2-Bid Set - Tabiona Track Field.pdf

PDF 10 MB Posted May 28, 2026

Attached to: GJ26-151 DCSD Tabiona School Campus Track and Field Construction Project
Solicitation number: GJ26-151
Issued by: Davis County, Utah

About this file

Written by GovTribe AI · May 28, 2026

This document is a bid set for the Tabiona School Campus Track and Field Construction Project issued by Duchesne County School District (DCSD) in Utah. The project involves the construction of a track and field facility at Tabiona School. A mandatory pre-bid meeting is scheduled for June 2, 2026, at 1:00 PM Mountain Time, with a questions and answers deadline of June 5, 2026, at 5:00 PM MT to be submitted to Keni Althouse at kenia@designwestarchitects.com. Bid submittals are due on June 16, 2026, no later than 1:00 PM MT and should be directed to Dee Miles at dmiles@dcsd.org. Prospective bidders are required to review the complete solicitation documents to ensure compliance with all requirements, as DCSD is the issuing and conducting procurement unit, not the State Division of Purchasing.

The bidding documents impose a 1GB file size limit for single uploads. This solicitation serves as an advertisement of the procurement opportunity, with contract award notifications to be announced directly by DCSD rather than through the state posting website. The solicitation posting will be canceled upon the closing date, though submitted bids will continue to be evaluated according to the criteria outlined in the solicitation documents. Interested vendors should direct all communications and submissions to the designated DCSD contacts to ensure timely receipt and proper consideration of their proposals.

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PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

A, U

S E

126076

K. ALTHOUSE

B. WRIGHT

05.27.2026

OWNER

DUCHESNE COUNTY SCHOOL DISTRICT

1010 EAST 200 NORTH

ROOSEVELT, UT 84066

PHONE: 435.725.4500

EMAIL: mweldon@dcsd.org

CONTACT: MICHAEL WELDON,

Director of Facilities Management

DESIGN TEAM

TABIONA SCHOOL TRACK & FIELD

TABIONA, UTAH

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

LANDSCAPE

CIVIL ELECTRICAL

DESIGN WEST ARCHITECTS

255 SOUTH 300 WEST

LOGAN, UT 84321

PHONE: 435.752.7031

EMAIL: kenia@designwestarchitects.com

CONTACT: KENI ALTHOUSE, PLA

VICINITY MAP

SHEET INDEX

LYNK ENGINEERS

240 EAST MORRIS AVE, SUITE 200

SALT LAKE CITY, UT 84115

PHONE: 801.534.1130

EMAIL: philip.borup@lynkengineers.com

CONTACT: PHILIP BORUP, BSEE

ENSIGN ENGINEERING

919 NORTH 400 WEST

LAYTON, UT 84041

PHONE: 801.547.1100

EMAIL: cpreston@ensignutah.com

CONTACT: CAM PRESTON, PE

BID ALTERNATE SCHEDULE

105101-5301

OF UTAHSTATE

SED RA

LICEN

AL N DSCAPE

BLAKE C. WRIGHT

05.27.2026

G-001

COVER SHEET

G-001 COVER SHEET

C-001 GENERAL NOTES

C-100 DEMOLITION PLAN

C-200 SITE AND UTILITY PLAN

C-300 GRADING PLAN

C-301 DRAINAGE PLAN

C-400 DETAILS

AS-101 ARCHITECTURAL SITE PLAN AREA A

AS-102 ARCHITECTURAL SITE PLAN AREA B

AS-501 SITE DETAILS

AS-502 SITE DETAILS

L-101 PLANTING PLAN

L-201 IRRIGATION PLAN AREA A

L-202 IRRIGATION PLAN AREA B

L-501 LANDSCAPE DETAILS

L-502 LANDSCAPE DETAILS

E-001 GENERAL NOTES AND SYMBOLS

E-002 DETAILS AND SCHEDULES

E-003 AUDIO RISER AND EQ. LIST

E-101 SITE PLAN - ELECTRICAL

E-102 SITE PLAN - AUDIO

E-103 SITE PLAN - SPORTS LIGHTING

BID ALTERNATE #1

· GRAVEL PARKING: C-200, AS-101, AS-102

BID ALTERNATE #2

· POST-TENSION CONCRETE TRACK: AS-101, AS-102, AS-502

BID ALTERNATE #3

· SOUND SYSTEM: E-102

BID ALTERNATE #4

· SPORTS LIGHTING: E-103

BID ALTERNATE #5

· PER UNIT COST TO EXCAVATE AND REPLACE WITH FABRIC &

STRUCTURAL FILL: C-300

PROJECT LOCATION

TABIONA SCHOOL

I-35

3850 N

3750 N

3950 N

4050 N

3750 N

NOTE: MAY CONTAIN ABBREVIATIONS THAT ARE NOT USED IN THIS PLAN SET.

ABBREVIATIONS

1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS SET FORTH BY: THE DESIGN ENGINEER, LOCAL AGENCY JURISDICTION, APWA (CURRENT EDITION), AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). THE ORDER LISTED ABOVE IS ARRANGED BY SENIORITY. THE LATEST EDITION OF ALL STANDARDS AND SPECIFICATIONS MUST BE ADHERED TO. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED BY ANY OF THE LISTED SOURCES, CONTRACTOR MUST CONTACT

DESIGN ENGINEER FOR DIRECTION.

2. CONTRACTOR TO STRICTLY FOLLOW THE MOST CURRENT COPY OF THE SOILS REPORT FOR THIS PROJECT. ALL GRADING INCLUDING BUT NOT LIMITED TO CUT, FILL, COMPACTION, ASPHALT SECTION, SUBBASE, TRENCH EXCAVATION/BACKFILL, SITE

GRUBBING, AND FOOTINGS MUST BE COORDINATED DIRECTLY WITH SOILS REPORT.

3. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND BRING UP ANY QUESTIONS BEFORE SUBMITTING BID.

4. CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE CITY, STATE, OR COUNTY REGULATIONS FOR

WORKING IN THE PUBLIC WAY.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS. WET DOWN DRY

MATERIALS AND RUBBISH TO PREVENT BLOWING.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE IMPROVEMENTS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF OR DAMAGE TO EXISTING UTILITIES.

8. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

9. ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED, OR BROOMED. ANY "PLASTERING" OF NEW CONCRETE WILL BE

DONE WHILE IT IS STILL "GREEN".

10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

11. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. CONTRACTOR SHALL START

INSTALLATION AT LOW POINT OF ALL NEW GRAVITY UTILITY LINES.

12. ALL DIMENSIONS, GRADES, AND UTILITY DESIGN SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH

NOTIFICATION HAS NOT BEEN GIVEN.

13. NO CHANGE IN DESIGN LOCATION OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE

PROJECT ENGINEER.

14. NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND MONUMENT REFERENCE MARKS WITHIN THE PROJECT SITE. CONTACT THE CITY OR COUNTY SURVEYOR FOR MONUMENT LOCATIONS AND

CONSTRUCTION DETAILS.

16. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY AND/OR UTILITY MAPPING PROVIDED TO THE ENGINEER, AND THEREFORE UTILITIES MAY NOT BE LOCATED CORRECTLY, EITHER HORIZONTALLY OR VERTICALLY, AND MAY NOT BE ALL INCLUSIVE. CONTRACTOR IS REQUIRED TO FOLLOW THE PROCEDURE

OUTLINED BELOW:

16.1. CONTRACTOR IS REQUIRED TO LOCATE AND POTHOLE ALL EXISTING UTILITY LINES (BOTH HORIZONTALLY AND VERTICALLY) THAT AFFECT THE PROJECT CONSTRUCTION, EITHER ON-SITE OR OFF-SITE, AND DETERMINE IF THERE ARE ANY CONFLICTS WITH THE DESIGN OF THE SITE AS SHOWN ON THE APPROVED PLANS PRIOR TO ANY CONSTRUCTION. IF IT IS DETERMINED THAT CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSED CONSTRUCTION) THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO CORRECT THE CONFLICTS BEFORE ANY WORK CAN BEGIN.

IF THE CONTRACTOR FAILS TO FOLLOW THIS ABSOLUTE REQUIREMENT AND CONFLICTS ARISE DURING CONSTRUCTION THE

CONTRACTOR WILL BEAR THE SOLE RESPONSIBILITY TO FIX THE CONFLICTS.

16.2. CONTRACTOR IS REQUIRED TO VERIFY THAT PROPER COVER AND PROTECTION OF EXISTING UTILITY LINES IS MAINTAINED OR ATTAINED WITHIN THE DESIGN ONCE VERIFICATION OF THE EXISTING UTILITIES IS COMPLETED AS OUTLINED IN 16.1 ABOVE.

16.3. IN ADDITION TO 16.1 AND 16.2 ABOVE THE CONTRACTOR WILL VERIFY DEPTHS OF UTILITIES IN THE FIELD BY "POTHOLING" A MINIMUM OF 300 FEET AHEAD OF PROPOSED PIPELINE CONSTRUCTION TO AVOID POTENTIAL CONFLICTS WITH DESIGNED

PIPELINE ALIGNMENT AND GRADE AND EXISTING UTILITIES.

16.4. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSED CONSTRUCTION) AS DETERMINED UNDER 16.1, 16.2 OR 16.3 THE CONTRACTOR WILL NOTIFY THE ENGINEER IMMEDIATELY TO

RESOLVE THE CONFLICT.

16.5. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSED CONSTRUCTION) RESULTING FROM THE CONTRACTOR'S NEGLIGENCE TO IDENTIFY AND/OR “POTHOLE” EXISTING UTILITIES AS REQUIRED IN 16.1, 16.2 AND 16.3 ABOVE, THE CONTRACTOR WILL BE REQUIRED TO RESOLVE THE CONFLICT WITHOUT

ADDITIONAL COST OR CLAIM TO THE OWNER OR ENGINEER.

17. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO

OWNER.

18. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION.

19. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE

SAWCUT TO A CLEAN, SMOOTH EDGE.

20. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT, ADOPTED EDITION OF ADA ACCESSIBILITY

GUIDELINES.

21. CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF

UTAH AND SHALL BE BONDABLE FOR AN AMOUNT REQUIRED BY THE OWNER.

22. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS

REQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL

RE-TESTING AND/OR RE-INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR.

24. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT. THERE WILL BE NO EXTRA COST DUE TO THE CONTRACTOR FOR REPLACING OR

REPAIRING EXISTING IMPROVEMENTS.

25. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO

THE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.

26. CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL STRUCTURES AND OTHER FACILITIES. RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER ONE SET OF NEATLY MARKED RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE.

27. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE

FIRST QUALITY ARE TO BE USED.

28. ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL GATES AND FENCES FROM

DAMAGE.

29. ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL TREES FROM DAMAGE.

30. ASPHALT MIX DESIGN MUST BE SUBMITTED AND APPROVED BY THE GOVERNING AGENCY PRIOR TO THE PLACEMENT.

31. CONTRACTORS ARE RESPONSIBLE FOR ALL OSHA REQUIREMENTS ON THE PROJECT SITE.

32. A UPDES (UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES 1 ACRE OR

MORE AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN.

1. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY AND MAY NOT BE LOCATED CORRECTLY AND IS NOT ALL INCLUSIVE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES

WITHIN THE PROJECT LIMITS BEFORE BEGINNING DEMOLITION/CONSTRUCTION.

2. THERE MAY BE BURIED UTILITIES WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT SHOWN ON THE PLANS DUE TO LACK OF MAPPING OR RECORD INFORMATION. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN UNEXPECTED UTILITIES ARE

DISCOVERED.

3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UTILITIES AND IMPROVEMENTS WHETHER OR NOT SHOWN ON THESE PLANS. THE FACILITIES AND IMPROVEMENTS ARE BELIEVED TO BE CORRECTLY SHOWN BUT THE CONTRACTOR IS REQUIRED TO SATISFY HIMSELF AS TO THE COMPLETENESS AND ACCURACY OF THE LOCATIONS. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM HIS OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS.

1. TRAFFIC CONTROL AND STRIPING TO CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).

2. BARRICADING AND DETOURING SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CURRENT M.U.T.C.D.

3. NO STREET SHALL BE CLOSED TO TRAFFIC WITHOUT WRITTEN PERMISSION FROM THE APPROPRIATE AGENCY, EXCEPT

WHEN DIRECTED BY LAW ENFORCEMENT OR FIRE OFFICIALS.

4. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE

MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.

5. DETOURING OPERATIONS FOR A PERIOD OF SIX CONSECUTIVE CALENDAR DAYS, OR MORE, REQUIRE THE INSTALLATION OF TEMPORARY STREET STRIPING AND REMOVAL OF INTERFERING STRIPING BY SANDBLASTING. THE DETOURING STRIPING PLAN OR CONSTRUCTION TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE GOVERNING AGENCY FOR REVIEW AND

APPROVAL.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE WORK TO THE

SATISFACTION OF THE GOVERNING AGENCY.

7. TRAFFIC CONTROL DEVICES (TCDs) SHALL REMAIN VISIBLE AND OPERATIONAL AT ALL TIMES.

8. ALL PERMANENT TRAFFIC CONTROL DEVICES CALLED FOR HEREON SHALL BE IN PLACE AND IN FINAL POSITION PRIOR TO ALLOWING ANY PUBLIC TRAFFIC ONTO THE PORTIONS OF THE ROAD(S) BEING IMPROVED HEREUNDER, REGARDLESS OF THE STATUS OF COMPLETION OF PAVING OR OTHER OFF-SITE IMPROVEMENTS CALLED FOR BY THESE PLANS.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY

TO INSURE THE SAFETY OF WORKERS AND VISITORS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTAH TRANSIT AUTHORITY (UTA) IF THE CONSTRUCTION INTERRUPTS OR RELOCATES A BUS STOP OR HAS AN ADVERSE EFFECT ON BUS SERVICE ON THAT STREET TO ARRANGE

FOR TEMPORARY RELOCATION OF STOP.

TRAFFIC CONTROL AND SAFETY NOTES

GRADING AND DRAINAGE NOTES

1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE

RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL RELATED ADDENDUMS.

2. THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSED BUILDING AND PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE IN

LANDSCAPED AREAS.)

3. THE CONTRACTOR SHALL REMOVE ALL ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS PRIOR TO PLACING GRADING FILL OR BASE COURSE. THE AREA SHOULD BE PROOF-ROLLED TO IDENTIFY ANY SOFT AREAS. WHERE SOFT AREAS ARE ENCOUNTERED, THE CONTRACTOR SHALL REMOVE THE SOIL AND REPLACE WITH COMPACTED FILL.

4. ALL DEBRIS PILES AND BERMS SHOULD BE REMOVED AND HAULED AWAY FROM SITE OR USED AS GENERAL FILL IN

LANDSCAPED AREAS.

5. THE CONTRACTOR SHALL CONSTRUCT THE BUILDING PAD TO THESE DESIGN PLANS AS PART OF THE SITE GRADING CONTRACT, AND STRICTLY ADHERE TO THE SITE PREPARATION AND GRADING REQUIREMENTS OUTLINED IN THE

GEOTECHNICAL REPORT.

6. THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING

ASPHALT, CURB AND GUTTER, AND ADJOINING SITE IMPROVEMENTS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND DEBRIS ON ADJACENT STREETS WHEN EQUIPMENT IS

TRAVELING THOSE STREETS.

8. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS AND RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT AND TAKE ALL NECESSARY PRECAUTIONS AND RECOMMENDED PROCEDURES TO ASSURE SOUND GRADING

PRACTICES.

9. THE CONTRACTOR SHALL TAKE APPROPRIATE GRADING MEASURES TO DIRECT STORM SURFACE RUNOFF TOWARDS CATCH

BASINS.

10. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON ON-SITE SURVEY. IT SHALL BE THE CONTRACTORS' FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR

DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED SUBGRADE, FINISH GRADES, AND

SLOPES SHOWN.

12. THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS NOT NECESSARILY THE INTENT OF THIS PROJECT. ANY ADDITIONAL MATERIAL REQUIRED OR LEFTOVER MATERIAL FOLLOWING EARTHWORK OPERATIONS BECOMES THE

RESPONSIBILITY OF THE CONTRACTOR.

13. THE GRADING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER TO PROVIDE FOR THE REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ASSOCIATED PERMIT. ALL CONTRACTOR ACTIVITIES 1 ACRE OR MORE IN SIZE ARE REQUIRED TO PROVIDE A STORM WATER POLLUTION PREVENTION PLAN.

14. ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED.

15. THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDING CONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY

PERMITS FOR CONSTRUCTION WATER FROM GOVERNING AGENCY.

16. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHT-OF-WAYS IN A CLEAN, SAFE AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE PUBLICLY-OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE, AND USABLE CONDITION.

UTILITY NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS, CITY AND STATE

REQUIREMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED BY THE

ENGINEER.

2. CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES" WITH THE APPROPRIATE UTILITY COMPANY, INCLUDING BUT NOT LIMITED TO: TELEPHONE & INTERNET SERVICE, GAS SERVICE, CABLE, AND POWER.

3. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS BASED ON ON-SITE SURVEY. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY BLUE STAKES AT 1-800-662-4111 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE BLUE STAKES ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF BLUE STAKES. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY

COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT.

4. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT CONTRACTOR'S

EXPENSE.

5. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS (CURRENT EDITION), SECTION 33 05 20 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE GEOTECHNICAL REPORT IF NATIVE MATERIALS ARE USED. NO NATIVE MATERIALS ARE ALLOWED IN THE PIPE ZONE. THE MAXIMUM LIFT FOR BACKFILLING

EXCAVATIONS IS DETERMINED BY THE GEOTECHNICAL RECOMMENDATIONS.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND

BRACING OF EXCAVATIONS AND TRENCHES AND FOR THE PROTECTION OF WORKERS.

7. THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE

PROJECT LIMITS.

8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TO EXISTING UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAY AND UTILITY FACILITIES. DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE

SATISFACTION OF THE OWNER OF SAID FACILITIES.

9. ALL WATER LINE AND SEWER LINE INSTALLATION AND TESTING TO BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCY'S

STANDARDS AND SPECIFICATIONS.

10. ALL MANHOLES, HYDRANTS, VALVES, CLEANOUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER APWA (CURRENT EDITION) STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS, AND VALVES PER APWA STANDARDS. ALL MANHOLE, CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOX

AND GROUTED OR SEALED.

11. CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURING

CONSTRUCTION.

12. SILT AND DEBRIS ARE TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH BASINS ARE TO BE MAINTAINED IN A

CLEANED CONDITION AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION.

13. CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOW

ACCESS.

14. EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. THE TRENCH WALL SHALL BE SO BRACED THAT THE WORKMEN MAY WORK SAFELY AND EFFICIENTLY. ALL TRENCHES SHALL BE

DRAINED SO THE PIPE LAYING MAY TAKE PLACE IN DEWATERED CONDITIONS.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVE

PROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION.

16. ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10 FEET, EDGE TO EDGE, FROM THE WATER LINES. IF A 10 FOOT SEPARATION CAN NOT BE MAINTAINED, CONSTRUCT PER GOVERNING AGENCY'S MINIMUM

SEPARATION STANDARDS.

17. CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS AND TEES.

18. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREET

PAVING.

19. CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL NONMETALLIC PIPE.

GENERAL NOTES

DEMOLITION NOTES

APWA AMERICAN PUBLIC WORKS ASSOCIATION

AR ACCESSIBLE ROUTE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWWA AMERICAN WATER WORKS ASSOCIATION

BOS BOTTOM OF STEP

BVC BEGIN VERTICAL CURVE

C CURVE

CB CATCH BASIN

CF CURB FACE OR CUBIC FEET

CL CENTER LINE

CO CLEAN OUT

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

DIA DIAMETER

DIP DUCTILE IRON PIPE

ELEC ELECTRICAL

ELEV ELEVATION

EOA EDGE OF ASPHALT

EVC END OF VERTICAL CURVE

EW EACH WAY

EXIST EXISTING

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE OR FLANGE

GB GRADE BREAK

GF GARAGE FLOOR

GV GATE VALVE

HC HANDICAP

HP HIGH POINT

IRR IRRIGATION

K RATE OF VERTICAL CURVATURE

LD LAND DRAIN

LF LINEAR FEET

LP LOW POINT

MEX MATCH EXISTING

MH MANHOLE

MJ MECHANICAL JOINT

NG NATURAL GROUND

NIC NOT IN CONTRACT

NO NUMBER

OC ON CENTER

OCEW ON CENTER EACH WAY

OHP OVERHEAD POWER

PC POINT OF CURVATURE OR PRESSURE CLASS

PCC POINT OF COMPOUND CURVATURE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PRC POINT OF REVERSE CURVATURE

PRO PROPOSED

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

R RADIUS

RD ROOF DRAIN

ROW RIGHT OF WAY

S SLOPE

SAN SWR SANITARY SEWER

SD STORM DRAIN

SEC SECONDARY

SS SANITARY SEWER

STA STATION

SW SECONDARY WATER LINE

TBC TOP BACK OF CURB

TOG TOP OF GRATE

TOA TOP OF ASPHALT

TOC TOP OF CONCRETE

TOF TOP OF FOUNDATION

TOW TOP OF WALL

TOS TOP OF STEP

TYP TYPICAL

VC VERTICAL CURVE

WIV WALL INDICATOR VALVE

W WATER LINE

IRR

SECTION CORNER

EXISTING MONUMENT

PROPOSED MONUMENT

EXISTING REBAR AND CAP

SET ENSIGN REBAR AND CAP

EXISTING WATER METER

PROPOSED WATER METER

EXISTING WATER MANHOLE

PROPOSED WATER MANHOLE

EXISTING WATER BOX

EXISTING WATER VALVE

PROPOSED WATER VALVE

EXISTING FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED FIRE DEPARTMENT CONNECTION

EXISTING SECONDARY WATER VALVE

PROPOSED SECONDARY WATER VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION VALVE

PROPOSED IRRIGATION VALVE

EXISTING SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER MANHOLE

EXISTING SANITARY CLEAN OUT

EXISTING STORM DRAIN CLEAN OUT BOX

PROPOSED STORM DRAIN CLEAN OUT BOX

EXISTING STORM DRAIN INLET BOX

EXISTING STORM DRAIN CATCH BASIN

PROPOSED STORM DRAIN CATCH BASIN

EXISTING STORM DRAIN COMBO BOX

PROPOSED STORM DRAIN COMBO BOX

EXISTING STORM DRAIN CLEAN OUT

EXISTING STORM DRAIN CULVERT

PROPOSED STORM DRAIN CULVERT

TEMPORARY SAG INLET PROTECTION

TEMPORARY IN-LINE INLET PROTECTION

ROOF DRAIN

EXISTING ELECTRICAL MANHOLE

EXISTING ELECTRICAL BOX

EXISTING TRANSFORMER

EXISTING UTILITY POLE

EXISTING LIGHT

PROPOSED LIGHT

EXISTING GAS METER

EXISTING GAS MANHOLE

EXISTING GAS VALVE

EXISTING TELEPHONE MANHOLE

EXISTING TELEPHONE BOX

EXISTING TRAFFIC SIGNAL BOX

EXISTING CABLE BOX

EXISTING BOLLARD

PROPOSED BOLLARD

EXISTING SIGN

PROPOSED SIGN

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING FLOW DIRECTION

EXISTING TREE

DENSE VEGETATION

EXISTING EDGE OF ASPHALT

PROPOSED EDGE OF ASPHALT

EXISTING STRIPING

PROPOSED STRIPING

EXISTING FENCE

PROPOSED FENCE

EXISTING FLOW LINE

PROPOSED FLOW LINE

GRADE BREAK

EXISTING STORM DRAIN LINE

PROPOSED STORM DRAIN LINE

ROOF DRAIN LINE

CATCHMENTS

HIGHWATER LINE

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER LINE

PROPOSED SAN. SWR. SERVICE LINE

EXISTING LAND DRAIN LINE

PROPOSED LAND DRAIN LINE

PROPOSED LAND DRAIN SERVICE LINE

EXISTING CULINARY WATER LINE

PROPOSED CULINARY WATER LINE

PROPOSED CULINARY WATER SERVICE LINE

EXISTING SECONDARY WATER LINE

PROPOSED SECONDARY WATER LINE

PROPOSED SEC. WATER SERVICE LINE

EXISTING IRRIGATION LINE

PROPOSED IRRIGATION LINE

EXISTING OVERHEAD POWER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE

ACCESSIBLE ROUTE

SAW CUT LINE

STRAW WATTLE

TEMPORARY BERM

TEMPORARY SILT FENCE

LIMITS OF DISTURBANCE

EXISTING WALL

PROPOSED WALL

EXISTING CONTOURS

PROPOSED CONTOURS

BUILDABLE AREA WITHIN SETBACKS

PUBLIC DRAINAGE EASEMENT

EXISTING ASPHALT TO BE REMOVED

PROPOSED ASPHALT

EXISTING CURB AND GUTTER

PROPOSED CURB AND GUTTER

PROPOSED REVERSE PAN CURB AND GUTTER

TRANSITION TO REVERSE PAN CURB

CONCRETE TO BE REMOVED

EXISTING CONCRETE

PROPOSED CONCRETE

BUILDING TO BE REMOVED

EXISTING BUILDING

PROPOSED BUILDING

D x

IRR

swv

H Y D

D D

IRR

swv

W sd

XXXX.XX

TBC

XXXX.XX

TBC

ss sw

IRR

irr w

W ld

LOD

LEGEND

TRAFFIC

e g t

HWL

CABLE

ohp

NOTE: MAY CONTAIN SYMBOLS THAT ARE NOT USED IN THIS PLAN SET.

126076

J.MOSS

C.WRIGHT

05.27.2026

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

S E

A, U

WWW.ENSIGNENG.COM

LAYTON

919 North 400 West Layton, UT 84041 Phone: 801.547.1100

ENSIGN PROJECT # 14870

C-001

GENERAL NOTES

HORIZONTAL GRAPHIC SCALE

( IN FEET )

HORZ: 1 inch = ft.40

40 20 40 80 x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxx e e sd x ohp ohp ohp ohp ohp ohp ohp ohp ohp e e oh p eee ss ss ss ss ss ss ss ss ss ssssssssssssssssssss ssssssssssssssssssss ss ssssss ohp ohp ohp ohp ohp ohp ohp ohp x w w w w w w w w w w w w w wwwwwwwwwwwwwwwwwwww

S sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v

H Y

W V

x x x x xx

38000 WEST STREET

37900 WEST STREET

E R

DAVID R

ALLRED

00-0003-0746

MARILYN

KAYE LEE

00-0003-0465

PHILLIP D

(JT) PRICE

00-0033-0736

TANNA LEE

GILES

00-0030-9512

CHARLES H

TRUSTEE STREBEL

00-0003-0753

DIAL TABIONA

PROPERTY LLC

00-0005-2302

RYAN RAY JONES

00-0027-5804

DEPARTMENT OF

TRANSPORTATION

00-0003-0738

LDS CHURCH

00-0003-0720

DENNIS W JONES

TRUSTEE

00-0003-07112

J PAUL HICKMAN

JR TRUSTEE

00-0003-0704

EXISTING SCHOOL

LODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LODLODLOD

2 2

4 4

EXIST FIRE HYDRANT

1 1

126076

J.MOSS

C.WRIGHT

05.27.2026

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

S E

A, U

WWW.ENSIGNENG.COM

LAYTON

919 North 400 West Layton, UT 84041 Phone: 801.547.1100

ENSIGN PROJECT # 14870

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.Know what's below.

before you dig.Call

C-100

DEMOLITION PLAN

HORIZONTAL GRAPHIC SCALE

( IN FEET )

HORZ: 1 inch = ft.40

40 20 40 80

CLEAR AND GRUB GRASS FIELD AS NEEDED

REMOVE EXISTING FENCE

EXIST CONCRETE TO REMAIN

LIMITS OF DISTURBANCE

EXIST IRRIGATION VALVE TO BE REMOVED. SEE GENERAL NOTE 7 AND

SEE LANDSCAPE PLANS.

PRESERVE AND PROTECT EXIST OVERHEAD POWER POLE

REMOVE EXIST TREE

REMOVE EXIST SIGN. PRESERVE AND PROTECT EXIST CONCRETE PAD

FOR FUTURE SIGN INSTALLATION

REMOVE AND PROPERLY DISPOSE OF EXIST CONCRETE STRUCTURE

PRESERVE AND PROTECT EXIST BUILDING

PRESERVE AND PROTECT EXIST PROPANE ENCLOSURE

PRESERVE AND PROTECT EXIST ELECTRICAL TRANSFORMER

1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

2. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER

PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

3. ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT

THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.

4. ALL CONSTRUCTION SIGNAGE, BARRICADES, TRAFFIC CONTROL DEVICES, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. THE CONTRACTOR WILL MAINTAIN SUCH SO THAT THEY ARE PROPERLY

PLACED AND VISIBLE AT ALL TIMES.

5. SIDEWALKS AND CURBS DESIGNATED TO BE DEMOLISHED SHALL BE DEMOLISHED TO THE NEAREST

EXPANSION JOINT, MATCHING THESE PLANS AS CLOSELY AS POSSIBLE.

6. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.

UNLESS OTHERWISE NOTED ON THESE PLANS.

7. THE CONTRACTOR IS TO REMOVE EXIST SECONDARY WATER LINE UNDER FIELD AND RELOCATE PER

LANDSCAPE PLAN.

GENERAL NOTESSCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE

DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:

x x x x x x e e sd x ohp ohp ohp ohp ohp ohp ohp ohp ohp e e oh p eee ss ss ss ss ss ss ss ss ss ssssssssssssssssssss ssssssssssssssssssss ss ssssss ohp ohp ohp ohp ohp ohp ohp ohp x w w w w w w w w w w w w w wwwwwwwwwwwwwwwwwwww

S sw v sw v sw v sw v

H Y

W V

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X x x x x xx

X X X X X X X X X E

38000 WEST STREET

37900 WEST STREET

E R

DAVID R

ALLRED

00-0003-0746

MARILYN

KAYE LEE

00-0003-0465

PHILLIP D

(JT) PRICE

00-0033-0736

TANNA LEE

GILES

00-0030-9512

CHARLES H

TRUSTEE STREBEL

00-0003-0753

DIAL TABIONA

PROPERTY LLC

00-0005-2302

RYAN RAY JONES

00-0027-5804

DEPARTMENT OF

TRANSPORTATION

00-0003-0738

LDS CHURCH

00-0003-0720

DENNIS W JONES

TRUSTEE

00-0003-07112

J PAUL HICKMAN

JR TRUSTEE

00-0003-0704

EXISTING SCHOOL

EXIST FIRE HYDRANT

1 2

6 6

CONCRETE SHOTPUT SEE

ARCHITECTURAL SITE PLAN

INSTALL LONG JUMP. REFER TO ARCHITECTURAL SITE PLANS

8.0

11.5'

6.0

6.0'

6.0

6.0'

.6'

6.0'

6.0

30.0' 30.0'

CONCRETE DISCUS SEE

ARCHITECTURAL SITE PLAN

11 11

EXIST FIRE HYDRANT

4 12

126076

J.MOSS

C.WRIGHT

05.27.2026

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

S E

A, U

WWW.ENSIGNENG.COM

LAYTON

919 North 400 West Layton, UT 84041 Phone: 801.547.1100

ENSIGN PROJECT # 14870

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.Know what's below.

before you dig.Call

C-200

SITE AND UTILITY

PLANHORIZONTAL GRAPHIC SCALE

( IN FEET )

HORZ: 1 inch = ft.40

40 20 40 80

INSTALL 6 LANE TRACK

INSTALL GRASS FIELD. REFER TO ARCHITECTURAL SITE PLANS.

INSTALL 4" THICK CONCRETE PAVING PER DETAIL 5/C-400

EXIST STORAGE BUILDING

MATCH EXISTING IMPROVEMENTS

INSTALL FENCE; REFER TO ARCHITECTURAL SITE PLANS

INSTALL MOW STRIP; REFER TO ARCHITECTURAL SITE PLANS

INSTALL BLEACHERS; REFER TO ARCHITECTURAL SITE PLANS

INSTALL THICKENED EDGE CONCRETE PAD FOR FUTURE SHED INSTALLATION

PER DETAIL 10/C-400

INSTALL CONCRETE RETAINING WALL PER DETAIL 6/C-400

INSTALL ROTOMILL PER DETAIL 7/C-400

BID ALTERNATE 1: INSTALL GRAVEL PER DETAIL 8/C-400

EXIST PROPANE ENCLOSURE

OVERHEAD POWER POLE

INSTALL RAMP HANDRAIL PER DETAIL 9/C400

EXIST ELECTRICAL TRANSFORMER

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS

GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE

CONSTRUCTION DRAWINGS:

1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

2. ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.

3. SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS

THROUGHOUT SITE.

4. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES).

5. ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT

THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.

6. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.

7. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.

UNLESS OTHERWISE NOTED ON THESE PLANS.

8. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER

PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

9. ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY STANDARD PLANS AND

SPECIFICATIONS.

10. ALL WATER INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA STANDARD PLANS AND

SPECIFICATIONS.

11. DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S

STANDARDS AND SPECIFICATIONS.

12. PROJECT SHALL COMPLY WITH ALL UTAH DIVISION OF DRINKING WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION.

13. THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.

14. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES

OR PIPES.

15. THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING

AGENCY'S STANDARDS AND SPECIFICATIONS.

GENERAL NOTES

x x x x x x sd x x sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v sw v

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X x x x x xx

X X X X X X X X X

SD SD SD SD SD

SD SD

SD SD SD SD SD

38000 WEST STREET

37900 WEST STREET

E R

DAVID R

ALLRED

00-0003-0746

MARILYN

KAYE LEE

00-0003-0465

PHILLIP D

(JT) PRICE

00-0033-0736

TANNA LEE

GILES

00-0030-9512

CHARLES H

TRUSTEE STREBEL

00-0003-0753

DIAL TABIONA

PROPERTY LLC

00-0005-2302

RYAN RAY JONES

00-0027-5804

DEPARTMENT OF

TRANSPORTATION

00-0003-0738

LDS CHURCH

00-0003-0720

DENNIS W JONES

TRUSTEE

00-0003-07112

J PAUL HICKMAN

JR TRUSTEE

00-0003-0704

EXISTING SCHOOL

6522.206522.52

1.8

9.8

6522.46

6522.33

6521.71

6521.44

6521.16 652 1.1

6521.55 6521.87

2.0

3.8

3.7

4 6522.92

3.0

6512.62

6522.40

6522.13 6521.96

6522.13

6518.46 6518.37

6518.42

6518.58

6518.17

6518.46 6518.46

6516.85

6516.75

6518.46

6518.14

6518.46 6518.46

6518.58

6518.17

6518.16

6517.30

6517.16

6517.17

6517.31

6518.17 6518.27

6518.26

6517.40

6517.41

6517.31

6517.30

6518.17

6518.58

6518.63

6518.75

6518.58

6518.51

6518.26 6517.30

6515.346515.57

6517.076517.18

6518.46 6517.23

6518.26

6518.46

6518.96

6519.05

6520.526520.82

6520.376520.92

6521.36 6511.98

6509.49

6518.63

6518.58

6518.69 6518.68

6518.58 6520.48

6520.48

6518.69

6518.78

6518.68

6518.58

6518.02 6512.78

6518.46

6518.17

6518.58

2.0

2.0% 2.0

2.0

5.6%

9.1%

2.8%

6.7%

1.1%

17.2%

.9%

13.7%

0.9%

1.8%

2.0

1.5

1.5%

6515.76

6514.87 6514.12 6513.40 6512.69

6512.48

6511.68

6511.33

6510.79

6510.57

6510.10

1.0% 1.3% 1.5% 1.3% 0.9%

8.2%

0.3

0.9

0.7

0.9

0.8

1.3

20.4%

16.2%

.9%

.5%

.0% 5.2

15.5%

15.0%

6524.06

TOC

TOC/GB

TOC

TOCTOC

TOC TOC

TOC

TOC TOC

TOC

TOC TOC

TOC

TOW

FL/GB

FL/GB FL/GB FL/GB FL/GB

FL/GB

FG/GB

TOC

FG/GB

TOC

TOC TOC

TOC

TOA

TOC

TOCNG

TOC

TOA

TOC

TOA

TOC TOC

1.8

1.8%

1.5

1.5%

1.8% 1.8

6525 65

6512 6511 6510

6514 65

4.4%

1.6%

5.9

6517.49

0.3%

1.1%

6518.02

TOG

6518.02

TOG

1.0%1.0% 6518.56

FL/HP

1.0

1.0%

1.7

6518.37

6517.82 6518.29

TOG

6518.21

TOG

6523.96652 4.9

5.3

4.9

5.8

6526.43

6526.36 6526.61

6525.92

6.0

NG TOC

TOC

TOG

2.0%

1.5%

1.6%

42.1%

33.6%

29.0%

27.0%

.8%

TOC

126076

J.MOSS

C.WRIGHT

05.27.2026

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

LOGAN, UTAH

(435) 752-7031

SALT LAKE CITY, UTAH

(801) 539-8221

S E

A, U

WWW.ENSIGNENG.COM

LAYTON

919 North 400 West Layton, UT 84041 Phone: 801.547.1100

ENSIGN PROJECT # 14870

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.Know what's below.

before you dig.Call

C-300

GRADING PLAN

HORIZONTAL GRAPHIC SCALE

( IN FEET )

HORZ: 1 inch = ft.40

40 20 40 80

1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

2. ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.

3. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER

POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF

UNSUITABLE BEARING MATERIALS AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.

4. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.

5. LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW

FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE

LANDSCAPE PLANS FOR ADDITIONAL INFORMATION.

6. SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND

GUTTER OR STORM DRAIN INLETS.

7. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE

LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF

THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE

UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY

ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE

LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR

VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.

THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND

UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY

FIELD ADJUSTMENTS SHOULD BE MADE.

8. ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA

STANDARD PLANS AND SPECIFICATIONS.

9. ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S

RECOMMENDATIONS. NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.

10. ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF

DRAINS TO HAVE MINIMUM 1% SLOPE.

11. THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL

GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

12. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.

13. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND

SIGNS, ETC. UNLESS OTHERWISE NOTED ON THESE PLANS.

GENERAL NOTES

x x x x x x sd x x

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X x x x x xx

X X X X X X X X X

SD SD SD SD SD

SD SD

SD SD SD SD SD

38000 WEST STREET

37900 WEST STREET

E R

DAVID R

ALLRED

00-0003-0746

MARILYN

KAYE LEE

00-0003-0465

PHILLIP D

(JT) PRICE

00-0033-0736

TANNA LEE

GILES

00-0030-9512

CHARLES H

TRUSTEE STREBEL

00-0003-0753

DIAL TABIONA

PROPERTY LLC

00-0005-2302

RYAN RAY JONES

00-0027-5804

DEPARTMENT OF

TRANSPORTATION

00-0003-0738

LDS CHURCH

00-0003-0720

DENNIS W JONES

TRUSTEE

00-0003-07112

J PAUL HICKMAN

JR TRUSTEE

00-0003-0704

EXISTING SCHOOL

6525 65

6512 6511 6510

65156516

6514 65

CONTRACTOR IS TO CLEAN OUT AND REPAIR

EXISTING DITCH TO ENSURE POSITIVE DRAINAGE

INTO EXISTING STORM DRAIN SYSTEM

CONTRACTOR IS TO CLEAN OUT AND REPAIR

EXISTING DITCH TO ENSURE POSITIVE DRAINAGE

INTO EXISTING STORM DRAIN SYSTEM

EXIST STORM DRAIN SUMP

EXIST STORM DRAIN CATCH BASIN

SD BOX. CONTRACTOR TO CLEAN OUT AND

REMOVE VEGETATION AND SILT TO PROMOTE

POSITIVE DRAINAGE

SD BOX. CONTRACTOR TO CLEAN OUT AND

REMOVE VEGETATION AND SILT TO PROMOTE

POSITIVE DRAINAGE

INSTALL 12"X12" YD

PER DETAIL 11C/400 #206

TOG=6518.29

FL(IN-N)=6513.68

FL(OUT-W)=6513.68

INSTALL 2'X2' CB #202

TOG=6518.30

FL(IN-E)=6511.26

FL(OUT-S)=6511.26

FL(IN-W)=6511.26

INSTALL 12"X12" YD

PER DETAIL 11C/400 #209

TOG=6518.24

FL(IN-N)=6512.21

FL(OUT-S)=6512.21

INSTALL 12"X12" YD PER DETAIL 11C/400 #203

TOG=6518.24

FL(IN-N)=6512.11

FL(OUT-S)=6512.11

INSTALL 2'X2' CB #210

TOG=6518.24

FL(IN-W)=6513.60

FL(OUT-S)=6513.60

FL(IN-N)=6513.60

INSTALL 2'X2' CB #204

TOG=6518.24

FL(IN-E)=6513.50

FL(OUT-S)=6513.50

FL(IN-N)=6513.50

INSTALL 12"X12" YD

PER DETAIL 11C/400 #208

TOG=6518.21

FL(OUT-SE)=6514.25

INSTALL 12"X12" YD

PER DETAIL 11C/400 #212

TOG=6518.02

FL(IN-N)=6513.78

FL(OUT-E)=6513.78

INSTALL 12"X12" YD

PER DETAIL 11C/400 #213

TOG=6518.02

FL(OUT-S)=6514.32

INSTALL 12"X12" YD

PER DETAIL 11C/400 #207

TOG=6517.82

FL(IN-NW)=6513.91

FL(OUT-S)=6513.91

CONNECT SD PIPE TO TRENCH DRAIN #211

TOG=6515.06

FL(OUT-S)=6513.89

CONNECT SD PIPE TO TRENCH DRAIN #205

TOG=6514.96

FL(OUT-S)=6513.79

INSTALL FLARED END SECTION #201

TOG=6511.95

FL(IN-N)=6510.84

INSTALL 10" N12 HDPE-SD

67.72 L.F. @ 0.50% SLOPE

INSTALL 10" N12 HDPE-SD

47.19 L.F. @ 0.50% SLOPE

INSTALL 12" N12 HDPE-SD

35.84 L.F. @ 0.50% SLOPE