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HomeMy WebLinkAboutResolution No 2022 - 07 Engineering Standards for Fiber OpticsInstrument # 448926 REXBURG, MADISON, IDAHO 4-8-2022 08:08:36 AM No. of Pages: 27 Recorded for: CITY OF REXBURG KIM H. MUIR Fee: 0.00 Ex-Officio Recorder Deputy CITY OF REXBURG Americas family Community Engineering Standards Amendment to Provide for Fiber Optic Infrastructure Resolution No 2022 - 07 BE IT RESOLVED by the Mayor and City Council of the City of Rexburg, Idaho that effective April 6, 2022, the City of Rexburg adopts the standards and specification set forth in the current edition of the Idaho Standards for Public Works Construction and Supplemental Conditions - Standard Drawings & Specifications, as the City of Rexburg's minimum Standard Drawings & Specifications and any additions, amendments or addenda thereto established by the City Engineer. FURTHERMORE, ANY SUBDIVISION WHICH SHALL REQUEST ANNEXATION INTO THE City of Rexburg or any subdivision which is in the Rexburg Impact Zone and all lots less than one acre in size, must be in substantial compliance with the Rexburg Standard Drawings & Specifications prior to being annexed or approved, unless modified by an annexation or development agreement. The terms of this resolution, if in conflict with any existing Ordinances or Resolutions, shall be controlling. Specifically, this Resolution applies to Appendix B of the City of Rexburg Development Code. ADDITIONALLY, the City establishes the following policies and guidelines. The City of Rexburg reserves the right to place on hold / shut down any project due the springtime thaw. A. STREETS — Streets shall have as a minimum: 1. 7' Landscape Strip followed by 5' wide Portland Cement concrete sidewalks on both sides of street per City of Rexburg Standards. 2. Curb & Gutter (as required per zoning) a. Portland Cement Concrete Curb & Gutter on both sides. b. Minimum grade = 0.30%. 3. Fiber. See applicable standard drawing. 4. Asphalt Chip Seal of street surfaces to be placed within 2 years of the date the street surface is constructed or may be included in a City Seal Coat project if such is approved in the Annexation/Development Agreement. 5. Street right-of-way widths, street ballast, and curb -to -curb widths shall be as per City of Rexburg Standards for the street type, unless otherwise approved by the City Engineer. 6. At or above ground utility facilities must be 2 feet behind parcel line in easement. 7. Testing of street construction to be in accordance with current ISPWC. 8. PED (Pedestrian Emphasis District) a. Minimum of a T Landscape Strip followed by an 8' wide Portland Cement concrete sidewalk per City of Rexburg Standard Drawings. b. Back of sidewalk to be installed at property line unless otherwise approved by City Engineer. B. STREET LIGHTING 1. All street light wiring installed for the City of Rexburg shall be in an approved method of electrical conduit according to the currently adopted National Electrical Code (NEC). 2. No direct burial cable without conduit shall be accepted by the City of Rexburg if owned by or proposed to be owned by the City of Rexburg. 3. All installations of electrical wiring for the purpose of street lighting shall meet the current NEC adopted by the City. 4. All new conduits installed shall also be inspected by a City of Rexburg designated official prior to covering. Junction boxes must be placed at finished grade elevation. Parcel owner is responsible for adjustments to junction boxes due to landscaping. 5. As -built electronic drawings must be submitted to City of Rexburg. 6. All street lighting to comply with City of Rexburg Standard drawings and Appendix B of the City of Rexburg Development Code. 7. Streetlights at intersection shall be American Electric Lighting number ATBM P20 MVOLT R3 P7 AO with Hapco RTA30D8B4T1E or as approved by City Engineer. 8. A light as defined in g. above may also be required mid -block if the spacing between intersections exceeds 400 feet. 9. PED (Pedestrian Emphasis District) a. Street lighting to have a maximum spacing of 100 feet on each side of the street. b. Street light model to be EH22 FT 63LED 525MA 4K GCF R2 MVOLT ANDB/EAE5-1 FINISH ANDB/ EPSX-20-S5 FINISH ANDB or as approved by City Engineer. C. STORM SEWER 1. Minimum storm drainpipe size shall be 12-inch diameter. 2. Manholes shall be spaced per IDAPA. 3. At manholes, pipes of differing diameters shall be located (vertically) so as to match their 0.6 diameter points. 4. Minimum pipe grades shall be per the IDAPA. 5. Storm Sewer mains shall be stubbed out to the edges of developing property to allow for future storm sewer main line service to adjacent property. Storm Sewer mains shall be kept as deep as practical beyond development to provide the possibility of storm sewer service. 6. Developers are financially responsible for a minimum twelve (12) -inch diameter storm drain main, or such larger size storm drain size as may be needed to provide for storm drainage run off from the proposed new development. 7. Developers are financially responsible for storm drain line depth up to sixteen feet (16) to pipe flow line. Deeper depths that are necessitated to serve adjacent yet -to -be developed property will be participated in by the City as such may be approved in the Annexation/Development Agreement. 8. Storm Runoff a. Storm drainage rainfall values and run off coefficients shall be as established in accordance with State of Idaho Catalog of Storm Water Best Management Practices. b. The peak flow rate and maximum water surface elevations must be calculated for the 100-year/ 1-hour storm event. c. The overflow route shall direct the 100-year/1-hour post -development flow safely towards the downstream conveyance system. Facilities that do not have an adequate overflow location or bypass path must be sized to fully infiltrate/drain the 100- year/ 1-hour event. d. The City of Rexburg uses the 25-year/ 1 -hour event for sizing of on -site runoff storage facility if it can be shown that downstream facilities can safely accommodate flows in excess of the 25-year/1-hour event. e. Discharge into existing facilities must be restricted to the pre -development level unless otherwise approved by City Engineer. f. Catch Basins must be designed to accept peak runoff flow rate. 9. Acceptance of the storm sewer facilities are based on the following criteria: a. Bedding and backfilling of trenches shall be constructed in accordance with current ISPWC, unless otherwise specified by City Engineer. b. Perform all testing in the presence of the city Engineer or his assigned agent. c. Testing per ISPWC Specifications. d. Final Testing: Perform final testing after backfilling and compaction and following installation of other utilities, but prior to surface restoration. e. On -site runoff storage facilities must be inspected prior to final surface restoration. f. A signed "Letter of Acceptance" from the city will be required prior to final surface reconstruction (i.e.: paving, landscaping, etc). D. WATERLINES 1. Water lines shall be Class 50 Ductile Iron. 2. Minimum water main size shall be 8-inch diameter, unless a 6-inch line is specifically approved by the City Engineer. 3. Water service stub outs are to be placed at corner of the lot where practical. Water meters and curb stops are to be placed within the landscaping strip. The water service lines are to be extended to the back of the utility easement. Refer to Utility Location Standard Drawing. 4. Fire flow requirements, fire hydrant spacing, and related waterline size(s) shall be as required in the International Fire Code for zones or developments. 5. Gridded and/or looped water mains are to be installed whenever possible. Six (6) -inch mains may have up to three hundred (300) feet of dead end service with one standard fire hydrant; eight (8)-inch or larger mains, up to five hundred (500) feet of dead-end service with up to two (2) standard fire hydrants or one standard fire hydrant and one fire sprinkler system on the dead-end. Flush hydrants are not allowed in place of standard fire hydrant. 6. Minimum depth of cover over water mains shall be 5 feet unless otherwise approved by the City Engineer. 7. Water mains shall be valved at intersections and other locations so that not more than 600- foot-long segment of water main has to be taken out -of -service to provide needed maintenance / repair work. Additional valving may be required for construction and testing purposes. 8. Water mains shall be stubbed -out to the edges of developing property to allow for future water main service to adjacent property and to provide the required looping / gridding of the overall water main system. 9. Individual house/business water service lines shall be stubbed -out to lots adjacent to new streets to eliminate the need for future excavation work in new streets. 10. Developers are financially responsible for a minimum eight (8) -inch diameter water main or such larger size water main as may be needed to provide the required fire flow for the proposed new development. (See Item 3 above and International Fire Code requirements.) 11. Water line stub -outs to be ball -type corporation and curb stop adapter, poly -by -female metal pipe, and rated at 300 psi minimum working pressure. Approved water line materials are class 200 psi polyethylene pipe. 12. Fire Hydrant to be Mueller, Waterous, or Clow Brands with Storz adapter Kochek model SZMC5045-3-Y. 13. Water main valves to be Resilient Wedge Gate Valves for 10" and smaller diameter pipes and Butterfly Valves for larger diameter pipes rated at 250 psi or more working pressure. Double disc gate valves will not be accepted. 14. Fire hydrant must be installed per ISPWC and other applicable codes. Parcel owner is responsible for required adjustment due to landscaping. a. Acceptance of the water lines are based on the following criteria: b. Bedding and backfilling of trenches shall be constructed in accordance with current ISPWC, unless otherwise specified by City Engineer. c. Perform all testing in the presence of the city Engineer or his assigned agent. d. All testing in accordance with ISPWC Specifications. e. A signed "Letter of Acceptance" from the city will be required prior to final surface reconstruction (Le.: paving, landscaping, etc). E. SANITARY SEWER 1. Minimum sanitary sewer main size shall be 8-inch diameter. 2. Sanitary sewer lines to be ASTM D3034, SDR 35, or ASTM F679 or engineers accepted equivalent for gravity sewer and ANSI/AWWA C900, Class 150, or engineers accepted equivalent for pressure sewer lines. 3. Manholes shall be no more than 400 feet apart or per ISPWC. 4. At manholes, pipes of differing diameters shall be located (vertically) so as to match their 0.6 diameter points. 5. Minimum pipe grades shall be per the IDAPA. 6. Sewer mains shall be stubbed out to the edges of developing property to allow for future sewer main service to adjacent property. Sewer mains shall be kept as deep as practical so as to provide the possibility of sewer service to as large an area as possible. 7. Individual house/business sewer service lines shall be stubbed -out to lots adjacent to new streets so as to eliminate the need for future excavation work in new streets. Service lines to be near the center of the lots and 10' horizontally from the water service. 8. Developers are financially responsible for a minimum eight (8) - inch diameter sewer main or such larger size sewer main as may be needed to provide sewer service for the proposed new development. 9. Developers are financially responsible for sanitary sewer or storm drain line depth up to sixteen feet (16') to pipe flow line. Deeper depths that are necessitated to serve adjacent yet -to -be developed property will be participated in by the City as such may be approved in the Annexation/Development Agreement. 10. In an area where city sewer services are unavailable, a house sewer service line shall be constructed and marked anywhere from 10' from the side of the house facing the street to the edge of the utility easement to facilitate an easy connection to a future sanitary sewer main in the street. 11. Acceptance of the sanitary sewer are based on the following criteria: a. Bedding and backfilling of trenches shall be constructed in accordance with current ISPWC, unless otherwise specified by City Engineer. b. Perform all testing in the presence of the city Engineer or his assigned agent. c. Testing per ISPWC Specifications. i. d. Pipe Cleaning i. After the pipe ends have been grouted according to ISPWC Division 500 Section 502.3.5 and prior to CCTV inspection, the completed pipeline will be cleaned with a hydro cleaner by a city crew according to ISPWC Division 500 Section 501.3.4. e. Closed Circuit Television (CCTV) Inspection i. Acceptance criteria: 1. No visible standing water in pipeline caused by grade defects 2. No pipeline structural defects observed 3. No pipeline installation defects observed 4. No infiltration observed ii. CCTV sewer line inspection will be done by a city crew iii. CCTV sewer line inspection is to be done after backfill and compaction, but prior to surface construction (i.e.: paving, landscaping, etc). Uncover and repair or reinstall sections of pipe found to have defects as directed by the city engineer or his agents. iv. Notify the City Wastewater Dept. @ (208) 359-3035 at least ten working days prior to final surface reconstruction to allow for CCTV inspection to be done, reviewed, and repairs to be done if necessary. v. Any repairs will need to be re -inspected after the repair is completed. vi. The cost for pipe cleaning and CCTV Inspection of the lines will be billed to the owner at approved City of Rexburg Billing rates. 12. A signed "Letter of Acceptance" from the city will be required prior to final surface reconstruction (i.e.: paving, landscaping, etc). F. WATER RIGHTS 1. Lands that are developed within the City of Rexburg and are, prior to development, irrigated with surface water must be irrigated with the existing surface water right where feasible. This may require the development of a secondary irrigation system or special systems as conditions dictate. Exceptions must be approved by City Engineer. 2. Lands that are developed within the City of Rexburg and are, prior to development, irrigated with surface water and a secondary irrigation system is not feasible shall transfer to the City of Rexburg the surface right or portion of that water right prior to the issuance of a will serve letter or provide a method of transfer acceptable to the city. 3. All subsurface rights tied to property to be serviced by the City of Rexburg shall be transferred to the City of Rexburg. This resolution shall take effect and be in force from and after its passage and approval. DATED this 6'' day of April 2022. CITY OF REXBURG Madison County, Idaho By 9', May exry M� , ill ATTEST: i City Clerk Deborah Lovejoy Attachment: Standard Drawings 2022 Edition U C?: GpR A .r SEAT xBU� 0 G� d i cc 0 CITY OF REXBURG Cry America's Family Community STANDARD DRAWINGS 2022 EDITION TABLE OF CONTENTS PAGE NO. SHEET TITLE COVER SHEET 2 TABLE OF CONTENTS 3 ROAD CROSS SECTIONS 1 4 ROAD CROSS SECTIONS 2 5 UTILITY PLACEMENT 6 RESIDENTIAL CURB & GUTTER 7 COMMERCIAL CURB & GUTTER 8 TRENCH DETAILS 9 PEDESTRIAN EMPHASIS OVERLAY LIGHTING 10 STREET LIGHT STANDARD 11 SINGLE TRASH ENCLOSURE 12 DOUBLE TRASH ENCLOSURE 13 TRIPLE TRASH ENCLOSURE 14 QUADRUPLE TRASH ENCLOSURE 15 4' & 1" WATER METER DETAIL 16 1 2" - 2" WATER METER DETAIL 17 3" - 6" WATER METER DETAIL 18 INFILTRATOR DETAIL 19 BROADBAND NOTES 20 BROADBAND BOX AND COVER 21 BROADBAND ENTRY AND TRENCH F N®e and Adder Norm Name i Ad &— 0°'­.- eµFxDVy� CITY OF CITY OF REXBURO STANDARD DETAILS TABLE OF CONTENTS Due Sti a , REXBURG TABLE OF CONTENTS 4/42022 Amari®'d Fmnily C--nily pl.s,*e SWe 1=2 NTS 2 [ i1pfVR[ lNffGPI — IxG CVi A. s. S' [N V.btING ,MrrKSfM[ ffrl 1W fM[ ll•Krlt fNf CN PMSI,G fNulxc iR✓!IC fNC ,MrrIC tM( fM MfSln6 — r [�GOC 2i Sf0( l fGl YI fll.0 _ 1 RNf�ffM� r JT hpp� gMYI f[M0� IrP nYL rNN[ ttW /IO is'Oti ••VM.aN f Es f NORMAL RESIDENTIAL STREET BUSINESS 6 HIGH IIENSITY RESIDENTIAL STREET 4 t s s, fuf i Wl vI I In. Eiik rcfrRs fNnwws ,s,otswhc IfcvR cnsl,,. .8kun.o s cTat va fvf slrc vN.l ,Mrr,c f.c fsn 1W sa[ ,wrlc fNc cwf fly a.Mllr� fNc errc sr� ,..rllc sNc Iw s fcvs t •r N •cff .aslas n os n T--1n a � f« T fn.a mf.nff N C No V flat "I uV,IRT RNI,sf MVbfwl sf''a 011s a+sf MINOR ARTERIAL STREET TYPICAL SECTION 5 NARROW RESIDENTIAL STREETS Y L ap [ i111��i kpry f f op 1,41 [N ffuuf. tbfrit f/,[ tVl ,u,l fN[ n1Yllf fr[ u fre[m L� R � 2fI an i4iC`.'S.rfJ m f:l _Iss— m m SIR`nwc,fJ ,w,y t IICMf —V�Lf• IIffACV1C fnY -L o,cmfs lsmc ffsaf. f,m Iv uses �. MINOR ARTERIAL STREET WITH BIKE PATH TYPICAL SLL I IUN RESIDENTIAL ,COLLECTOR STREET Fvm Nmw and AJ3ef Ho'm NN,e Nd.WJ,m Tlnaipm FalxfRlf� CITY OF MBURG DETAILS `o CITY OF STANDARD DETAILS wa I sh REXBURG YrREET CROSS SECTIONS 4,42O22 Na SWf ticJe Amedcn's Fmnily Cmnnnn,ihj 1=2 NTS " '►$+If rya lh7r,[ . rK. crrl[ ffrr . fW, _ ` W _____ ___ MAJOR ARTERIAL STREET TYPICAL LANDSCAPE SECTI rml.�r m r' •tMtli 0.rwrpr ""V[Rn 4"rw�u ggpv [ M¢ Zm MAJOR ARTERIAL STREET TYPICAL LANDSCAPE SECTION TYPICAL SECTION 8 wil RURAL REST➢ENTIAI 2 CRR2) TYPICAL SECTION 9 GEOTEXTILE FABRIC BELOW, UP SIDES, AND OOQ 00 OVERLAPPED MIN 12' AT TOP EDGE OF GRANULAR BORROW TYP FOR ALL STREET CROSS SECTIONS RIIRAI RFS1➢FNTIAI 1 CRRI) TYPICAL SECTION II oc I rcw cod MINOR \ARTERIAL STREET WITH BIKE PATH L •Nal�+W1f WK r rcnW a[�rwC 4eV x� w slrs STORM RETENTION (MIN 4' DEPTH TO POWER BOTTOM OF INFILTRATOR) GAS STORM SEWER SANITARY SEWER WATER COMMUNICATIONS COMMUNICATIONS (IF (DEPTH VARIES) (5' MIN. COVER) POWER GAS [APPLICABLE) I � I I OM I I I M I I � SOUTH OR WEST SIDE OF STREET NORTH OR EAST SIDE OF STREET I ]' ]' 3• 13' UTILITY SIOEvnLK LAtIDSG1PDIG LMIGSVPI SIDEVALK UTLITY EA T. EASEKT. O O p 12' MINIMUM BEETWEEN UTILITIES NOTE; ANY UTILITIES CROSSING A STREET MUST BE A MINIMUM OF 42' DEPTH NOT TO SCALE Fum Fame wJ AJ'L ess 14 oler \'rvme acid AdJrev D.anlnw CITY OF REX BURG UTILITY PLACEMENT c' I T Y o P STANDARD DETAIL. #.�VREXBURG UTILITY PLACEMENT 2 4/4/2022 —ov rl, "' acala 5 rIdI aIInl 12 NO SCALE 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 7' LANDSCAPE STRIP (TYP). 7' LANDSCAPE STRIP (TYP). 4'X5' AREA 2% MAX SLOPE 4'X5' AREA 2% MAX SLOPE ALL DIRECTIONS CTYP) ALL DIRECTIONS (Try) S' YNWY 1/Y PrsfamW COI/IIEOL )OIRIS 7)9. F�srsim JOM fltls Trsatlm Beak d WdF lordewae 9klwdk �Man�M FlMr SIOswlx Sub � IOWseePs Sub 111M r� Ny Ossrssd Settler Tnsnebn DRIVEWAY (LANDSCAPE STRIP) , YN.IUY tlETWEVN .. coN1RaL AXf(IS T)9. 1AAN9TgN ROPE r: rot AM[ sac 1/r PRINJ JOINT r HN INmph ' EANSIIT (TYP J RmME OR lag TRANSITE)a5111(O YNt SLOPE (Try AT SCEYWK CROSS SLOPE V.r TRUNCATED RAID LOCATION) 4'xr TRUNCATED CURB AT FRONT OF DOE DETECTABLE Clll® AT FRCESSONT D01£ DETECTABLE ACCESS FLUSH VARNDNi PANEL ff H GUTTER FLUSH VARNNG PANEL WITH GUTTER (Try) TYPICAL EACH RAIN V[TN GUTTER T7PICAL EACH RAID TrtM6 mom CRPV MY WIDm - EULY DEPRESSED SECTION 1 WOMMON SINGLE DIRECTION DEPRESSED ACCESS TWO DIRECTIONAL DEPRESSED ACCESS DRIVEWAY (SIDEWALK) EysiN axed F„r"'(TYP) (ROr ALLORED HERE ADWIMIE wcHr-OF-MY 15 AYMIA9E FOR A UIVTY S Eta - SEE NDR*. 7) RESIDENTIAL DRIVEWAY NOTES: l/e• ABOVE 1. S• ti C.801 & FM M Vaiq and 12• a Qanular Fat d IsW 12Oflocations (_ ISPWC Standard Specificationsunder cam TO Section e01 R EDZ) Nall g ratuMed seder aA e.nu,., . 12• m enc NI seal M regukee ones an curbing. /4• TDaED eADIUs EYR MVE V4• My aNenwte depth IrNitrNrq naturally oaarrArp grenub bcea rm0e lal scounbrad muR W opprowd by tea CRy Errytnear. TmED z. AN concrete Ol al be tune wAh o curl the speafloations or pe dk.cted by the City Engineer. Section (Sw IsWIC�Se„ction 7003) and ,j 3. Standard sidewalk width is 5 root w/ broom fWsh. Crass elope J. a madmum of 1/4• per toot to street. 1:12 elope maximum M direction Of travel. 4. Rhsw Place pi expansion joint filter at dray-lawctbn and at maximum Woch of 30 r.Pf or raN.& • 5. M concrete Nat be g bag Portland cement with Lithium ar pre-appio ASa mitigation ono 3X to 51 entrained ar. a. WhereCure h gutter i. not preesA. aspholt must be sowwt to allow for smooth trametlon. I r 7. Remoa and Repbosnent of curb and gulter, asphalt met be sawart min e• and replaced. ��• Fes- IL Control joint. Nall be placed no Nrtlw than fiw (5) feet apart. STANDARD CURB AND CUTTER SECTION t� IE' BENEATHlir f R BORROWNV ERB t47T SHOWNCURB C SHOWN FOR LARR7. yr DRIVEWAY RAISED 1/4' TDDLED RADIUS 1/4' AVOW CUV. CDr0ER TO HAVE V4' TOOLED RADIUS 2. rot 4 REBM W u1 CENTER -IT IM WAYS •E FMu iJ� ad 4dine . �e me Ad6sv gavqum � m �' eRrxru sac CITY OF REXBURG RESIDENTIAL(' 1 T Y n I: SIDEWALK CURB A GUTTER DRIVEWAY oNr sew 1 E•�• 4'-D• `-s• CRUSH RESIDENTIAL STANDARD DETAILS VALLEY OURER SECTON M 31 A y 4/4R022 EXBURG RESIDENTIAL DRIVEWAY CURB AND CUTTER SECTION CROSS DRAIN DETAIL k.k 6 Pia wk Armrdnr. Fumly Cnaw.nnitu 1 = 12 NO SCA r� Ny Ossrssd Settler Tnsnebn DRIVEWAY (LANDSCAPE STRIP) , YN.IUY tlETWEVN .. coN1RaL AXf(IS T)9. 1AAN9TgN ROPE r: rot AM[ sac 1/r PRINJ JOINT r HN INmph ' EANSIIT (TYP J RmME OR lag TRANSITE)a5111(O YNt SLOPE (Try AT SCEYWK CROSS SLOPE V.r TRUNCATED RAID LOCATION) 4'xr TRUNCATED CURB AT FRONT OF DOE DETECTABLE Clll® AT FRCESSONT D01£ DETECTABLE ACCESS FLUSH VARNDNi PANEL ff H GUTTER FLUSH VARNNG PANEL WITH GUTTER (Try) TYPICAL EACH RAIN V[TN GUTTER T7PICAL EACH RAID TrtM6 mom CRPV MY WIDm - EULY DEPRESSED SECTION 1 WOMMON SINGLE DIRECTION DEPRESSED ACCESS TWO DIRECTIONAL DEPRESSED ACCESS DRIVEWAY (SIDEWALK) EysiN axed F„r"'(TYP) (ROr ALLORED HERE ADWIMIE wcHr-OF-MY 15 AYMIA9E FOR A UIVTY S Eta - SEE NDR*. 7) RESIDENTIAL DRIVEWAY NOTES: l/e• ABOVE 1. S• ti C.801 & FM M Vaiq and 12• a Qanular Fat d IsW 12Oflocations (_ ISPWC Standard Specificationsunder cam TO Section e01 R EDZ) Nall g ratuMed seder aA e.nu,., . 12• m enc NI seal M regukee ones an curbing. /4• TDaED eADIUs EYR MVE V4• My aNenwte depth IrNitrNrq naturally oaarrArp grenub bcea rm0e lal scounbrad muR W opprowd by tea CRy Errytnear. TmED z. AN concrete Ol al be tune wAh o curl the speafloations or pe dk.cted by the City Engineer. Section (Sw IsWIC�Se„ction 7003) and ,j 3. Standard sidewalk width is 5 root w/ broom fWsh. Crass elope J. a madmum of 1/4• per toot to street. 1:12 elope maximum M direction Of travel. 4. Rhsw Place pi expansion joint filter at dray-lawctbn and at maximum Woch of 30 r.Pf or raN.& • 5. M concrete Nat be g bag Portland cement with Lithium ar pre-appio ASa mitigation ono 3X to 51 entrained ar. a. WhereCure h gutter i. not preesA. aspholt must be sowwt to allow for smooth trametlon. I r 7. Remoa and Repbosnent of curb and gulter, asphalt met be sawart min e• and replaced. ��• Fes- IL Control joint. Nall be placed no Nrtlw than fiw (5) feet apart. STANDARD CURB AND CUTTER SECTION t� IE' BENEATHlir f R BORROWNV ERB t47T SHOWNCURB C SHOWN FOR LARR7. yr DRIVEWAY RAISED 1/4' TDDLED RADIUS 1/4' AVOW CUV. CDr0ER TO HAVE V4' TOOLED RADIUS 2. rot 4 REBM W u1 CENTER -IT IM WAYS •E FMu iJ� ad 4dine . �e me Ad6sv gavqum � m �' eRrxru sac CITY OF REXBURG RESIDENTIAL(' 1 T Y n I: SIDEWALK CURB A GUTTER DRIVEWAY oNr sew 1 E•�• 4'-D• `-s• CRUSH RESIDENTIAL STANDARD DETAILS VALLEY OURER SECTON M 31 A y 4/4R022 EXBURG RESIDENTIAL DRIVEWAY CURB AND CUTTER SECTION CROSS DRAIN DETAIL k.k 6 Pia wk Armrdnr. Fumly Cnaw.nnitu 1 = 12 NO SCA m VY Pnronrea F A*A FlM d Wd 1 //22'' M1efarrrr.d — gw.ar ESmm.lan AAm FN 5' SIDEWALK (TYPJ 5' SIDEWALK (TYP) ./ 7' LANDSCAPE STRIP <TYP). 7' LANDSCAPE STRIP (TYP). lundsap. 9ldp tandeeap. Strip 47R' AREA 2X MAX SLOPE 4'X5' AREA 2X MAX SLOPE ALL DIRECTIONS MP) ALL DIRECTIONS RYP) NOTE RADAb ,D fdLOR amsNANT� 100 SUBSECTION 0105.3 wan Siam 1/2• PREFORMED EXPANSION JOINT COMMERCIAL & MULTI —FAMILY DRIVEWAY (TYP.) 1-12 TRANSITION SLOPE (TYP AT R/W ULr 4'x2' TRUNCATED RALOCATION) 4'x2' TRUNCATED CLIO AT FRONT OF DOME DETECTABLE CURB AT FLIT ID OF ACCESS FLUSH DOME DETECTABLE ACCESS FLUSH (CammrdaD a VARN@O PANEL WITH GUTTER VARNIlG PANEL VITN GUTTER R19) 5 Rebore EY«eropaaed War s.. Nola ] , `S TYPICAL EACH AAMP TYPICAL EACH RAID e-E.truded II. MdAwpa Sblp No en Oxs I , max. SbW SINGLE DIRECTION DEPRESSED ACCESS TWO DIRECTIONAL DEPRESSED ACCESS See Mo . /, r4 Re . ID 4 Wbary. • on G.nte SECTION B =@ treCIA o rebbaar rd— eMFprcenenb) SDEI AL 1/C ABOVE ABOVE VI' P au /4' TmID RADD)P 2� r � 4' _ �� NOTES: rS 1. 6' of Grmulur Fin in Vans and 12• of Gromdar FM hill IocaNap (ese SPYIC Standard SpecNiwtbrn S Section e01 ! e)2) eNwll bs r"Alrad under al 04-cilk 12' o/ arorwgr m hall be regwred odor oa rohq. • >r Any arcemat. depth ire .. natwaly oeevrkp granular bees mafarid enoounlwad must M approved ay thi Gig Engineer. 2. NI con.W. Mall be Mad with a curhp cmpoued es epedRed In tlIe Stondora • Sp.NOeaeon. m es dlneled by to (7y Engineer. (s.. ISPwc Seaean 703) ' I 5. Standard Nd-.Ik eiflh a 5 foot w/ broom Orion. Cron dap le a maximum ef 1/4' por loot to eb—L Idep. _Im af 1:12 u. In direction Ise• 4. Place preformed expn.lonjointt tDloratat dri—ay aonsbucUon and at mo.imum spacing of a 4- Ci• 50 Awf air aboec& .. 5. NI corl Wall be 6 bag Portland eemest with Uthium ar pre-Dpprwed ASR ni iption and 3X to 5X anrained air. 0. Where curb & gutter In rat present aeptalt must be eo—A to aww for rnocel traneRien. STANDARD CURB AND GUTTER SECTION 7. Remowl and Replacement of curb and gutty, asphaltmust be elwcw min 6' and replaced. Die. W OF GRANULAR BOOM EiEATN CLaO NOT SHMM FEW CLARITY. 1Y N REMIT EVENLY SPACED 1/4• TDOLED RADIUS DRIVEWAY RAISED 2' -'MST (XBO. MS 4 REBeIT IE' QI GOITER ri �4e' CfIUFA TO HAVE 14• - am WAYS Rl1®R • � V'•+ • m Feu m b Adiv. r Vic b Ad6n. a+aex� • (.ar.� a. CRT OF REXBURG COMMERCIAL I T Y () 1; �P I _ I % SIDEWALK CURB & GUTTER DRIVEWAY 4'-0' —��6••ff i1• CRUSH _ COMMERCIAL & MULTI -FAMILY 2 C REXBURG 'i'a°ZZ VALLEY GUTTER SECTION 00 SLALD STANDARD DETAILS COMMERCIAL DRIVEWAY CURB AND GUTTER SECTION — �'I %•k 7 CROSS DRAIN DETAIL n,e.,rr,r. Fnndy o„e,��,o�,rn 1 = 12 NO SCA MATCH EXISTING ASPHALT THICKNESS SUP TO 4' WITH 2,5' "iNbF 3/4' CRUSHED 36' FLOW -ABLE FILL 0 FINISHED EDGES ARE TO BE SAW FINISH GRADE 0 O' • (I N I }0 O ' 0( C �O '0 p Oe o ` eO e o' o p ••'• 6' MBG. •� vi 12;1,41{N _ �� SIDE O OUTSIDE DIA. OF PIPE PLUS 2'-0'; W__L RENCH DETAIL rrrs LEGEND O 12' (MIN) OR LOCAL CUT BACK REQUIREMENTS TYPICAL BOTH SIDES. ® SURFACE REPAIR WIDTH. (1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM.) O EXISTING SURFACE. 4 E%]STING BASE. OTRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHOEING. 6 TRENCH BACKFILL PER SECTION-306. © VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. ® PIPE BEDDING TYPE III ® FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND STABILITY (PER SECTION-304). UNDISTURBED SOIL (TYP). © SURFACE REPAIR AS SHOWN. ® LOVER COMPACTION ZONE UPPER COMPACTION ZONE FLOW -ABLE FILL UNLESS OTHERWISE APPROVED BY CITY ENGINEER NOTES Q TRENCH EXCAVATION PER SECTION-301. QB BACKFILL AND COMPACTION CLASS A-1 K GCF R2 MVOLT 4DB)ESPX-20-S5 FINISH ANDB I VARIES (7' MIN) 1 8' WALK 100' MAX SPACING PROPERTY LINE STREET LIGHTING NOTES MATERIALS SUPPLIED BY CONTRACTOR. COBRA NON —DECORATIVE STREET LIGHT POLE: HAPCO No. RTA 30DBB4TIE. LUMINAIRE: AMERICAN ELECTRIC LIGHTING ATOM P20 MVOLT R3 P7 AO ANTIQUE DECORATIVE STREET LIGHT POLE: EHL22/FT/63LED525MA/4K/GCF/MVOLT/R2/ANDS/ EAES-1/ EPSX-20—S5 SINGLE POE NON —BREAKAWAY CONNECTOR KIT, FUSED IN—UNE. TO BE BUSSMAN MFG. HEB SERIES OR APPROVED EQUAL. MULTIPLE POLE CAN BE FED FROM ONE FUSE TO SERVE NO MORE THAN 3 POLE LIGHTS. (15A MINIMUM). WIRE SPLICE KIT, LIGHTING AND POWER J—BOX SPLICES SHALL BE MADE WITH BLACKBURN USL-11 AND USL-30, RAYCHEM CRSM—CT-53/13-200 AND CRSM—CT-84/20-250, OR 3M 82—A SERIES CONNECTORS OR POLARIS STYLE TERMINATIONS. ALL TERMINATIONS TO BE WET LOCATION RATED. FUSE 8 AMP, TO BE BUSSMAN MFG. CAT. NO. KTK-8, FERRAZ—SHAWMUT CATALOG NO. ATM-8 OR LITTLEFUSE KLK-8. PHOTO ELECTRIC CONTROL, QUICK RESPONSE, TWIST LOCKING TYPE (VERIFY VOLTAGE TO MATCH W/CIRCUIT) TO BE GENERAL ELECTRIC CAT. NO. PECOTL, FISHER —PIERCE CAT. NO. 779DESS OR INTERMATIC CAT. NO. K4136M OR LED EQUIVALENT COMPATIBLE. CONTRACTOR TO PROVIDE ALL ASSOCIATED FITTINGS, CONDUIT, SONOTUBE, CONCRETE, REBAR, EXCAVATING, ETC. NEEDED TO COMPLETE AND DELIVER PROPERLY FUNCTIONING STREET LIGHTING SYSTEMS TO THE CITY OF REXBURG. JUNCTION BOX NORDIC NO. PHHZ-161912—MG. MUST BE POSITIONED IN LANDSCAPE AREA.(NO HARD SURFACES) CONDUIT 1* MINIMUM W/ RIGID LONG SWEEP ELBOWS UNLESS CURRENT ELECTRICAL CODE REQUIRES LARGER CONDUIT. GROUND ROD IN FIRST POINT OF DISCONNECT (J—BOX LOCATED WITHIN 10' OF UTILITY POWER) ONE r MINIMUM 8' IN LENGTH GROUND ROD TO BE INSTALLED WITHIN J—BOX WITH A MINIMUM #6 AWG GROUNDING ELECTRODE CONDUCTOR AND APPROVED CLAMP. NEUTRAL AND GROUND MUST BE BONDED INSIDE JUNCTION BOX AFTER FUSE. WRMU AFTER POINT OF DISCONNECT SHALL BE #12 AWG COPPER THWN RATED OR LARGER. VOLTAGE DROP SHALL NOT EXCEED 3% ANYWHERE IN CIRCUIT. FOUNDATION SHALL BE AS PER ITD STANDARD DRAWING #I-7—C OR AS DESIGNED BY PROFESSIONAL ENGINEER LICENSED IN THE STATE OF IDAHO. A 6' REVEAL MINIMUM IN LANDSCAPE AREAS OR AS APPROVED BY CITY ENGINEER. A MATERIALS SHEET NTS Streetlight Point -of -Disconnect Diagram Transformer or secondary box 4' min. Ior max. Customer provided junction box (or pedestal) with disposable lock Pad box Soppy Cable Minimum Depth per NEC (300.5) I" min. conduit by customer Recommended fuse by manufacturer or other means of disconnect I I I I 'Rocky Mountain Power Customer y ownership ownership I I l I I 4' min. I Customer provided junction box lo, (or pedestal) with disposable lock /max. I nimE' Depth -.Iy bla� /� (e 300.5 min. conduit by customer L Recommended fuse by manufacturer or other means of disconnect Customer is responsible for. ■ Providing and installing a junction box or pedestal, conduit, fusing and customer -owned wire. The junction box or pedestal must be strong enough for incidental traffic areas ■ Coordinating with Rocky Mountain Power on junction box or pedestal location and all digging within the vicinity of Rocky Mountain Power facilities ■ Ensuring that construction of new or remodeled installatioms conform to applicable provisions of the NEC State Rules, its well as city and county codes Rocky Mountain Power is responsible for: • Installing and connecting wire from Rocky Mountain Power facilities to the point of disconnect. DPOINT OF DISCONNECT DETAIL NTS N,m<enJ Addrc.a P,o ttl Nune u,d ,\Glrca+ Perm�,m titxnl, CITY OF REXBURG C I T Y O F STREETLIGHT REXBURG RICAL 4/42022 STAW • STANNDARD DETAILS Plw Ccile S,�ak � O Amm.n's Family Cn ity 1:24 NONE 6' HIGH SOLID PRIVACY FENCE MUST BE ATTACHED TO CONCRETE PAD AS APPROVED BY CITY ENGINEER. PRIVACY MATERIALS INCLUDE: STONE, MASONRY BLOCK, WOOD, VINYL, OR CHAIN LINK FENCING WITH SLATS. 10'-2" 9'-2" MIN INSIDE DIMENSION 6" THICK . CONCRETE PAD 4 Q, ° P ° o 5'-4" PLAN VIEW SCALE: 3/4" = 1'-0- SCHEDULE 40-4"0 STEEL BOLLARDS 4'-0" ABOVE GROUND 3'-0" BELOW GROUND SET IN CONCRETE (TYPICAL 3 PLACES) NOTES: Containers shall not be placed in an enclosure without proper inspection and approval of by the City. Development dumoatcr guidelines: One dumpster/Dickup per week for 1. for c-3- 25 beds for dormitorybousing 2. for every 10 doors for 2-bedroom community bowing 3. for every 7 doors for 34bedroom community housing Enclosure placement: I . a minimum of 30' distance from storm drain or drainage area 2. not in right of way 3, not located over/under utilities 4. cannot obstruct the sight triangle 5. if the enclosure has gates, they must be operable at a minimum of 190° and opened by tenant Maneuvering area I. All access areas shall be a minimum unobstructed width of 20 feet. 65 fat in length and 16 feet in height. The mammum deviation from the access path to the enclosure shall be 30'. Outside turning radii in these areas shall be a minimum of 45 &ct. At no time shall a collection vehicle be required to back while taming for more than 50 fat while on the property or be required to back out into or in from a public right-of-way. In such cases, a to or circle turnaround that meets the minimum standards will be required. In all cases, approach design should facilitate a looping or circle ingress/egress path that avoids necessity of collection vehicle having to conduct backing maneuvers as much as possible. 2. No parking will be allowed in the maneuvering area. Exemptions: The Solid Waste Manager or designee shall have authority to designate location, in circumstances when a dumpater and/or the screen that cannot be located upon a particular site, do to special circumstances and areas that are wholly impractical so as to conform with these requirements. a npkn SINGLE TRASH ENCLOSURE true shn 4/4/2022 1 ' Re kW, I = 8 I &ak I AS NOTE Q F` 6' HIGH SOLID PRIVACY FENCE MUST BE ATTACHED TO CONCRETE PAD AS APPROVED BY CITY ENGINEER. PRIVACY MATERIALS INCLUDE: STONE, MASONRY BLOCK, WOOD, VINYL, OR CHAIN LINK FENCING WITH SLATS. 17'-0" 16-0" MIN INSIDE DIMENSION 6„ . R 4 CONCR$TE PAD'. to .. BOLLARDS 4'-0" ABOVE PLAN VIEW GROUND Y-O" BELOW GROUND SCALE: M" = F-O" SET IN CONCRETE (TYPICAL 4 PLACES) NOTES: Containers shall not be placed in an enclosure without Proper inspection and approval of by the Citv. Development dumpster guidelines: One dumps ct/pickup per week for 1. for every 25 beds for donrtitory housing 2. for every 10 doors for 2-bedroom commupity housing 3. for every 7 doors for 3-bedroom community housing Enclosure placement. I. a minimum of 30' distance from storm drain or drainage area 2. not in right of way 3, not located over/under utilities 4. cannot obstruct the sight triangle 5, if the enclosure has gates, they must be operable at a minimum of 180' and opened by tenant Maneuvering area'. I. All access areas shall be a minimum unobstructed width of 20 feet. 65 feet in length and 16 feet in height. The mmurnum deviation @out the access path to the enclosure shall be 30'. Outside turning radii in these areas shall be a minimum of 45 feet. At no time shall a collection vehicle be required to back while turning for more than 50 feet while on the property or be required to back out into or in from a public right-of-way. In such cases. a tce or circle turnaround Out mats the minimum standards will be require& to a0 caves, approach design should facilitate a looping or circle mgress/egress path that avoids neoesaity of collection vehicle having to conduct backing maneuvers as much as possible. 2. No parking will be allowed in the maneuvering area Exemptions' The Solid Waste Manager or designee shall have authority to designate location, in circumstances where a dumpster and/or the screen that cannot be located upon a particular site, do to special circumstances and areas that are wholly impractical so as, to conform with these requirement. F- N— and Ad P,° Nis urd AiMbea n.w+P� CITY OF REXBURG CrrY OF REXBURG TRASH ENCLOSURE DOUBLE TRASH ENCLOSURI 4/°2°u A,,—wn F—il y Cornmvnlhy %a aeJe hJe l 1 = 8 AS NOTEE 1 a� [pU SCHEDULE 40.4"0 STEEL BOLLARDS 4'-0" ABOVE GROUND 3'-O" BELOW GROUND SET IN CONCRETE (TYPICALS PLACES) MUST BE ATTACHED TO CONCRETE PAD AS APPROVED BY CITY ENGINEER PRIVACY MATERIALS INCLUDE: STONE, MASONRY BLOCK, WOOD, VINYL, OR CHAIN LINK FENCING WITH SLATS. 24'-0" MIN INSIDE DIMENSION a ° CONCRETE PAD , elm M 2'-0" CLEAR 5'-4" 2'-0" CLEAR 5'-4" 2'-0" CLEAR 54" 2'-0" CLEAR S" CLEAR J N 1 b TYPICAL NOTES Containers shall not be placed in an enclosure without proper inspection and approval of by the Cin aneuvennit area: Development dumpster guidelines: I. All access areas shall be a minimum unobstructed width of 20 feet, 65 feet One dumpster/pickup per week for in length and 16 feet in height. The mammum de%iation from the access I for every 25 beds for dormi[on path to the cnelosum shall be 30 housing Outside turning radii in these areas 2. for even 10 doors for 2-bedroom shall be a minimum of 45 feet. At no community housing time shall a collection %chicle be required to back while turning for 3. for even 7 doors for 3bodroom more than 50 fret while on the community housing property or be required to back out into or in from a public right-of-way. In such cases. a tee or circle Enclosure phuxment. turnaround that meets the minimum I a minimum of 30' distana from storm standards will be required. In all drain or drainage area cases, approach design should facilitate a looping or circle 2. not in right of way mgrcss/egress path that avoids 3. not located over/under utilities —.siN of collection vehicle having 4. cannot obstruct the sight triangle to conduct backing maneuvers as much as possible. 5. if the enclosure has gates. they must be operable at a minimum of 18V and 2. No parking will be allowed in the opened by tenant mapcuvering area. The Solid Waste Manager or designee shall have authority to designate location, in circumstances where a dumpster and/or the screen that cannot be located upon a particular site. do to special circumstances and areas that are wholly impractical so as to conform with these requirements. PLAN VIEW SCALE: }" = 11-0" i ema cam ma nem... tam a,a am. 01 oe+=r+sraa CITY OF REXBURG TRIPLE TRASH ENCLOSURE CITY OF TRASH ENCLOSURE REXBURG 4142022 America's Family Community 1=12 NO SC 13 6' HIGH SOLID PRIVACY FENCE SCHEDULE 40-4"0 STEEL BOLLARDS MUST BE ATTACHED TO CONCRETE PAD 4'-0" ABOVE GROUND 3'-0" BELOW AS APPROVED BY CITY ENGINEER. GROUND SET IN PRIVACY MATERIALS INCLUDE: STONE, CONCRETE (TYPICAL 6 PLACES) MASONRY BLOCK, WOOD, VINYL, OR 32'-0" MIN INSIDE DIMENSION CHAIN LINK FENCING WITH SLATS. 6,. THIGK.. o y 4 NCRETE PAD .. • rn a w •'v b w pj U 2'-0" CLEAR 2'-0"CLEAR rr 2,-0" CLEAR 2'-0" CLEAR 2,_0" CLEAR N I S 8" CLEAR 8" CLEAR NTS TYPICAL N TYPICAL PLAN VIEW SCALE: g = 1' 0" NOTES: Containers shall not be placed in an enclosure without proper inspection and approval of by the City. Maneuvering area: Exemptions: Development dumpster guidelines: I. All access areas shall be a minimum unobstructed width of 20 feet, 65 feet The Solid Waste Manager or designee shall One dumpster/pickup per week for: in length and 16 feet in height. The have authority to designate location, in maximum deviation from the access circumstances where a dumpster and/or the 1. for every 25 beds for dormitory path to the enclosure shall be 30'. screen that cannot be located upon a housing Outside turning radii in these areas particular site, do to special circumstances shall be a minimum of 45 feet. At no and areas that are wholly impractical so as 2. for every 10 doors for 2-bedroom time shall a collection vehicle be to conform with these requirements. community housing required to back while taming for 3 for every 7 doors for 3-bedroom more than 50 feet while on the community housing property or be required to back out into or in from a public right-of-way. In such cases, a tee or circle Enclosure placement. turnaround that meets the minimum 1. a minimum of 30' distance from storm standards will be required. In all drain or drainage area cases, approach design should 2. not in right of way facilitate a looping or circle ingress/egress path that avoids 3. not located over/under utilities necessity of collection vehicle having to conduct backing maneuvers as r^�^ "°" and �^�"' BUR v� ma,wa<a one 4, cannot obstruct the sight triangle r 1, CI1Y OF REXBURG QUADRUPLE 7R� 5. if the enclosure has gates, they must much as possible. C I T Y o f3 TRASH ENCLOSURE ov< be operable at a minimum of 180* and 2. No parking will be allowed in the REXBURG 4/4R022 opened by tenant maneuvering area. •' -.^ ^^ nq &Je S.�k TOUCH READ BUTTON LID & COVER TO FINISH GRADE METER ^ FINISHED LAWN GRADE METAL METER SUPPORT (6" 8" UNDER METER) (SEE NOTE #13) SPRINKLER CONNECTION SUPPLIED BY OWNER ".. (IF APPLICABLE GALVANIZED PIPE, SEE DETAIL A) CONNECT TO METER & ANGLE METER VALVE STRAP SERVICE LINE W/APPROXIMATE FITTINGS TO METER SUPPORT 2" MIN 20" X 48" POLY BARREL 20" RING AND COVER W/ TOUCH READ HOLE� A" BUILDING SIDE L BALL TYPE CORPORATION AND CURB STOP SERVICE LINE ADAPTER, POLY -BY -FEMALE METAL PIPE RATED AT 300 PSI MINIMUM WORKING PRESSURE. CROSS SECTION OF METER 3/4" & V WATER SERVICE CONNECTION SCALE: NO SCALE METER SLIP NUT METER ANGLE STOP WRAP PIPING TO PREVENT INETER� t'TO TO SPRINKLER SYSTEM CORROSION BALL VALVES BUILDING CURB STOP INSIDE METER BARREL (DO NOT COVER) DETAIL A GENERAL NOTES: 1 GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH DUCE TAPE OR APPROVED EQUAL. ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION UNLESS APPROVED BY CITY ENGINEER. 3 CITY TO SUPPLY PLUMBING PARTS AFTER CURB STOP TO ANGLE JUST AFTER METER CITY ALSO TO SUPPLY METER, LID, TOUCH READ, AND BARREL. WATER HOOK UP FEES MUST BE PAID BEFORE A METER AND REQUIRED PARTS ARE DELIVERED. 5 METER BARREL MUST BE INSTALLED IN APPROVED AREA BY THE CITY OF REXBURG WATER DEPARTMENT. CURB STOP MUST BE EXPOSED SO IT CAN BE USED IF NECESSARY. COMPRESSION TYPE FITTINGS ARE REQUIRED. BARBED FITTINGS AND HOSE CLAMPS ARE NOT APPROVED FOR WATER LINES IN THE CITY OF REXBURG. 8 ONLY THE WATER METER, CURB STOP AND SPRINKLER LINE CONNECTION ARE ALLOWED IN THE METER BARREL. 9 SPRINKLER CONNECTION IS REQUIRED TO COME FROM INSIDE THE RESIDENCE OR IS REQUIRED TO BE INSTALLED ACCORDING TO THE ILLUSTRATION PROVIDED.(SEE DETAIL A METER MUST BE INSTALLED WITHIN 15" TO 20" OF THE WATER METER LID. BEFORE COVERING ANY WATER SERVICE AN INSPECTION OF THE WATER METER AND SERVICE PIPING IS REQUIRED TO BE INSPECTED BY CITY INSPECTOR. COPPER JOINTS UNDER ASPHALT OR CONCRETE ARE REQUIRED TO BE BRAZED. (3M ETCEOR TO MAIN No. FINDER 122 COPPER BFDER WIRE MIN. MEIN TOO REQUIREMENTS DING NOT MET. WATER SERVICE CONNECTION DETAIL NTS TU— I LEGEND QQ v m w QQ snoaa vcTN ¢ rwcNo rwo na]acss sim sTN... QS r N[SR®rf —T GTR vKVF VITN C mlrc wi NNN V4vE IpX Q 1R1(�lflpprl iTpp ��Tapp ��qq �Pq �p� O KI[II t0 �RSSG Mo��IE VTC1lRll�lMRp VOE Np. TEE ]p-]IS ©�Ni pMp -Ml MD S�T1AMESS ST— WSCNTT (D —. — Q C N >Y 66 ClfRrt OapE al a T � 1Q 1ITU1 S[TTp1 v! M fLLIpvING lNEi[pgGT NSSfl rigs wa. v.1lvE wTN .amna v l prLVN® NI]flC ® iT6:E OpINpG OMp]N IMTEV VL Q mocrt wools mu T— ® �r su owxrt srpn ®—TE ml4 SECTNI TTMmNap 2E' 9M NN1LL[ aN2 S'WTEC mvEN. TAP CONNECTION NOTES, s ©m pmcn u roTEp a N..®vEn swsimlrlaE pT. — NT.Yi •TI I— SNpM MFI�I IS M i M NETCN SIS ©w n-wn raEovcp a NETEII scTTas rq uxpscNrc rw .crnmzEo nwwTm� s.zrca NSI p •iG SFNV� mwEEftpN o-LOVEO Ir TVp W 1UE TD£S A4E piEp !01 M SMC SEavl¢. © wui mxs�m°la Nor�E o`m""ss rmlrcT © No rrs vITNp u —T T .r.E ENNS © rxvrrtao srw] .wc o pus war.co vlrN przT a.c w wvwvEs Epu. IDAM STANDARDS � A T E R SERVICE C O N N E C T I0Ip S"TANDARD DRAWING FOR PUBLIC CONSTRUCTIDP/ WDRRS I I—I/2' TO 2' 1I o' S— D4 0 2 N.n zplN SFIEP PPUV®aiE NV V6 •ureaweuruNsaa]�nv o WATER SERVICE CONNECTION DETAIL _ NTS LEGEND (i —, w.lvlrv: . n.....L Q mxaa. m Em.wnE 0 wvl. weal �K � airn �°o ra. 1¢ iLc cvvEv rlrrav vlvE eu acE sv-sl. rw sruLvc © aavttt ura �i asaaa* su. c.rE v..vE vn� r mina «,,. Qv z x re w alp anvca may Qv �oarE mlc x v.Iwv.uE ®srrwwv E.• vu awv . -..— mvcv. NOTES. © VKVF px ©. aamucri .S xe1ED w xwapvED Q TITU.IM ® •� pUVM IarSYl IS M SMa .S fla FErEa $IEE. O L�eSC.rF a vvESSWEEe IIaIG.i1CM 5 Sr[w a IDAN➢ STANDARDS ATER SERVICE CONNECTIO STANDARD DROVING FOR Pualc WORKS NO. c13NSTRLICTI➢N 3' T❑ 6' SD-4—402 2 �. STORM TECH SC-740 CHAMBER INFILTRATOR CURB UNITS OR APPROVED EQUAL AS GUTTER REOUIRED PER INFILTRATION RATE AS DETERMINED BY STANDARD DESIGN ENGINEER AND CATCH BASIN APPROVED BY CITY ENGINEER B STANDARD L RING FUTURE ► GROUND FLUSH WITH EXPANSION GROUND SURFACE (CONSTRUCT 2ND UNIT WHERE INSTALLATION STANDARD MH r -- SUPPORTS (2) CATCH /� / �.%�>>:"�; i'� CONE SECTION 1 BASINS) ice\ 1� -- INLET FROM CATCH I EXTEND INTO INNERNERSEPARATOR RING `4B MANHOLE MODIFIED AS GREASE . - AND SOLID — CAP 12*0 PVC ' C INFILTRATOR TO FUTURE TPI Ulil'AI - _ _— — -- — INFILTRATOR B A PLAN VIEW DRAIN 12,I pv0 11 SCALE 114" = 1' 0" TO INFILTRATOR 12 PVC TO:1F(LTRgTQt SECURE PIPE TO WALL W/ SS STRAP N 12' OPENING W/ AND HARDWARE. FLEXIBLE SEAL, TYP. TYP. PRECAST SOLID FLOOR AND LOW STD STDVI LE MH SECTION FINISH GRADE MIRIFI 140N/VOVEN (OR EQUAL) CURB t GUTTER FABRIC TO SEPARATE TOPSOIL FROM WASHED STOW �SUIEWALKE CROSS SECTION VIEW DRAIN 11 SCALE 314" = 1'-0" \ NATURAL yC \\�\\\ \\/\\\�\\�\\�\\/• STORM TECH SC-710 CHAMBER'/��/�� INFILTRATOR VD BRd�N a 1'-4' 6' TYP. [CA c 1 I Y o I• CITY OF REXBURG INFILTRATOR INFILTRATOR CROSS SECTION INFILTRATOR DRAIN XBURGSTANDARD DETAILS 4/4R022 SCALE 1/2 " = 1 '-0- A�` 18 er= h7hi o„1,,,,,,,,n,l 1 = I AS N GENERAL NOTES: 1. DISTRIBUTION FIBER SHALL BE LOCATED WITHIN THE COMMUNICATION TRENCH AS SHOWN IN THE CITY OF REXBURG'S ENGINNERING STANDARDS. a. UNLESS OTHERWISE DETERMINED, FIBER CONDUIT MUST BE LAID ON BOTH SIDES OF THE STREET. DISTRIBUTION FIBER SHALL BE DIRECT BURY 4-WAY 18MM/14MM TRACEABLE DURA-LINE FUTUREPATH (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 CITY ENGINEER. 4. DISTRIBUTION BOXES AND/OR HANDHOLES SHALL BE PLACED: a. SINGLE FAMILY RESIDENCES: A 14" X 19" X 12" CARSON HDPE (OR EQUIVALENT) HANDHOLE SHALL BE PLACED IN BETWEEN SINGLE FAMILY RESIDENCES ON THE LOT LINE WITH THE INTENT TO SERVE TWO SINGLE FAMILY HOMES FROM EACH PULL BOX. b. SUBDIVISIONS: FOR MULTI -HOME DEVELOPMENTS, A 24" X 36" X 24" DURALITE ()OR EQUIVALENT) HANDHOLE SHALL BE PLACED AT THE CORNER OF THE EASEMENT. c. MULTIFAMILY RESIDENCES: i. DUPLEXES & FOURPLEXES: 24" X 36" X 24" DURALITE T22 (OR EQUIVALENT) HANDHOLE SHALL BE PLACED IN BETWEEN BUILDINGS WITH THE INTENT TO SERVE ALL THE RESIDENCES FROM THE HANDHOLE. FOR FOURPLEXES AND APARTMENTS THE BUILDER IS ENCOURAGED TO PLAN OUT THE PATH OF THE DROP(S) AND INCLUDE A 2" PVC STUB -OUT FROM THE BUILDING TO A POINT THAT IS PAST SIDEWALKS, PATIOS, DRIVEWAYS, AND OTHER HARD SURFACES SO THE DROP CAN BE INSTALLED WITHOUT BORING OR CUTTING CONCRETE. ii. TOWN HOMES & 4 OR MORE APARTMENT BUILDINGS: A 24" X 36" X 24" T22 DURALITE (OR EQUIVALENT) HANDHOLE SHALL BE PLACED AT THE CORNER OF THE LOT WHERE PRACTICAL. 5. A 10' X 10' EASEMENT SHALL BE GRANTED TO THE CITY FOR ADDITIONAL FIBER INFRASTRUCTURE IF NEEDED. (HANDHOLES MAY BE WITHIN THIS AREA) 6. FIBER CONDUIT SHALL BE STUBBED -OUT TO THE EDGES OF DEVELOPING PROPERTY TO ALLOW FOR FUTURE FIBER OPTIC SERVICE TO ADJACENT PROPERTY AND TO PROVIDE PATHWAYS TO THE OVERALL SYSTEM. a. ALL EMPTY CONDUITS SHOULD BE PLUGGED AS CONSTRUCTION TAKES PLACE. b. INDIVIDUAL HOUSE/BUSINESS FIBER SERVICE LINES SHALL BE LABELED AND STUBBED -OUT TO LOTS ADJACENT TO NEW STREETS TO ELIMINATE THE NEED FOR FUTURE EXCAVATION WORK IN NEW STREETS. 6. DEVELOPERS SHALL BE RESPONSIBLE FOR INSTALLATION AND PURCHASE OF CONDUIT, DISTRIBUTION BOXES AND HANDHOLES FOR DIRECT BURY 4-WAY DURALINE 18MM/14MM TRACEABLE FUTUREPATH (OR EQUIVALENT FOR THE PROPOSED NEW DEVELOPMENT. 7. ACCEPTANCE OF THE FIBER CONDUIT ARE BASED IN THE FOLLOWING CRITERIA: a. BEDDING AND BACKFILLING OF TRENCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT CITY STANDARDS OR OTHERWISE SPECIFIED BY THE CITY ENGINEER. b. PERFORM ALL TESTING IN THE PRESENCE OF THE CITY ENGINEER OR HIS ASSIGNED AGENT. PLACEHOLDER FOR TESTING AND INSPECTION CHECKLIST ITEMS. c. A SIGNED "LETTER OF ACCEPTANCE" FROM THE CITY WILL BE REQUIRED PRIOR TO FINAL SURFACE RECONSTRUCTION. (I.E.:PAVING, LANDSCAPING, ETC.). 8. THE DEVELOPER WILL CONSTRUCT, THE CITY WILL OWN, AND THE CITY'S THIRD -PARTY NETWORK ADMINISTER WILL OPERATE AND MAINTAIN, THE FACILITIES WITHIN THE EASEMENTS OR RIGHTS -OF -WAY. GRADE TYPICAL 14" X 19" X 12" CARSON HDPE, OR 24" X 36" X 24" T22 DURALITE HANDHOLE, OR EQUIVALENT 4-WAY 18MM114MM TRACEABLE DURA-LINE FUTUREPATH OR EQUIVALENT FOR STANDARD CONDUIT STUB INTO ..� -_.� 4" GRAVEL FILL AT HANDHOLE BASE HANDHOLE WITH LARGE RADIUS BENDS owl GROUND ROD -ALL SPLICING LOCATIONS - GROUND FOSC AND TRACE TYPICAL HANDHOLE INSTALL HANDHOLE LID EVEN WITH GROUND LEVEI GROUND LEVEL—\ Il INSTALL' CRUSHED ROCK OR EQUAL. EXTEND ROCK A MIN. OF 6" BEYOND WALLS NOT TO SCALE 3/8" STAINLESS "XXX"FIBER HEX BOLT __—NAMEPLATE, OR }" s ® STAINLESS — HEX BOLT HHISHH2 TYPICAL LID DETAILS NOT TO SCALE HANDHOLEASSEMBLY W W SIZES (BOX AND COVER) DESCRIPTION SIZE (LxWxH) CARSON HOPE 14"X19"X14" DURALIGHT 24 "X-24" T22 'HAFO aS SHALL BE NEW BASIS PRO CTS OR EODAL ALTERNATE AS APPROVED BY CITY ENGINEER TYPICAL HANDHOLE INSTALLATION NOT TO SCALE C C I T Y O F REXBURG CTTYOFREXBURG BROADBAND DETAILS BOX AND COVER DETAILS BROADBAND BOX sheet �4/4/2�0=rTO L, A,, rjcn's Fnmllo Cmnmuu7ty TE i JOINT UTILITY 4-WAY... CONDUIT OR AS SPECIFIED 1F: FIELD BEND CONDUIT FOR HANDHOLE ENTRY i TRENCH PATHWAY TO HANDHOLE LOCATION � I J J... J I, r r• >' FIELD BEND '! CONDUIT FOR i.. HANDHOLE ENTRY NOTE: 4 WAY INSTALLATION CONTRACTOR TO FOLLOW MANUFACTURE'S SPECIFICATIONS FOR CONDUIT OR CONDUIT AND HANDHOLE INSTALLATION. JOINT \ �r'(�\\,� AS SPECIFIED SEE MANUFACTURERS SPECIFICATIONS TRENCH FOR MINIMUM CONDUIT BENDING SHELF RADIUS. Fvm Name god Addma Pm'ea N— md.Wdrtn N.Ptioo CITYOFREXBURG DETAILS CITY OF _ BROADBAND DETAILS REXBURG ENTRY AND TRENCH DETAILS 4/42022 Plot Scde 4ctl2 1 Amaim's F—dy C--uhl 1 = 2 AS NOTE 1