QUALITY LEVEL A

POTHOLE 1 ELECTRIC

GROUND ELEV=4819.66

TOP PIPE ELEV=4817.79

QUALITY LEVEL A

4" WATER MAIN

E, C O

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

LEGEND:

TYPE

CTV = CABLE TV

FO = FIBER OPTIC

G = GAS

GS = GAS SERVICE

IRR = IRRIGATION

OHE = OVERHEAD ELECTRICAL

OHT = OVERHEAD TELEPHONE

OHU = OVERHEAD UTILITY

POTHOLE DATA POINT

FENCE

BURIED CABLE

GBURIED GAS

WWATER LINE

EDGE OF ASPHALT

EDGE OF GRAVEL

MAJOR CONTOUR

MINOR CONTOUR

SSSANITARY SEWER LINE

RIGHT OF WAY LINE

OVERHEAD UTILITY

IRRIRRIGATION LINE/PIPE

SECTION LINE

EASEMENT LINE

EXISTING

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU

DIG, GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

Know what'sbelow.

before you dig.Call

1. APPROXIMATE LOCATIONS OF UTILITIES ARE SHOWN ON THE PLANS.

THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE

UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH

NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE

CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY

COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE

AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT

AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES

DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE

OWNER. DEPTHS AND ELEVATIONS OF UTILITIES ARE UNKNOWN UNLESS

OTHERWISE SHOWN. CONTRACTOR SHALL FIELD VERIFY UTILITY

DEPTHS, ELEVATIONS, ANY DISCREPANCIES AND/OR CONFLICTS SHALL

BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

2. CONTACT THE OWNERS OF EACH CROSSED UTILITY A MINIMUM OF 14

DAYS PRIOR TO CROSSING TO ASCERTAIN ALL SPECIFIC REQUIREMENTS

THAT MAY INVOLVE ADJUSTMENTS TO THE ALIGNMENT AND/OR PROFILE

OF THE PROPOSED WATERLINES.

3. CONTACT OWNER(S) OF OVERHEAD UTILITIES WITH POLES AND/OR GUY

WIRES IN-CONFLICT WITH THE PROPOSED PIPELINE CONSTRUCTION TO

COORDINATE TEMPORARY RELOCATIONS OF POLES AND/OR GUY WIRES,

AS APPROPRIATE.

EXISTING UTILITY NOTES

QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF

UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF

PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT

MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC

POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY

USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE

HORIZONTAL AND VERTICAL LOCATION, AS WELL AS OTHER UTILITY

ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS

TYPICALLY SET TO 15-MM VERTICAL AND TO APPLICABLE HORIZONTAL

SURVEY AND MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE

PROJECT OWNER.

QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE

APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO

DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL

POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD

BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR

DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE

TOLERANCES DEFINED BY THE PROJECT AND REDUCED ONTO PLAN

DOCUMENTS.

QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND

PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING

PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO

QUALITY LEVEL D INFORMATION.

QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS

OR ORAL RECOLLECTIONS

QUALITY LEVEL DEFINITIONS

SUBSURFACE UTILITY ENGINEERING NOTES

1. "QUALITY LEVEL A" DATA POINTS INDICATED BY SYMBOL

2. ALL UTILITIES DEPICTED AT "QUALITY LEVEL B" UNLESS LABELED

OTHERWISE AS "QLC" OR "QLD".

3. THIS IS A UTILITY MAP. IT IS NOT A LAND SURVEY PLAT OR

IMPROVEMENT SURVEY PLAT OR TOPOGRAPHIC SURVEY. NO RESEARCH

OF EASEMENTS, ENCUMBRANCES OR TITLE OF RECORD WAS

PERFORMED BY NORTHERN ENGINEERING INC.

4. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM

FIELD SURVEY INFORMATION. THE SURVEYOR MAKES NO GUARANTEE

THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH

UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND

UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH

HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS

POSSIBLE FROM THE INFORMATION AVAILABLE. PUBLIC UTILITY LOCATE

REQUEST WAS MADE UNDER TICKET NO B320903101 THIS SITE WAS

LOCATED BY STANDARD RF METHODS.

5. FIELD WORK FOR THIS SURVEY WAS COMPLETED ON JUNE 02, 2023,

JUNE 03, 2023, JUNE 05, 2023.

6. ALL SERVICES ARE MODELED USING RTK GPS SURVEYED LOCATIONS

FROM SITE MARKINGS AS LOCATED BY NORTHERN ENGINEERING.

7. THIS PLAN HAS BEEN PREPARED FOR DESIGN ONLY, ALL SERVICES

MUST BE LOCATED/POTHOLED BY THE CONTRACTOR PRIOR TO

EXCAVATION OR CONSTRUCTION.

8. ALL LEVELS NOTED, REFER TO EXISTING GROUND LEVEL WHERE

SURVEY WAS TAKEN. DEPTH INDICATORS NOTED DOWN TO SERVICE,

REPRESENT APPROXIMATE, DEPTH TO TOP OF SERVICE, AS MARKED UP

ON SITE.

9. BOUNDARIES HAVE BEEN SHOWN IN AN APPROXIMATE WAY ONLY,

INFORMATION OBTAINED FROM OVERLAYS AND/OR IMAGES MAY BE

USED AS A GUIDE ONLY.

SUE

S U

B S

U R

E U

N G

E R

NORTH

30 30

60 90

KEYMAP

SALISBURY AVENUE

C E

B O

../../Pictures/2023-02-21 TOPO/Img_1069_200223_194525.jpg

E D

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

E, C O

E D

Sheet

V A

S Q

U E

Z S

E W

E R

P R

C T

Th es e dr aw in gs a re in st ru m en ts o f s er vi ce pr ov id ed b y

N or th er n En gi ne er in g Se rv ic es In c.

O T

C O

R U

O N

R E

W S

E T

E, C O

NOT TO SCALECLEAN-OT2.DWG

July 3, 2019

CONSTRUCTION STANDARD

NORTHERN

ENGINEERING

GRAVITY LINE

CLEANOUT

FLOW

DIRECTION

OF FLOW

DIRECTION

ELBOW TO BE PLACED AT

ANGLE POINT OF PIPELINE

ELBOW

PLAN VIEW

SECTION A-A

CAP

CONCRETE

COLLAR

PAVEMENT WALK

NOTES:

1. REFER TO RELATED DETAIL SS-5, LATEST REVISION, FOR SANITARY

SEWER SERVICE LATERAL STANDARD DRAWING.

2. REFER TO RELATED SERVICE LATERAL TRACER WIRE DETAIL UL-3,

AND GENERAL TRACER WIRE NOTES ON UL-6, LATEST REVISION OF

EACH, FOR ADDITIONAL TRACER WIRE TAPING, SPLICING,

CONNECTING, GROUNDING, AND MISC. INSTALLATION DETAILS.

3. DEVELOPER TO INSTALL TRACER WIRE FROM SS MAIN TO THE

TEST STATION BOX ON THE EDGE OF ROW. TEST STATION FOR

NEW DEVELOPMENT SHALL BE A COIL OF 2 FT (LINEAR) TRACER

WIRE, SECURED TO THE SERVICE STUB MARKER POST.

4. PROPERTY BUILDER TO SPLICE SANITARY SEWER SERVICE TRACER

WIRE PROPERTY LINE AND INSTALL UP TO STRUCTURE,

TERMINATING AT THE SS SERVICE CLEANOUT WITH AN APPROVED

MFR TEST STATION ACCESS BOX FROM AN APPROVED MFR. TEST

STATION ACCESS BOX SHALL BE MOUNTED TO THE STRUCTURE

WITHIN 18" OF THE SS SERVICE CLEANOUT AND INSTALLED

ACCORDING TO THE TEST STATION MFR SPECIFICATIONS. REFER

TO WATER & SEWER SPECIFICATIONS, LATEST REVISION, FOR

APPROVED MFR.

PAVEMENT WALK

TRACER WIRE INSTALLATION - NEW CONSTRUCTION

TRACER WIRE INSTALLATION ELEVATION VIEW

TEST STATION AT STRUCTURE

VARYING

WIDTH

UTILITY

EASEMENT

ROW OR EXCLUSIVE

EASEMENT

DEVELOPER TO INSTALL

GROUNDING ROD AND TRACER

WIRE UP TO PROPERTY LINE

TERMINATE TRACER WIRE

WITH GROUNDING ROD

(SEE NOTE 2)

SEE DETAIL SS-5

PROPERTY LINE

PROPERTY BUILDER TO SPLICE

SERVICE TRACER WIRE AND

INSTALL UP TO STRUCTURE (SEE

NOTE 4)

TAPE TRACER WIRE TO TOP

OF PIPE (SEE NOTE 2)

FLOW

SERVICE CLEAN-OUT

ROW OR EXCLUSIVE

EASEMENT

TERMINATE TRACER WIRE WITH

GROUNDING ROD (SEE NOTE 2)

SEE DETAIL SS-5

PROPERTY LINE

TAPE TRACER WIRE TO TOP

OF PIPE (SEE NOTE 2)

2X4 MARKER

POST

STANDARD AIR TIGHT PLUG

(SEE W&S SANITARY SEWER

("SS") DETAILS)

STRUCTURE

SEE "TEST

STATION

STRUCTURE"

DETAIL

STRUCTURE

MOUNTABLE TEST

STATION ACCESS BOX

FROM APPROVED MFR

(SEE NOTE 4)

TRACER WIRE

SANITARY SEWER

CLEANOUT (TYP)

"NEW SERVICE" TEST

STATION (SEE NOTE 3)

DATE: JANUARY 2023 SCALE: N.T.S.

(TYP)SANITARY SEWER SERVICE UTILITY LOCATING

DETAIL SECTION & TEST STATION

DETAIL UL-5

TRACER WIRE NOTES:

1. LOCATING MUST MEET REQUIREMENTS OF SENATE BILL 18-167 OR ANY

UPDATE.

2. TRACER WIRE SHALL BE LOCATED ON TOP OF PIPE, TAPED EVERY 3 TO 4

FEET MAX AND EACH SIDE OF EVERY JOINT, FITTING, AND VALVE.

3. TRACER WIRE IS REQUIRED FOR ALL WATER SERVICE LATERALS,

NON-POTABLE IRRIGATION SERVICE LATERALS, ALL SANITARY SEWER

LATERALS, ALL WATER MAINS, AND ALL NON-POTABLE IRRIGATION

MAINS.

4. TWO UNDERGROUND WIRE SPLICES ARE ALLOWED PER SERVICE, SHALL

HAVE LOCKABLE CONNECTIONS SPECIFICALLY DESIGNED FOR DIRECT

BURIAL, AND DIELECTRIC SILICONE GEL FILLED OR APPROVED EQUAL.

5. REFER TO WATER & SEWER SPECIFICATIONS, LATEST REVISION, FOR

TRACER WIRE GAUGE, MATERIAL, AND COATING REQUIREMENTS.

6. TRACER WIRE SYSTEMS MUST BE INSTALLED AS A SINGLE CONTINUOUS

WIRE, EXCEPT WHERE USING APPROVED CONNECTORS. NO LOOPING OR

COILING OF WIRE AROUND THE PIPE IS ALLOWED.

7. ALL WATER SERVICE LATERAL TRACER WIRES SHALL BE CONNECTED TO

MAINLINE TRACER USING AN APPROVED MAINLINE TO LATERAL LUG

CONNECTOR WITHOUT CUTTING / SPLICING THE MAINLINE TRACER

WIRE.

8. ALL MAINLINE TRACER WIRE BRANCHES SHALL BE MADE WITH AN

APPROVED MAINLINE TO MAINLINE LUG CONNECTOR WITHOUT

CUTTING / SPLICING EITHER MAINLINE TRACER WIRE.

9. REFER TO WATER & SEWER CONSTRUCTION SPECIFICATIONS, LATEST

REVISION, FOR APPROVED TRACER WIRE MFR AND ADDITIONAL

INSTALLATION REQUIREMENTS.

TEST STATIONS:

1. TRACER WIRE SHALL BE ACCESSIBLE AT LEAST ONCE EVERY 1,000 FT

MAX.

2. TEST STATION SHALL NOT BE FURTHER THAN 1,000 FT FROM AN

APPROVED "FAR-END" GROUNDING ROD. THIS GROUNDING ROD MUST

MEET WATER & SEWER CONSTRUCTION SPECIFICATIONS AND DESIGN

CRITERIA STATED IN THE GROUNDING NOTES.

3. TEST STATION MAY EITHER BE IN THE FORM OF A CATHODE WIRE LOOP

ACCESSIBLE FROM FINAL GRADE SURFACE OR AN APPROVED TEST

STATION ACCESS BOX FROM AN APPROVED MFR. EITHER TEST STATION

FORM SHALL BE WITHIN THE FAR-END GROUNDING INTERVAL

REQUIREMENT, AND MEET WATER & SEWER TRACER WIRE

CONSTRUCTION SPECIFICATIONS AND DETAILS, LATEST REVISION OF

EACH.

4. GROUND SURROUNDING TEST STATION ACCESS BOXES SHALL SLOPE

AWAY FROM LID AT 2% MINIMUM GRADE.

GROUNDING NOTES:

1. ALL SANITARY SEWER SERVICE LATERAL TRACER WIRES SHALL

TERMINATE WITHIN 2 FT OF THE SS MAIN WITH AN APPROVED DRIVE-IN

MAGNESIUM GROUNDING ROD. SINGLE GROUNDING ROD MAY BE

UTILIZED FOR UP TO 3 SEWER SERVICES MAX.

2. MAINLINE TRACER WIRE MUST BE GROUNDED AT EVERY DEAD

END/STUB, AND ALONG CONTINUOUS RUNS AT A MAXIMUM OF 2,000

FT INTERVALS WITH A 1.5 LB DRIVE-IN MAGNESIUM GROUNDING ROD

PER MFR REQUIREMENTS. PLACEMENT OF GROUNDING ROD SHALL BE

INSTALLED IN SUCH A WAY THAT ALLOWS FOR PROPER WIRE LOCATING

WITHOUT A LOSS OR DETERIORATION OF LOW FREQUENCY SIGNAL (512

HZ) FOR DISTANCES IN EXCESS OF 1,000 FT.

3. IF GROUNDING ROD IS TOO CLOSE TO A TEST STATION THAT IT

INTERFERES WITH PROPER LOCATING, THE GROUNDING ROD MUST BE

SWITCH-ABLE IN ORDER TO TEMPORARILY DEACTIVATE THE

INTERFERING GROUND SIGNAL IN THE VICINITY. SUCH A TEST STATION

SHALL BE IN THE FORM OF A TEST STATION ACCESS BOX FROM A CITY

APPROVED MFR.

4. REFER TO WATER & SEWER CONSTRUCTION SPECIFICATIONS, LATEST

REVISION, FOR APPROVED GROUNDING ROD MFR AND ADDITIONAL

REQUIREMENTS.

DATE: JANUARY 2023 SCALE: N.T.S.

TRACER WIRE GENERAL NOTES

DETAIL UL-6

NOT TO SCALECLEAN-OT2.DWG

July 3, 2019

CONSTRUCTION STANDARD

NORTHERN

ENGINEERING

GRAVITY LINE

CLEANOUT

FLOW

DIRECTION

OF FLOW

DIRECTION

ELBOW TO BE PLACED AT

ANGLE POINT OF PIPELINE

ELBOW

PLAN VIEW

SECTION A-A

CAP

CONCRETE

COLLAR

GRAVEL

12" GRASS

Sheets and Views

1135-008_COVER - CS1

1135-008_COVER - CS2

1135-008_ECON - EC1

1135-008_SAN-A-C - SS1

1135-008_SAN-A-C - SS2

1135-008_SUE - SUE

1135-008_DET - D1

1135-008_DET - D2

File details come from the government source that posted it. Updated Apr 19, 2025.