3-2026.03.03 Fitts Park - Final Bid Plans - Sealed.pdf

PDF 12 MB Posted Mar 4, 2026

Attached to: SSL Fitts Park Improvements
Solicitation number: PN 2026-09
Issued by: Salt Lake County, Salt Lake City, Utah

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Written by GovTribe AI · Mar 4, 2026

Summary of Fitts Park Improvements Bid Plans

This is a final bid plans document prepared by Kimley-Horn and Associates, Inc. for the City of South Salt Lake, Utah, detailing camera, lighting, and trail improvements at Fitts Park located at 3050 S 500 East, South Salt Lake, Utah 84115. The project scope includes the installation of 14 proposed park lights, 3 multi-180 degree cameras and 15 multi-360 degree cameras, 26 proposed communication pull boxes, 26 proposed power pull boxes, extensive electrical and communication conduit systems, a new 200-amp electrical meter and distribution panel, fiber optic cable installations (minimum 12 strands), CAT6 cable installations, concrete sidewalk construction, trail demolition and reconstruction, and site restoration work including landscaping and irrigation system restoration. The bid submission deadline is 3:00 PM on Thursday, March 26, 2026, to the City of South Salt Lake. A pre-bid conference is scheduled for 1:00 PM on Tuesday, March 24, 2026, at the east entrance of Fitts Park and is strongly advised though not mandatory. The project manager is Anthony Biamont, and plans and specifications are available through the Utah Public Procurement Place (U3P) portal as of March 4, 2026.

The project requires a bid bond in the amount of 5 percent of the bid price. All contractor work must comply with South Salt Lake standards, applicable state and federal regulations, and the National Electrical Code, with inspections performed by the engineer of record and city engineering inspector. The contractor bears responsibility for all utility location verification (requiring 48-hour advance notice to local utility centers), traffic control plans, temporary facilities, site safety including trench safety per OSHA standards, dust control, erosion control measures, and final site cleanup and restoration. No specific funding source or contract award date is identified in the plans document; this information would be contained in the related bidding notice and contract documents available through the U3P portal.

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Other files

File	Type	Posted
1-2026 Fitts Park Improvements Public Notice.pdf	PDF	Mar 4, 2026
2-2026.03.03 Fitts Park Improvements Bid Package - Sealed.pdf	PDF	Mar 4, 2026

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Th is d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

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CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

PREPARED UNDER THE DIRECTION

SUPERVISION OF JOSEPH BRADSHAW,

P.E. UTAH REGISTRATION NO.

14216959-2202 FOR AND ON BEHALF OF

KIMLEY-HORN AND ASSOCIATES, INC.

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CAMERA, LIGHTING AND TRAIL IMPROVEMENTS

CV COVER SHEET

E-00 ELECTRICAL GENERAL NOTES

E-01 LIGHTING PLAN

E-02 LIGHTING PLAN

E-03 CAMERA AND LIGHT DETAILS

E-04 ELECTRICAL DETAILS

E-05 ELECTRICAL DETAILS

C-01 TRAIL DEMOLITION PLAN

C-02 TRAIL PLANS

FOR

FITTS PARK

3050 S 500 E

SOUTH SALT LAKE, UT

SHEET INDEX

VICINITY MAP

NOT TO SCALE

NORTH

1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH BY SOUTH SALT LAKE AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS SHALL BE INSPECTED AND APPROVED BY THE SOUTH SALT LAKE ENGINEERING INSPECTOR AND WITH THE DEPARTMENT OF TRANSPORTATION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY ENGINEER OF RECORD. INSPECTIONS WILL BE REQUIRED FOR ALL UNDERGROUND WORK PERFORMED INCLUDING BURIED UTILITIES, CONDUITS, AND IRRIGATION EQUIPMENT BEFORE BACKFILL CAN TAKE PLACE.

2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE SOUTH SALT LAKE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY

AND ALL PUBLIC IMPROVEMENTS.

4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH SOUTH SALT LAKE AND ALL UTILITY COMPANIES INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.

5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON-SITE AT ALL TIMES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC

CONTROL, AND SECURITY.

7. IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER

IMMEDIATELY.

8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.

9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE M.U.T.C.D. TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY (CITY, COUNTY, OR STATE) FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES.

10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED AND RELOCATED UNLESS SPECIFICALLY NOTED

OTHERWISE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE SOUTH SALT LAKE ENGINEERING INSPECTOR AT ALL TIMES. AS-BUILT INFORMATION TO BE GIVEN TO ENGINEER UPON PROJECT

COMPLETION.

13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE CONSULTANT ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.

14. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY OTHER GROUND-DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED

AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.

15. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF WATER LINES AND DRY UTILITIES.

16. ALL WORK WITHIN FITTS PARK IS SUBJECT TO THE JURISDICTION OF THE SOUTH SALT LAKE.

17. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND

10:00 P.M. EVERYDAY UNLESS OTHERWISE APPROVED BY THE CITY.

18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS CONSISTENT WITH THE CONTRACTOR'S SCHEDULE FOR THIS PROJECT, WHETHER SHOWN OR NOT SHOWN AS IT RELATES TO THE CONSTRUCTION ACTIVITIES CONTEMPLATED IN THESE PLANS.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY POWER, TELEPHONE AND WATER TO THE SITE, PAYING ALL FEES EXCLUDING TAP FEES AND SYSTEM DEVELOPMENT FEES, REFERRING TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND DIMENSIONS OF BUILDING EXITS, RAMPS, TRUCK DOCKS, AND UTILITY ENTRANCE LOCATIONS.

20. IN GENERAL, LIMITS OF SITE WORK ARE UP TO THE FACE OF BUILDING.

21. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.

22. CONTRACTOR TO MAINTAIN ALL SHRUB AND GROUND COVER AREAS FREE FROM WEEDS AND UNDESIRABLE VEGETATION THROUGH MAINTENANCE PERIOD.

GENERAL NOTES

PROJECT

LOCATION

6 5 4 3 2 1

7 8 9 10 11 12

18 17 16 15 14 13

19 20 21 22 23 24

30 29 28 27 26 25

31 32 33 34 35 36

VICINITY MAP

NOT TO SCALE

T 01 N T 01 S

T 01 S T 02 S

ENGINEEROWNER

SOUTH SALT LAKE

ANTHONY BIAMONT

220 EAST MORRIS AVE SUITE 200

SOUTH SALT LAKE, UT 84115

PHONE: (801) 464-6782

ABIAMONT@SSLC.GOV

KIMLEY-HORN & ASSOCIATES, INC.

DAVID TUSLER, P.E.

111 E BROADWAY

SALT LAKE CITY, UT 84111

PHONE: 385-479-9632

DAVID.TUSLER@KIMLEY-HORN.COM

DAVID TUSLER, UTAH P.E. #13656699-2202 DATE

FOR AND ON BEHALF OF KIMLEY-HORN AND ASSOCIATES, INC.

THE CITY RECOGNIZES THE DESIGN ENGINEER AS HAVING RESPONSIBILITY FOR THE

DESIGN. THE CITY HAS LIMITED ITS SCOPE OF REVIEW ACCORDINGLY. RESUBMITTAL

REQUIRED IF CONSTRUCTION HAS NOT COMMENCED WITHIN 180 DAYS AFTER THE

REVIEW DATE.

DAVID

TUSLER

NO. 13656699-2202

ELECTRONIC

SEAL

03/31/2027

DAVID

TUSLER

NO. 13656699-2202

ELECTRONIC

SEAL

03/31/2027

PREPARED UNDER THE DIRECTION

SUPERVISION OF DAVID TUSLER, P.E.

UTAH REGISTRATION NO. 13656699-2202

FOR AND ON BEHALF OF KIMLEY-HORN

AND ASSOCIATES, INC.

E. WELBY AVE

E. FRONT AVE

UTILITY CONTACTS

COMCAST/TELECON DESIGN, USA:

LUMEN/CENTURYLINK:

FORGER FIBER 37 LLC:

GOOGLE FIBER:

MY OLYMPUS IMPROVEMENT DISTRICT

ENBRDIGE GAS UTAH

ROCKY MOUNTAIN POWER

SLAT LAKE CITY CORPORATION

SALT LAKE PUBLIC UTILITIES

SOUTH SALT LAKE CITY

03/03/2026

3/3/2026

E-00

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CAUTION: NOTICE TO CONTRACTOR

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

PREPARED UNDER THE DIRECTION

SUPERVISION OF JOSEPH BRADSHAW,

P.E. UTAH REGISTRATION NO.

14216959-2202 FOR AND ON BEHALF OF

KIMLEY-HORN AND ASSOCIATES, INC.

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1. THE SUBMISSION OF A BID BY THE CONTRACTOR IS NOTIFICATION THAT THE CONTRACTOR HAS TOTALLY FAMILIARIZED HIMSELF WITH THE CONTRACT DOCUMENTS AND EXISTING SITE CONDITIONS AND HAS AGREED TO PROVIDE THE NECESSARY LABOR AND MATERIAL FOR THE COMPLETE INSTALLATION OF EACH SYSTEM IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST PRACTICES OF THE INDUSTRY AND IN COMPLIANCE WITH ALL AUTHORITIES HAVING JURISDICTION.

2. THESE DRAWINGS ARE PRESENTED TO THE CONTRACTOR WITH THE UNDERSTANDING THAT THE CONTRACTOR IS AN EXPERT AND COMPETENT IN THE PREPARATION OF CONTRACT BID PRICES ON THE BASIS OF INFORMATION SUCH AS IS CONTAINED IN THESE DOCUMENTS. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION AND IN COMPLETE CONFORMANCE WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS. MINOR ITEMS NOT USUALLY SHOWN OR SPECIFIED, BUT MANIFESTLY NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE VARIOUS SYSTEMS, SHALL BE INCLUDED IN THE WORK AND IN THE PROPOSAL THE SAME AS IF SPECIFIED OR SHOWN ON THE DRAWINGS. IF ANY DEPARTURES FROM THE DRAWINGS ARE DEEMED NECESSARY, DETAILS OF SUCH DEPARTURES AND THE REASONS THEREFORE SHALL BE SUBMITTED TO THE

ENGINEER FOR APPROVAL. NO DEPARTURES SHALL BE MADE WITHOUT PRIOR APPROVAL.

3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS IN THE FIELD, AND SHALL ADVISE THE OWNER OF ANY DISCREPANCIES BEFORE PERFORMING THE WORK.

4. THE DRAWINGS INDICATE ARRANGEMENTS AND APPROXIMATE SIZES AND RELATIVE LOCATIONS OF PRINCIPAL APPARATUS, EQUIPMENT, DEVICES, AND SERVICES TO BE PROVIDED. DRAWINGS ARE DIAGRAMMATIC AND ARE A GRAPHIC REPRESENTATION OF CONTRACT REQUIREMENTS BASED ON THE INFORMATION PROVIDED BY THE MANUFACTURER IDENTIFIED IN THE EQUIPMENT

SCHEDULE AT THE SCALE INDICATED.

5. LAYOUT OF EQUIPMENT INDICATED ON THE DRAWINGS SHALL BE CHECKED AND COMPARED AGAINST ALL DRAWINGS AND SPECIFICATIONS OF ALL TRADES AND EXACT LOCATIONS DETERMINED USING APPROVED SHOP DRAWINGS OF SUCH EQUIPMENT. WHERE PHYSICAL INTERFERENCES OCCUR, CONSULT WITH THE OWNER AND PREPARE DATED, DIMENSIONED DRAWINGS COORDINATED WITH ALL OTHER TRADES WORKING IN THIS AREA AND CORRECTING SUCH INTERFERENCE.

6. THE CONTRACTOR SHALL SCHEDULE THEIR WORK IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULE SO THAT ALL OF THEIR WORK CAN BE INSTALLED WITHOUT DELAYING THE PROJECT.

ALL WORK RELATED TO SHUTDOWN OF EXISTING SERVICES SHALL BE PERFORMED AT THE HOURS DESIGNATED BY THE OWNER WITH ALL ASSOCIATED COSTS BORNE BY THE CONTRACTOR AT NO COST TO THE OWNER. PROVIDE ANY TEMPORARY FACILITIES REQUIRED TO PERMIT OWNER'S USE OF EXISTING FACILITIES AND SYSTEMS TO REMAIN UNDISTURBED. COORDINATE ALL WORK, INCLUDING ALL SHUTDOWNS THAT AFFECT SYSTEMS AND/OR PORTIONS OF THE BUILDING THAT MUST REMAIN IN OPERATION, WITH OWNER.

7. THE CONTRACTOR SHALL SECURE AND PAY ALL FEES, LICENSES, INSPECTIONS, AND PERMITS PERTAINING TO THE CONTRACT. SUBMIT TO OWNER DUPLICATE CERTIFICATES OF INSPECTION

FROM APPROVED INSPECTION AGENCY.

8. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORKMEN'S IDENTIFICATION AND BADGING, SAFETY AND FIRE PROTECTION, BARRICADES, WARNING SIGNS, TRASH REMOVAL, CUTTING AND

PATCHING.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RIGGING, HANDLING, AND PROTECTION OF MATERIALS. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND WITHOUT BLEMISH OR

DEFECT. ALL EQUIPMENT INSTALLED SHALL BEAR THE LABEL OF AN APPROVED AGENCY.

11. THE CONTRACTOR SHALL PROVIDE LABOR TO RECEIVE, UNLOAD, STORE, PROTECT, AND TRANSFER TO POINT OF INSTALLATION FOR ALL FURNISHED ITEMS.

12. WHERE CONDUIT, CABLES, DUCTWORK, OR PIPING PASSES THROUGH FIRE RATED FLOORS OR WALLS, THE PENETRATION SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS UL LISTED AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE DEPARTMENT AS BEING SUITABLE FOR THIS SERVICE. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURER TO MAINTAIN THE UL LISTED FIRE RATING OF THE PENETRATED WALL OR FLOOR.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SLAB OPENINGS, WALL OPENINGS, BEAM PENETRATIONS, AND CORING AS IT RELATES TO THEIR WORK. THE CONTRACTOR SHALL SUBMIT

SIZE AND LOCATION FOR REVIEW AND APPROVAL.

14. ALL EXTERIOR WALL OPENINGS SHALL BE SLEEVED, PROPERLY CAULKED, AND SEALED WITH A HIGH QUALITY SEALANT TO PREVENT INFILTRATION OF MOISTURE AND OUTSIDE AIR.

15. THE CONTRACTOR SHALL SUBMIT SCHEDULE OF SUBMITTALS PRIOR TO SUBMITTING ANY SHOP DRAWINGS, ETC. TO BE SUBMITTED FOR THIS PROJECT, INCLUDING THE ANTICIPATED DATE OF EACH SUBMISSION. CONTRACTORS SHALL SUBMIT AN ELECTRONIC COPY OF THE COMPLETE SHOP DRAWINGS AND CATALOG CUTS, WIRING DIAGRAMS AND ASSOCIATED DATA TO THE OWNER FOR APPROVAL PRIOR TO PURCHASING EQUIPMENT OR STARTING ANY WORK. ANY WORK INSTALLED OR EQUIPMENT PURCHASED PRIOR TO RECEIPT OF OWNER APPROVED SUBMITTALS SHOP

DRAWINGS THAT REQUIRES CHANGES SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

16. SUBMIT CATALOG INFORMATION, FACTORY ASSEMBLY DRAWINGS AND FIELD INSTALLATION DRAWINGS AS REQUIRED FOR A COMPLETE EXPLANATION AND DESCRIPTION OF ALL ITEMS TO BE PROVIDED. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS. NO SUBMISSION WILL BE ACCEPTED WITHOUT THE SIGNED APPROVAL OF THE CONTRACTOR. THE

CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD MEASUREMENTS.

17. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL SUPPLY THE OWNER WITH (3) COMPLETE BOUND COPIES OF ALL OWNER APPROVED SUBMITTALS AND ALL OPERATION AND

MAINTENANCE MANUALS

18. ALL WORK FURNISHED UNDER THE CONTRACT SHALL BE GUARANTEED AGAINST ANY AND ALL DEFECTS IN WORKMANSHIP AND/OR MATERIALS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE INSTALLATION, UNLESS NOTED OTHERWISE IN THE PROJECT SPECIFICATIONS, AND ANY DEFECTS OF WORKMANSHIP DEVELOPING DURING THIS PERIOD SHALL BE REMEDIED AND ANY DEFECTIVE MATERIAL REPLACED WITHOUT ADDITIONAL COST TO THE OWNER.

19. INSTALLED SYSTEMS SHALL OPERATE UNDER ALL CONDITIONS OF LOAD WITHOUT SOUND OR VIBRATION THAT IS OBJECTABLE TO THE OWNER, OBJECTABLE SOUND OR VIBRATION CONDITIONS DUE TO WORKMANSHIP SHALL BE CORRECTED IN APPROVED MANNER BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

20. THE CONTRACTOR SHALL SIMILARLY NOTIFY OWNER OF COMPLETION OF ALL WORK, INDICATING THE CONTRACTOR IS READY FOR THE OWNER TO PERFORM THE FINAL PUNCHLIST

INSPECTION.

21. UPON COMPLETION OF ALL UNFINISHED OR FAULTY WORK NOTED IN THE OWNER'S FINAL PUNCH LIST, THE CONTRACTOR SHALL SUBMIT TO THE OWNER IN WRITING A LETTER OF COMPLETION CERTIFYING THAT ALL PUNCH LIST ITEMS HAVE BEEN COMPLETED AND ALL AS-BUILTS, MANUALS, ETC. HAVE BEEN SUBMITTED.

22. SHOULD A CONTRACTOR REQUIRE REMOVAL, RELOCATION, OR REROUTING OF ANOTHER TRADE'S WORK THAT IS NOT INDICATED ON DRAWINGS, THE CONTRACTOR REQUIRING SUCH WORK

SHALL BE RESPONSIBLE FOR THAT WORK, AND PAY ALL REQUIRED COSTS.

23. ALL WORK INVOLVING ALTERATIONS TO EXISTING SYSTEMS, EQUIPMENT, AND MATERIALS SHALL BE REVIEWED WITH THE OWNER BEFORE BEGINNING WORK.

24. DEFINITION: UNLESS OTHERWISE NOTED, ALL WORK SPECIFIED HEREIN OR NOTED ON DRAWINGS, SHALL BE BY THE CONTRACTOR. THE TERM "PROVIDE" WHENEVER ENCOUNTERED ON

DRAWINGS OR IN THESE SPECIFICATIONS, SHALL MEAN "FURNISH AND INSTALL."

25. CODES AND STANDARDS: ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS, UTILITY COMPANY REGULATIONS AND FIRE INSURANCE CARRIER'S REQUIREMENTS.

26. MATERIALS: ALL MATERIALS FURNISHED BY THIS CONTRACTOR, SHALL BE NEW AND BEAR THE LABEL OR LISTING OF A NATIONALLY RECOGNIZED INDEPENDENT TESTING LABORATORY.

27. OUTLET AND SWITCH BOXES: PROVIDE AND INSTALL OUTLET BOXES OF PROPER TYPE AND SIZE AS REQUIRED AT ALL OUTLETS WHERE SHOWN. SECURED FIRMLY IN PLACE AND SET TRUE AND

SQUARE AND FLUSH WITH THE FINISHED SURFACE.

28. CONDUIT: ALL RACEWAYS ARE SHOWN DIAGRAMMATICALLY, EXACT LOCATION TO BE DETERMINED ON THE JOB.

29. A TYPED DIRECTORY CARD SHALL BE PROVIDED IN EACH PANEL WITH ADDED CIRCUITS TO INDICATE THE LOADS ACTUALLY SERVED.

30. GROUNDING: SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 250. PROVIDE GROUND WIRES AS REQUIRED AND RESIZE CONDUIT IF NECESSARY.

31. DEMONSTRATION OF COMPLETE ELECTRICAL SYSTEMS: UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF APPROVAL FROM THE RESPECTIVE INSPECTION AGENCIES. CONTRACTOR SHALL NOTIFY AND MAKE ALL THE NECESSARY ARRANGEMENTS WITH THE INSPECTING AGENCY AND LOCAL AUTHORITIES SO THAT INSPECTION MAY BE CARRIED

OUT AT THE PROPER TIME.

32. ENCLOSURES: INSTALL ENCLOSURES AND BOXES PLUMB. ANCHOR SECURELY TO WALL OR STRUCTURAL SUPPORTS AT EACH CORNER. USE MANUFACTURER RECOMMENDED ANCHOR BOLTS

FOR VARIOUS STRUCTURES.

33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO

EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA, AND THE CONTRACTOR SHALL HAVE THE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND FOR REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION SO THAT THE LOCATION OF UNDERGROUND UTILITIES CAN BE

MARKED.

34. EXISTING GAS LINES ARE LOCATED IN THE RIGHT-OF-WAY. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID THE POTENTIALLY SHALLOW LINES. CONTACT ATMOS PRIOR

TO CONSTRUCTION IN VICINITY OF EXISTING GAS LINE.

35. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT DETAILS AND TECHNICAL SPECIFICATIONS UNLESS NOTED OTHERWISE.

36. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND DRIVEWAYS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION AT ALL TIMES. NO SEPARATE

PAY.

37. ALL DISTURBED AREAS SHALL BE SOLID SODDED UNLESS OTHERWISE NOTED. AREAS THAT ARE HYDROMULCHED AND/OR SODDED SHALL BE CHECKED PERIODICALLY TO SEE THAT GRASS COVERAGE IS PROPERLY MAINTAINED. RESTORED AREAS SHALL BE WATERED, FERTILIZED, AND HYDROMULCHED AND/OR RESODDED, IF NECESSARY.

38. ALL IRRIGATION SYSTEMS SHALL BE RESTORED TO EQUAL OR BETTER CONDITION THAN WHICH IT WAS FOUND BEFORE SUCH WORK WAS UNDERTAKEN. ALL MODIFICATIONS SHALL BE

COMPLETED BY LICENSED IRRIGATOR. NO SEPARATE PAY.

39. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGES TO EXISTING IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO, FENCES, WALLS, PAVEMENT, IRRIGATION, LANDSCAPE, GRASS, AND TREES, AT NO ADDITIONAL COST TO THE OWNER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AMOUNT. ALL ADJACENT PROPERTY DAMAGED BY THE PROPOSED CONSTRUCTION SHALL BE RESTORED TO EQUAL OR BETTER CONDITION THAN WHICH IT WAS FOUND BEFORE SUCH WORK WAS UNDERTAKEN, NO SEPARATE PAY.

40. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A NEAT AND ACCURATE RECORD OF CONSTRUCTION FOR THE OWNER'S RECORDS. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE OWNER FULL SIZE MARKUPS THAT RECORD ALL CONSTRUCTION DEVIATING FROM THE PLANS AND ALL EXISTING PRIVATE UTILITIES ENCOUNTERED, BOTH

HORIZONTALLY AND VERTICALLY.

41. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR AS APPROVED BY THE OWNER. NO

SEPARATE PAY.

42. WHERE APPLICABLE, THE CONTRACTOR SHALL PROTECT EXISTING PAVEMENT BY PLACING RUBBER MATS OR EARTH ON THE PAVEMENT TO PROTECT IT FROM TRACK MARKS AND/OR

CRACKING DURING CONSTRUCTION (NON-PAY ITEM).

43. THE CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS IN ADVANCE OF THE INSTALLATION OF ANY CONDUIT IN ORDER TO ALLOW FOR ADEQUATE TIME FOR REQUIRED RELOCATIONS FOR ADJUSTMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DELAYS RESULTING FROM HIS FAILURE TO IDENTIFY CONFLICTS.

44. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH OWNER'S STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS

FOR ALL EXCAVATION.

45. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES, PAVEMENT TO REMAIN, CURBS, SIDEWALKS, SIGNS, TREES, ETC., IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. ALL APPURTENANCES WILL BE ASSUMED TO BE IN GOOD CONDITION UNLESS OTHERWISE CONFIRMED IN

WRITING PRIOR TO COMMENCEMENT OF WORK.

46. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE AND POSITIVE DRAINAGE AT ALL TIMES DURING CONSTRUCTION OF PROPOSED FACILITIES AS APPLICABLE.

47. CONTRACTOR IS TO MAINTAIN A CLEAN PROJECT AREA, FREE FROM WORKMAN TRASH AND REFUSE, AT ALL TIMES.

48. EXCAVATION / TRENCHING AND BACKFILLING OPERATIONS SHALL BE COORDINATED SUCH THAT NO MORE THAN 200 LINEAR FEET OF TRENCH IS OPEN AT ANY ONE TIME. ALL OPEN EXCAVATIONS SHALL BE PROPERLY LIGHTED AND BARRICADED DURING HOURS CONTRACTOR IS NOT ON SITE.

49. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL MANHOLES AT ALL TIMES DURING CONSTRUCTION. NO STORAGE LOCATIONS SHALL OBSTRUCT ACCESS.

50. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS, WITHOUT WRITTEN PERMISSION FROM THE LOCAL JURISDICTION. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN AREAS WITHOUT WRITTEN PERMISSION, HE SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE

MATERIAL AT HIS OWN COST IF THE OWNER SO DIRECTS.

51. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL EXCESS EXCAVATION. THE CONTRACTOR SHALL SUBMIT A "STOCKPILE PLAN" THAT SHOULD DESIGNATE LOCATIONS FOR TEMPORARY STORAGE OF THE EXCAVATED SOIL. THIS STOCKPILE PLAN SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO THE START OF WORK.

THE CONTRACTOR SHALL NOT BE ALLOWED TO STRING PIPE, FITTINGS, OR APPURTENANCES ALONG THE PROJECT.

52. THE CONTRACTOR SHALL NOT BE ALLOWED TO STAGE OR STOCKPILE ANY SPOILS, EXCAVATED MATERIAL, OR FILL MATERIAL WITHIN PROJECT LIMITS WITHOUT PRIOR APPROVAL OF THE OWNER. CONTRACTOR SHALL BE REQUIRED TO TRANSPORT (IN/OUT) SPOILS AND FILL MATERIAL AS NECESSARY. CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE OWNER IF HE INTENDS TO STOCKPILE OR DELIVER SPOILS AT OR TO ANY LOCATION WITHIN THE PROPERTY.

53. THE CONTRACTOR SHALL REVEGETATE ALL DISTURBED AREAS. REVEGETATION SHALL BE PERFORMED IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS UNLESS OTHERWISE DIRECTED.

REVEGETATION SHALL BE ACCEPTABLE WHEN VEGETATION GROWTH ACHIEVES ONE INCH IN HEIGHT, WITH 85% COVERAGE, AND LESS THAN 10 SQUARE FEET BARE. LANDSCAPING SHALL BE REPLACED EQUAL OR BETTER THAN EXISTING CONDITIONS. REVEGETATION SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT BID PRICES FOR THE

VARIOUS ITEMS LISTED IN THE PROPOSAL.

54. AT PROJECT COMPLETION, THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF OPERATIONS TO A CONDITION AS GOOD OR BETTER THAN THAT WHICH EXISTED PRIOR TO INSTALLATION OF THE UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING THE FINISHED GRADE ELEVATIONS TO THE SAME ELEVATIONS THAT EXISTED PRIOR TO INSTALLATION OR TO THOSE SHOWN ON THE PLANS. A FINAL INSPECTION AND APPROVAL BY THE OWNER'S ON-SITE REPRESENTATIVE SHALL BE SECURED BEFORE THE CONTRACTOR MAY DEMOBILIZE THE JOB SITE. FOR CONCRETE PAVEMENT REPAIR, THE CONTRACTOR SHALL NEATLY SAWCUT SURFACES AT THE NEAREST JOINT PRIOR TO EXCAVATION. CONTRACTOR SHALL REMOVE AND REPAIR FULL PANELS. ANY ADDITIONAL DAMAGE TO PAVEMENT AND/OR CURB AND GUTTER SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

GENERAL NOTES:

H Y D

S sd sd sd sd sd sd r/w r/ r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/w r/wr/wr/wr/wr/wr/wr/wr/wr/wr/w r/wr/wr/wr/wr/wr/wr/wr/wr/wr/w r/w r/w r/wr/w r/wr/w r/wr/w

COM

COMCOM

E E

EEEEE

E E

COM

E E

C C

COM

0.7 0.8

0.9 1.1

1.1

0.9

1.0

1.1

1.2

1.3

1.1

1.0

1.1

1.0

1.1

0.9

0.7 0.6

0.5 0.4

0.3 0.2

0.3 0.4

EXISTING PUMP

HOUSE BUILDING

LIMIT OF WORK

INSTALL CAMERA ON EXISTING POLE.

INSTALL CONDUIT INTO EXISTING POLE.

(TYP.)

INSTALL COMMUNICATION HUB IN

EXISTING PUMP HOUSE BUILDING

#C302 #C301

#C300

#C156

#C150

#PB214

#PB216

#PB218

#PB219#PB220

#PB221

#PB222

#PB223

#PB224#PB225

#PB215

INSTALL CAT6 CABLE IN 1"

SURFACE MOUNTED EMT TO HUB

FOR BUILDING MOUNTED CAMERA

4 4

5 6

PROTECT IN PLACE EXISTING DRIP IRRIGATION

NORTH OF EXISTING PATH. TRENCH ALONG

EDGE OF EXISTING ASPHALT. COORDINATE

EXACT ROUTE OR TRENCH WITH CITY.

EXISTING RMP OVERHEAD ELECTRICAL LINE. MAINTAIN

MINIMUM 10' SEPARATION FROM PROPOSED CAT6 CABLE TO

EXISTING OVERHEAD ELECTRICAL LINE.

#PB226

106INSTALL NEW LUMINAIRE HEAD

ON BACK OF EXISTING LUMINAIRE

#C157

SEE DETAIL 1 SHEET E-05

SEE ENLARGED VIEW, THIS SHEET

ADD ALTERNATE 1

C O

M C

O M

E E

C O

E E

R eu se o f a nd im pr op er re lia nc e of th is d oc um en t w ith ou t w rit te n au th or iz at io n by

K im le y-

H or n an d As so ci at es

, I nc

. s ha ll be w ith ou t l ia bi lit y to K im le y- H or n an d

As so ci at es , I nc

Pa th

D at e:

U se r:

-T

C _F

K\ C

\L T.

D W

G 3/

, M O

R G

R K

, U T

3/ 3/

SHEET

D R

B Y:

C H

D B

W R

T N o.

H O

W N

CAUTION: NOTICE TO CONTRACTOR

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

PREPARED UNDER THE DIRECTION

SUPERVISION OF JOSEPH BRADSHAW,

P.E. UTAH REGISTRATION NO.

14216959-2202 FOR AND ON BEHALF OF

KIMLEY-HORN AND ASSOCIATES, INC.

E D

SEAL

Ea st

B ro ad w ay , S ui te

Sa lt La ke C ity , U

| T el

. N o.

) 2

-3

W R

3/ 3/

GRAPHIC SCALE IN FEET

4020 40 80

NORTH

E-01

N G

QTY

PROPOSED PARK LIGHT14

EXISTING PARK LIGHT

PROPOSED COMMUNICATION PULL BOX

PROPOSED COMMUNICATION CONDUIT

9 PROPOSED POWER PULL BOXJ

COM

PROPOSED POWER CONDUITE E E

PROPOSED MULTI 180 CAMERA

PROPOSED MULTI 360 CAMERA

T E-

O R

C O

N U

16 EXISTING RMP LIGHT TO BE REMOVED

BY OTHERS

SEE DETAIL 2 SHEET E-07

1 ENLARGED VIEW

NOTES:

1. CAMERAS WILL BE PROVIDED AND INSTALLED BY OWNER.

CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND TERMINATING

WIRING.

2. CORNING IS PREFERRED FIBER OPTIC BRAND. SUBSTITUTION MUST

BE APPROVED BY OWNER.

3. FIBER OPTIC CABLE MUST BE SIX STRANDS MINIMUM.

4. LIGHT LOCATIONS WITHOUT A CAMERA SHALL HAVE

COMMUNICATION CONDUIT RUN ALONGSIDE ELECTRICAL CONDUIT

AND STUBBED UP INSIDE POLE BASE FOR FUTURE USE.

5. ALL CONDUIT AND WIRE ENDS SHALL BE CLEARLY LABELED FOR

EASE OF IDENTIFICATION.

6. SYSTEMAX IS BASIS OF DESIGN FOR WIRING COMPONENTS.

7. RJ45 TERMINATIONS SHALL BE USED AT CAMERA POLES.

8. EVERY CONDUIT SHALL BE INSTALLED WITH A PULLSTRING.

9. ALL COMMUNICATION CONDUIT SHALL BE SCH 40 PVC AND SHALL BE

INSTALLED WITH LONG SWEEP ELBOWS.

10. ALL HANDHOLES MUST BE PROVIDED WITH METAL COVERS WITH

SECURITY SCREWS.

11. CONDUIT ROUTING AS SHOWN IS DIAGRAMMATIC IN NATURE.

CONTRACTOR SHALL ADJUST CONDUIT ROUTING AS NEEDED DURING

INSTALLATION TO AVOID IMPACTING EXISTING SITE CONDITIONS.

12. CONTRACTOR SHALL MAKE ALL ATTEMPTS POSSIBLE TO AVOID

IMPACTING EXISTING TREES OR ROOT SYSTEMS. SEE TREE

PROTECTION DETAIL, DETAIL 1 SHEET E-06.

13. THE CITY OF SOUTH SALT LAKE SHALL BE RESPONSIBLE FOR

RESETTING AND RESTORING THE IRRIGATION SYSTEM FOLLOWING

COMPLETION OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR

SHALL MARK ALL DAMAGES TO THE IRRIGATION SYSTEM AND

COORDINATE WITH THE CITY AS NEEDED TO ENSURE PROPER

DOCUMENTATION AND FACILITATE EFFICIENT SYSTEM

REINSTALLATION.

KEYED NOTES:

1. INSTALL (1) 1" PVC CONDUIT WITH (2) #6 AWG AL + (1) #6 AL GND

2. INSTALL (2) 1" PVC CONDUIT EACH WITH (2) #6 AWG AL + (1) #6 AL GND

3. INSTALL (1) 1" EMPTY PVC CONDUIT WITH PULL STRING

4. INSTALL (1) 1" PVC CONDUIT WITH (1) GIGAREACH CABLE

5. INSTALL (1) 2" PVC CONDUIT WITH (1) GIGAREACH CABLE

6. INSTALL (1) 2" PVC CONDUIT WITH (2) GIGAREACH CABLE

7. INSTALL (1) 1" PVC CONDUIT WITH (1) CAT6 CABLE

8. INSTALL (1) 1" PVC CONDUIT WITH (2) CAT6 CABLE

9. INSTALL (2) 2" PVC CONDUIT WITH (1) FIBER OPTIC CABLE, (1) EMPTY

WITH PULL STRING

10. INSTALL (1) 2" PVC CONDUIT WITH (1) FIBER OPTIC CABLE

11. INSTALL (3) 2" PVC CONDUIT WITH (2) FIBER OPTIC CABLE, (1) CAT6

CABLE, AND (5) GIGAREACH CABLE

12. EXITING RMP LIGHT POLE TO BE REMOVED (BY OTHERS)

13. INSTALL NEW BOOSTER HUB IN COMMUNICATION CABINET ON PAD

PER MANUFACTURER RECOMMENDATION.

14. INSTALL NEW 200A 120/240V METER, 200A, 120/240V 30 CIRCUIT

DISTRIBUTION PANEL AND NEMA 3R LIGHTING CONTRACTOR ON NEW

UNISTRUT RACK. ALL CIRCUIT SPACES SHALL INCLUDE A 20A CIRCUIT

BREAKER EXCEPT THE 60A 240V RECEPTACLE. PROVIDE NEMA 3R

ENCLOSURE FOR PANEL, (3) GFCI QUAD RECEPTACLES AND (1) 60A

240V RECEPTACLE. RECONNECT EXISTING LIGHTING LOADS AND

RECEPTACLE LOADS. FIELD VERIFY AND MATCH EXISTING CONDUITS

AND CONDUCTOR SIZES.

X X

FITTS PARK

T AVE

S C

COM

E E

COM

C O

E E

C O

E E

COM

0.9

1.1

1.2

1.3

1.4

1.3

1.2

1.1

1.0

0.9

0.7

0.6

0.5

0.4

0.5

0.6 0.7

0.5 0.6 0.6

0.8

1.0

1.3

1.2

1.3

1.4

1.3

1.2

1.3

1.1

1.0

0.9

0.8

1.0

1.2

1.3

1.4

1.2

1.0

1.1

1.0

1.1

1.2

1.3

1.3 1.2

1.0

1.1

0.3

0.8 1.0

1.2

1.3

1.4

1.0

1.1

1.2

1.3

1.1

0.9

(5) - 2" PVC CONDUIT:

(1) - (1) FIBER OPTIC CABLE

(1) - (3) CAT6 CABLE

(1) - (2) GIGAREACH CABLE

(2) - EMPTY WITH PULLSTRING

POWER VAULT AND RESTROOM

CONNECTION HEAD

EXISTING 120/240V, 1ɸ, 3W, PANEL MDP. INSTALL (1)

NEW 20A/2P CIRCUIT BREAKERS FOR LIGHT POWER

IN EXISTING PANEL

LIMIT

WORK

#C151

#C105

#C104

#C102

#C103

#C101

#C155

#C154

#C152

#C153

#PB200

#PB201

#PB202

#PB203

#PB204

#PB205

#PB206

#PB207

#PB208

#PB211

#PB213

#PB217

PROPOSED OVERHEAD CONNECTION TO

EXISTING RMP STREET LIGHT (BY OTHERS)

EXISTING RMP POLE

#PB209

#PB210

#PB212

6 6

9 6

PROPOSED OVERHEAD CAT6 WITH

INTEGRATED MESSENGER CABLE.

MAINTAIN PROPER 10' NESC CLEARANCES

AND SEPARATIONS.

TRIM EXISTING TREE AS NECESSARY TO

MAINTAIN REQUIRED SIGHT LINES. (BY CITY)

SEE DETAIL 1 SHEET E-05

SEE DETAIL 1 SHEET E-07

6 5

ADD ALTERNATE 2

R eu se o f a nd im pr op er re lia nc e of th is d oc um en t w ith ou t w rit te n au th or iz at io n by

K im le y-

H or n an d As so ci at es

, I nc

. s ha ll be w ith ou t l ia bi lit y to K im le y- H or n an d

As so ci at es , I nc

Pa th

D at e:

U se r:

-T

C _F

K\ C

\L T.

D W

G 3/

, M O

R G

R K

, U T

3/ 3/

SHEET

D R

B Y:

C H

D B

W R

T N o.

H O

W N

CAUTION: NOTICE TO CONTRACTOR

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

PREPARED UNDER THE DIRECTION

SUPERVISION OF JOSEPH BRADSHAW,

P.E. UTAH REGISTRATION NO.

14216959-2202 FOR AND ON BEHALF OF

KIMLEY-HORN AND ASSOCIATES, INC.

E D

SEAL

Ea st

B ro ad w ay , S ui te

Sa lt La ke C ity , U

| T el

. N o.

) 2

-3

W R

3/ 3/

GRAPHIC SCALE IN FEET

4020 40 80

NORTH

E-02

N G

T E-

O R

C O

N U

LIGHTING SUMMARY TABLE

AREA

WALKING PATH

*DESIGN CRITERIA

UNIFORMITY

(AVG/MIN)

AVERAGE

(FC)

1.50 0.30 1.03 0.60

MINIMUM

(FC)

MAXIMUM

(FC)

UNIFORMITY

(MAX/MIN)

3.43 5.00 4.00

*CRITERIA PER IESNA G-1 FOR SAFETY LIGHTING

QTY

PROPOSED PARK LIGHT14

EXISTING PARK LIGHT

PROPOSED COMMUNICATION PULL BOX

PROPOSED COMMUNICATION CONDUIT

9 PROPOSED POWER PULL BOXJ

COM

PROPOSED POWER CONDUITE E E

PROPOSED MULTI 180 CAMERA

PROPOSED MULTI 360 CAMERA

16 EXISTING RMP LIGHT TO BE REMOVED

BY OTHERS

NOTES:

1. CAMERAS WILL BE PROVIDED AND INSTALLED BY OWNER.

CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND TERMINATING

WIRING.

2. CORNING IS PREFERRED FIBER OPTIC BRAND. SUBSTITUTION MUST

BE APPROVED BY OWNER.

3. FIBER OPTIC CABLE MUST BE SIX STRANDS MINIMUM.

4. LIGHT LOCATIONS WITHOUT A CAMERA SHALL HAVE

COMMUNICATION CONDUIT RUN ALONGSIDE ELECTRICAL CONDUIT

AND STUBBED UP INSIDE POLE BASE FOR FUTURE USE.

5. ALL CONDUIT AND WIRE ENDS SHALL BE CLEARLY LABELED FOR

EASE OF IDENTIFICATION.

6. SYSTEMAX IS BASIS OF DESIGN FOR WIRING COMPONENTS.

7. RJ45 TERMINATIONS SHALL BE USED AT CAMERA POLES.

8. EVERY CONDUIT SHALL BE INSTALLED WITH A PULLSTRING.

9. ALL COMMUNICATION CONDUIT SHALL BE SCH 40 PVC AND SHALL BE

INSTALLED WITH LONG SWEEP ELBOWS.

10. ALL HANDHOLES MUST BE PROVIDED WITH METAL COVERS WITH

SECURITY SCREWS.

11. CONDUIT ROUTING AS SHOWN IS DIAGRAMMATIC IN NATURE.

CONTRACTOR SHALL ADJUST CONDUIT ROUTING AS NEEDED DURING

INSTALLATION TO AVOID IMPACTING EXISTING SITE CONDITIONS.

12. CONTRACTOR SHALL MAKE ALL ATTEMPTS POSSIBLE TO AVOID

IMPACTING EXISTING TREES OR ROOT SYSTEMS. SEE TREE

PROTECTION DETAIL, DETAIL 1 SHEET E-06.

13. THE CITY OF SOUTH SALT LAKE SHALL BE RESPONSIBLE FOR

RESETTING AND RESTORING THE IRRIGATION SYSTEM FOLLOWING

COMPLETION OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR

SHALL MARK ALL DAMAGES TO THE IRRIGATION SYSTEM AND

COORDINATE WITH THE CITY AS NEEDED TO ENSURE PROPER

DOCUMENTATION AND FACILITATE EFFICIENT SYSTEM

REINSTALLATION.

KEYED NOTES:

1. INSTALL (1) 1" PVC CONDUIT WITH (2) #6 AWG AL + (1) #6 AL GND

2. INSTALL (2) 1" PVC CONDUIT EACH WITH (2) #6 AWG AL + (1) #6 AL GND

3. INSTALL (1) 1" EMPTY PVC CONDUIT WITH PULL STRING

4. INSTALL (1) 1" PVC CONDUIT WITH (1) GIGAREACH CABLE

5. INSTALL (1) 2" PVC CONDUIT WITH (1) GIGAREACH CABLE

6. INSTALL (1) 2" PVC CONDUIT WITH (2) GIGAREACH CABLE

7. INSTALL (1) 1" PVC CONDUIT WITH (1) CAT6 CABLE

8. INSTALL (1) 1" PVC CONDUIT WITH (2) CAT6 CABLE

9. INSTALL (2) 2" PVC CONDUIT WITH (1) FIBER OPTIC CABLE, (1) EMPTY

WITH PULL STRING

10. INSTALL (1) 2" PVC CONDUIT WITH (1) FIBER OPTIC CABLE

11. INSTALL (3) 2" PVC CONDUIT WITH (2) FIBER OPTIC CABLE, (1) CAT6

CABLE, AND (5) GIGAREACH CABLE

12. EXITING RMP LIGHT POLE TO BE REMOVED (BY OTHERS)

13. INSTALL NEW BOOSTER HUB IN COMMUNICATION CABINET ON PAD

PER MANUFACTURER RECOMMENDATION.

14. INSTALL NEW 200A 120/240V METER, 200A, 120/240V 30 CIRCUIT

DISTRIBUTION PANEL AND NEMA 3R LIGHTING CONTRACTOR ON NEW

UNISTRUT RACK. ALL CIRCUIT SPACES SHALL INCLUDE A 20A CIRCUIT

BREAKER EXCEPT THE 60A 240V RECEPTACLE. PROVIDE NEMA 3R

ENCLOSURE FOR PANEL, (3) GFCI QUAD RECEPTACLES AND (1) 60A

240V RECEPTACLE. RECONNECT EXISTING LIGHTING LOADS AND

RECEPTACLE LOADS. FIELD VERIFY AND MATCH EXISTING CONDUITS

AND CONDUCTOR SIZES.

d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e of th is d oc um en t w ith ou t w rit te n au th or iz at io n by

K im le y-

H or n an d As so ci at es

, I nc

. s ha ll be w ith ou t l ia bi lit y to K im le y- H or n an d

As so ci at es , I nc

Pa th

D at e:

U se r:

-T

C _F

K\ C

\L T.

D W

G 3/

, M O

R G

R K

, U T

3/ 3/

SHEET

D R

B Y:

C H

D B

W R

T N o.

H O

W N

CAUTION: NOTICE TO CONTRACTOR

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

PREPARED UNDER THE DIRECTION

SUPERVISION OF JOSEPH BRADSHAW,

P.E. UTAH REGISTRATION NO.

14216959-2202 FOR AND ON BEHALF OF

KIMLEY-HORN AND ASSOCIATES, INC.

E D

SEAL

Ea st

B ro ad w ay , S ui te

Sa lt La ke C ity , U

| T el

. N o.

) 2

-3

W R

3/ 3/

E-03

H T

1 POLE MOUNTED PTZ AND FIXED CAMERAS

KEYED NOTES:

1. LITHONIA LIGHTING SQUARE STRAIGHT STEEL POLE MODE:SSS-20-4G-PT-BAA. 20' TALL POLE

WITH CAMERA MOUNTED AT 15'.

2. #6 BARE COPPER TO GROUND LUG IN POLE HANDHOLE.

3. 10' X 3/4" COPPER CLAD GROUND ROD IN ELECTRICAL PULLBOX

4. 1" PVC CONDUIT (ELECTRICAL) ELBOW.

5. (2) ADDITIONAL #4 HOOPS @4" O.C.

6. ANCHOR BOLTS AND BOLT PATTERN PER POLE MANUFACTURER.

7. 3000 PSI. CONCRETE

8. #4 HOOPS @ 12" O.C.

9. (8) #6 VERTICAL BARS.

10. BASE PLATE CAP. GROUT ANY GAPS AFTER INSTALLATION OF THE POLE.

2'-0"

7' -0

CLR

MOUNTING BRACKET

PER MANUFACTURERS

RECOMMENDATION TO

BE INSTALLED BY

OWNER (TYP).

GRADE LEVEL

1" CHAMFERPULLBOX LOCATIONS

PER SITE PLAN.

MOUNTING BRACKET PER

MANUFACTURERS

RECOMMENDATION TO BE

INSTALLED BY OWNER

(TYP).

CAMERA TO BE INSTALLED

BY OWNER

CAMERA TO BE

INSTALLED BY

OWNER

NOTES:

1. 3000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING

STEEL

2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE.

3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY

COMPACTED FILL PER SPECIFICATIONS.

4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF.

5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE

VALUE OF 1000 PSF.

6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL

SOIL PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF

POSTS WITH OVERTURNING LOADS".

SEE FIXTURE DETAIL FOR

LUMIINAIRE MODEL

ADDITIONAL FIXTURE TO BE INSTALLED

PER PHOTOMETRIC PLAN

LIGHTING CONDUIT(S)

3/4" X 10' COPPER

GROUND ROD WITH #6 CU

IN 3/4" CONDUIT TO

GROUND LUG.

POLE HAND HOLE LOCATED 18" ABOVE

POLE BASE, 4"X6" OPENING.

LITHONIA LIGHTING SQUARE STRAIGHT STEEL POLE

MODEL: SSS-20-4G-PT-BAA-DBLXD

CONNECT ALL EQUIPMENT

GROUND CONDUCTORS TO

GROUNDING LUG AT HAND HOLE

POLE SHALL BE MADE PLUMB WITH LEVELING

NUTS. TWO PIECE BOLT COVER REQUIRED

ANCHOR BOLT QUANTITY AND SIZING

TO BE PER POLE MANUFACTURER'S

GUIDELINES AND SPECIFICATIONS

8-#6x7' (MIN) LONG BARS EQUALLY

SPACED

#4 TIES @ 12"

O.C. MAX

7'-0"

SEE FIXTU

E SC

LE O

E-04 FO

LE H

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VERTICAL AND HORIZONTAL BARS SHALL BE FIELD

TIED. WELDING NOT PERMITTED. SUPPORT

REINFORCEMENT IN ITS PROPER LOCATION FROM

THE FORMWORK DURING CONCRETE OPERATION. 24" DIAMETER

3" MIN

3" MINIMUM COVER TYP.

FINISHED GRADE

(2) ADDITIONAL #4 TIES @ 4" O.C.

2 LIGHT POLE FOUNDATION DETAIL

FINISHED GRADE

EXISTING LIGHTING

CONDUIT(S)

EXISTING POLE AND FOUNDATION

TO REMAIN. PROTECT IN PLACE.

SEE NOTE 1.

PROVIDE CONDUIT

SUPPORT AS NEEDED

SEE NOTE 3.

SEE NOTE 4.

NOTES:

1. CONTRACTOR SHALL PENETRATE EXISTING POLE AND CONNECT 3/4" GRS

CONDUIT FOR NEW COMMUNICATION CABLE TO PROPOSED POLE

LOCATION(S). PROVIDE ALL NECESSARY CONDUIT HARDWARE/FITTINGS FOR

A WATERPROOF CONNECTION TO POLE.

2. ROUTE COMMUNICATION CABLE TO CAMERA MOUNT LOCATION.

3. GRS CONDUIT SHALL EXTEND BELOW GRADE TO THE FIRST ELBOW. ALL GRS

CONDUIT EXPOSED TO EARTH SHALL BE HALF LAPPED WRAPPED IN

SCOTCHRAP 50 10 MIL TAPE OR EQUAL. EXTEND WRAP TO A HEIGHT OF 12"

ABOVE GRADE.

4. GRS CONDUIT TRANSITION TO HDPE CONDUIT BELOW GRADE.

5. FURNISH AND INSTALL (1) 3/4" SCHEDULE 40 HDPE CONDUIT FOR

COMMUNICATION CABLES. CONDUIT SHALL BE INSTALLED IN LOCATIONS

USING METHODS AS INDICATED IN THE PROJECT PLANS.

SEE NOTE 2.

EXISTING LIGHTING

CONDUIT(S)

SEE NOTE 5.

3 EXISTING POLE CONDUIT TIE IN

COMMUNICATION CONDUIT(S)COMMUNICATION CONDUIT(S)

CAMERA MOUNTED AT 15'. PROVIDE HOLE AT CAMERA

MOUNTING LOCATION FOR CAMERA CABLES. COORDINATE

FINAL LOCATION WITH OWNER (WHERE APPLICABLE)

STUB CONDUIT 3"

ABOVE FOUNDATION

STUB CONDUIT 3"

ABOVE FOUNDATION

CAMERA MOUNTED AT 15'. PROVIDE HOLE AT CAMERA

MOUNTING LOCATION FOR CAMERA CABLES. COORDINATE

FINAL LOCATION WITH OWNER

STEEL PLATE TO BE INSTALLED BY OWNER WHERE

ADJACENT TO RESIDENTIAL TO ENSURE CAMERAS

ARE NOT VISIBLE FROM RESIDENTIAL LOTS. STEEL

PLATE TO BE LARGE ENOUGH TO BLOCK CAMERA

FROM THE VIEW OF NEIGHBORING LOTS AND BE

POWDER COATED TO MATCH POLE COLOR (TYP).

STEEL PLATE TO BE INSTALLED BY OWNER WHERE

ADJACENT TO RESIDENTIAL TO ENSURE CAMERAS

ARE NOT VISIBLE FROM RESIDENTIAL LOTS. STEEL

PLATE TO BE LARGE ENOUGH TO BLOCK CAMERA

FROM THE VIEW OF NEIGHBORING LOTS AND BE

POWDER COATED TO MATCH POLE COLOR (TYP).

R eu se o f a nd im pr op er re lia nc e of th is d oc um en t w ith ou t w rit te n au th or iz at io n by

K im le y-

H or n an d As so ci at es

, I nc

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As so ci at es , I nc

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SHEET

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CAUTION: NOTICE TO CONTRACTOR

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

PREPARED UNDER THE DIRECTION

SUPERVISION OF JOSEPH BRADSHAW,

P.E. UTAH REGISTRATION NO.

14216959-2202 FOR AND ON BEHALF OF

KIMLEY-HORN AND ASSOCIATES, INC.

E D

SEAL

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B ro ad w ay , S ui te

Sa lt La ke C ity , U

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E-04

LS1 LUMINAIRE CUTSHEETS

LUMINAIRE SCHEDULE

SYMBOL DESCRIPTION MANUFACTURER AND MODEL LLF VOLTAGE WATTAGE LUMENS FINISH POLE MANUFACTURER POLE MODEL POLE FINISH POLE HEIGHT

SHORT ARM STYLE TYPE 5W LUMINAIRE LITHONIA DSX0

DSX0 LED-P4-30K-70CRI-T5W-MVOLT-SPA-PER7-DBLXD 0.90 120-277V 93 W 11,330 LUMENS BLACK LITHONIA LIGHTING SSA-20-7J-DM19AS-BAA-DBLXD BLACK 20'-0"

ASSUMED EXISTING PARK LIGHT MODEL. SHORT

ARM STYLE TYPE 5W LUMINAIRE

LITHONIA DSX0

DSX0 LED-P4-30K-70CRI-T5W-MVOLT-SPA-PER7-DBLXD 0.90 120-277V 93 W 11,330 LUMENS BLACK EXISTING EXISTING BLACK 20'-0"

PROVIDE UNDERGROUND WARNING TAPE

NATIVE TRENCH BACKFILL COMPACTED

TO 90% FINISH GRADE

TYPICAL: SCH 40 PVC CONDUIT. REFER TO

ELECTRICAL CONDUIT PLANS FOR CONDUIT

SIZE, QUANTITY, AND LOCATION.

3/4"x10'-0" SECTIONAL COPPERWELD

GROUND ROD INDEPENDENT NO. 579

OR EQUAL

#6 SOLID BARE

COPPER CABLE

CADWELD OR

EQUAL

DRIVING STUD

INDEPENDENT NO. 141F

OR EQUAL

SECTIONAL ROD COUPLING

INDEPENDENT NO. 141Y OR EQUAL

TO LIGHT POLE

GROUNDING CONNECTION

" M

6" M

3" MIN

4" MIN

SAND BACKFILL AROUND

CONDUITS COMPACTED TO 90%

2 GROUNDING DETAIL 3 PULLBOX DETAIL

4 TRENCH DETAIL

POLYMER CONCRETE JUNCTION BOXES

GROUNDING BUSHING FOR RMC.

BELL END FITTING FOR PVC.

ENSURE CONDUIT ENDS ARE

LABELED

CONDUIT OR

DUCT TABLE

9" OF 3/4" MINUS

AGGREGATE FILL

COMPACTED TO 90%

NATIVE BACKFILL COMPACTED TO 90%

PULL BOX SCHEDULE

APPLICATION DIMENSIONS (LxWxH)

POWER 24" x 12" x 12"

COMMUNICATIONS 24" x 24" x 30"

LONG RADIUS

SWEEP (TYP.)

10' X 3/4"

COPPER CLAD

GROUND ROD

GROUT AND SEAL

BOTTOM OF PULLBOX

PROVIDE LIDS WITH

SECURITY TAMPER

PROOF SCREWS

E-05

R eu se o f a nd im pr op er re lia nc e of th is d oc um en t w ith ou t w rit te n au th or iz at io n by

K im le y-

H or n an d As so ci at es

, I nc

. s ha ll be w ith ou t l ia bi lit y to K im le y- H or n an d

As so ci at es , I nc

Pa th

D at e:

U se r:

-T

C _F

K\ C

\L T.

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R K

, U T

3/ 3/

SHEET

D R

B Y:

C H

D B

W R

T N o.

H O

W N

CAUTION: NOTICE TO CONTRACTOR

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

PREPARED UNDER THE DIRECTION

SUPERVISION OF JOSEPH BRADSHAW,

P.E. UTAH REGISTRATION NO.

14216959-2202 FOR AND ON BEHALF OF

KIMLEY-HORN AND ASSOCIATES, INC.

E D

SEAL

Ea st

B ro ad w ay , S ui te

Sa lt La ke C ity , U

| T el

. N o.

) 2

-3

W R

3/ 3/

1 BRIDGE MOUNTED CONDUIT DETAIL

CONDUIT SPACER

(MOUNTING SHOE)

CONDUIT

HOT-DIPPED

GALVANIZED

MALLEABLE

CONDUIT STRAP

CONCRETE

STRUCTURE

STAINLESS STEEL

EXPANSION ANCHOR: FOR

CONDUIT 1/2" UP TO 1 1/4"

USE 1/4" DIA. ANCHOR. FOR

CONDUITS 1 1/2" TO 2" USE

3/8" DIA. ANCHOR. ANCHOR

DEPTH 1" MIN., 1 1/2" MAX. CONDUIT MOUNTING

CHANNEL (B-LINE,

KINDORF, UNISTRUT, OR

EQUAL) (HOT DIP

GALVANIZED)

1/ 2"

CONDUIT

STRUT TRPE

STAINLESS STEEL

OR HOT DIPPED

GALVANIZED

CONDUIT STRAP

CONCRETE

STRUCTURE

3/8" STAINLESS STEEL

EXPANSION ANCHOR.

ANCHOR DEPTH 1" MIN., 1

1/2" MAX.

CONDUIT WALL MOUNTING OPTIONS

ATTACHMENT TO CONCRETE SURFACES

WING WALL EXPANSION

FITTING

3' MAX

RMCCONDUIT

PVC

TYPICAL CONDUIT ENTRY TO BRIDGE STRUCTURE DETAIL

EXPANSION ANCHOR NOTES FOR BRIDGE DECK ATTACHMENT

1. UNLESS OTHERWISE APPROVED BY THE ENGINEER: DO NOT USE ADHESIVE…

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