HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (2) 9.09.22 - 22-00450 - Friendship Estates - Approx. 154 N 4th E - Plat-Reviewed-Approved (1)Author Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Description : Friendship Estates - Approx. 154 N 4th E - PlatAddress : Record Type : PlatDocument Filename : INFRASTRUCTURE PLAN Rev. (2) 9.09.22 - 22-00450 - Friendship Estates - Approx. 154 N 4th E - Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Approved
# 22-00450
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
2 OVERALL SITEPLAN Stamp Todd Smith : Broadband Open 2 Approved - Broadband Inspector
2 OVERALL SITEPLAN Stamp Stan Crittenden : Fire Open 2 Approved - Fire Dept
1 COVER Stamp Tawnya Grover : P&Z Open 1 Plan Received
2 OVERALL SITEPLAN Stamp Kyle Baldwin : P&Z Open 2 Approved - Planning and Zoning
2 OVERALL SITEPLAN Stamp Joel Gray : PW Open 2 Approved - Public Works
Plat
Approval of plans does not constitute approval of variance from code
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File Location:z:\projects\2022\22046 brantley brooks subdivision\3.0 design\3.1 cad\3.13 final\22046 sp cover.dwgPlotted By:russellDate Plotted:Thursday, September 8 2022 at 02:48 PM
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NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
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5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BRANTLEY BROOKS
FRIENDSHIP ESTATES SITE PLAN A. SNARR
R. JORDAN
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GENERAL NOTES:1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURG STANDARDDRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES (RESOLUTION 2016-15).2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEERSHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.3.BASIS OF BEARINGS ARE 2004 CITY GRID.4.ELEVATIONS SHOWN ARE NAVD 88 DATUM TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMALOPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATEANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALLBE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NOADDITIONAL COST TO THE OWNER.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALTHAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUSTCONTROL MEASURES.8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTH WHILE STILLMEETING REGULATORY REQUIREMENTS. FOR BIDDING PURPOSES CONTACT OWNER FOR TEST HOLE DEPTH OF ROCK.9.LITTLE DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO WALK JOB AND IDENTIFY MINOR DEMOLITIONWORK PRIOR TO BIDDING.10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED AND MAINTAINED BY THE CITYAND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTED AND CERTIFIED BY AN ENGINEER,LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITY ENGINEER. FAILURE TO COMPLY WITH THEREQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDING PERMITS, CERTIFICATE OF OCCUPANCY, AND WATER ORELECTRICAL SERVICE.11.LANDSCAPING SIGNS NOT TO EXCEED 3 FEET IN HEIGHT IN THE CLEAR SIGHT TRIANGLE.12.THERE SHALL BE A 15-FOOT WIDE PUBLIC UTILITY EASEMENT WITHIN EACH LOT ALONG ALL ROAD/STREET FRONTAGES FOR POWER, PHONE, CABLE,GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERS AND PHONE BOXES WILL BE FIELD DETERMINED BY EACHUTILITY COMPANY AFTER ROADS/STREETS HAVE BEEN CONSTRUCTED TO SUBGRADE AND SIDE SLOPES HAVE BEEN COMPLETED.13.LUMEN/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS (CONTRACTOR SHALL NOTIFY ALL FORSCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTION STAKING OF POWER SHALL BE CONFIRMED WITH ROCKYMOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZE MEETING ROCKY MOUNTAIN POWER DESIGN PRIOR TO CONSTRUCTION.14.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURAL GAS MUST BE IN A SEPARATETRENCH.15.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH.16.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION.WATER NOTES:1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THISSHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPEREQUIREMENTS.2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROMTHE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT APPROXIMATELY RIGHT ANGLES WITH FULLPIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE NOZZLE PER CITY STANDARDS.7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO CONTACT DIG LINE PRIOR TO ALL EXCAVATION ANDFIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICES REQUIRED.8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATE OF IDAHOPLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR AND MOUNTED IN AHORIZONTAL POSITION WITHIN A HEATED MECHANICAL ROOM.9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE INTERNATIONAL FIRE CODE AND SHALL INCLUDE ALLAPPURTENANCES (IF APPLICABLE).10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATER SERVICES.11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWA STANDARDS ANDSHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING AND DISINFECTION OF WATER MAINS ANDAPPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA STANDARDS REQUIRE EACH STREET TO BE TESTEDINDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.SANITARY SEWER NOTES:1.ALL SEWER MAIN SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTMD3034 WATER MAIN AND SERVICE SHALL MEET CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL ANDHORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS.2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER ORSTORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS ATAPPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.3.CONTRACTOR SHALL PERFORM TESTING AND CLEANING OF SEWER MAINS MEETING CITY STANDARDS.
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ELECTRICAL NOTES:1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY.2.DEVELOPER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND MISCELLANEOUS ELECTRICAL FACIL
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3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S MARKING AND STRENGTH RA
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DESIGN. ALL ELBOWS SWEEP RADII SHALL BE 36”, 48” OR 60” DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.4.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER.5.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY SPECIFICATIONS AND IN ACCO
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4872 48724874487310'2'2'File Location:z:\projects\2022\22046 brantley brooks subdivision\3.0 design\3.1 cad\3.13 final\22046 sp overall site plan.dwgPlotted By:russellDate Plotted:Thursday, September 8 2022 at 02:48 PM
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PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
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ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BRANTLEY BROOKS
FRIENDSHIP ESTATES SITE PLAN A. SNARR
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OVERALL SITE INSTALL 5' SIDEWALK PER CITY OF REXBURG STANDARDS.(4" THICK WITH A 6" BASE COARSE MINIMUM)1INSTALL SANITARY SEWER CLEAN-OUT3TREE LINE (TYP.)REMOVE TREES ASNECESSARY FORUTILITY INSTALLATION RELOCATE CABLE/FIBERRISER AS NEEDED FORNEW CONSTRUCTION INSTALL FIBER CONDUIT &DISTRIBUTION BOXES PER CITYOF REXBURG STANDARDS(SEE FIBER NOTES BELOW)1.DISTRIBUTION FIBER SHALL BE LOCATED WITHIN THE COMMUNICATION TRENCH AS SHOWN IN THECITY OF REXBURG'S ENGINEERING STANDARDS.a.UNLESS OTHERWISE DETERMINED, FIBER CONDUIT MUST BE LAID ON BOTH SIDES OF THE STREET.b.DISTRIBUTION FIBER SHALL BE DIRECT BURY 4-WAY 18MM/14MM TRACEABLE DURA-LINEFUTUREPATH (OR EQUIVALENT).2.ALL DISTRIBUTION FIBER CONDUIT SHALL HAVE A LOCATE WIRE GROUNDED AT EACH HANDHOLE.3.MINIMUM DEPTH OF COVER OVER CONDUIT SHALL BE 36", UNLESS OTHERWISE APPROVED BY THE CITYENGINEER.4.DISTRIBUTION BOXES AND/OR HANDHOLES SHALL BE PLACED:a.SINGLE FAMILY RESIDENCES: A 14"x19"x12" CARSON HDPE (OR EQUIVALENT) HANDHOLE SHALL BEPLACED BETWEEN SINGLE FAMILY RESIDENCES ON THE LOT LINE WITH THE INTENT TO SERVE TWOSINGLE FAMILY HOMES FROM EACH PULL BOX.b.SUBDIVISIONS: FOR MULTI-HOME DEVELOPMENTS, A 24"x36"x24" DURALITE (OR EQUIVALENT)HANDHOLE SHALL BE PLACED AT THE CORNER OF THE EASEMENT.c.MULTIFAMILY RESIDENCES:-DUPLEXES & FOURPLEXES: A 24"x36"x24" DURALITE T22 (OR EQUIVALENT) HANDHOLE SHALLBE PLACED IN BETWEEN BUILDINGS WITH THE INTENT TO SERVE ALL THE RESIDENCES FROMTHE HANDHOLE. FOURPLEXES AND APARTMENTS THE BUILDER IS ENCOURAGED TO PLAN OUTTHE PATH DROP(S) AND INCLUDE A 2" PVC STUB-OUT FROM THE BUILDING TO A POINT THATIS PAST SIDEWALKS, PATIOS, DRIVEWAYS, AND OTHER HARD SURFACES SO THE DROP CAN BEINSTALLED WITHOUT BORING OR CUTTING CONCRETE.-TOWN HOMES & 4 OR MORE APARTMENT BUILDINGS: A 24"x36"x24" T22 DURALITE (OREQUIVALENT) HANDHOLE SHALL BE PLACED AT THE CORNER OF THE LOT WHERE PRACTICAL.5.A 10'x10' EASEMENT SHALL BE GRANTED TO THE
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NEEDED. (HANDHOLES MAY BE WITHIN THIS ARE
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6.FIBER CONDUIT SHALL BE STUBBED-OUT TO THE
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INSTALL 5' SIDEWALK PER CITY OF REXBURG STANDARDS.(4" THICK WITH A 6" BASE COARSE MINIMUM)1File Location:z:\projects\2022\22046 brantley brooks subdivision\3.0 design\3.1 cad\3.13 final\22046 sp overall site plan.dwgPlotted By:russellDate Plotted:Thursday, September 8 2022 at 02:48 PM
3
PP-1
PLAN & PROFILE AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
BRANTLEY BROOKS
FRIENDSHIP ESTATES SITE PLAN A. SNARR
R. JORDAN
P.SNARR
22046PRELIM
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N
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Y
NOT APP
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CONSTR
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16410
SEWER MANHOLE SEE STANDARD MA
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"
4" SANITARY SEWER SERVICE GENERAL NOTESSEWER CONSTRUCTION NOTES12
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INSTALL SANITARY SEWER CLEAN-OUT3WESN020'20'10'SCALE: 1" = 20'
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NORTH 4TH EAST SS LINE
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