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HomeMy WebLinkAboutStandard Drawings/gEXBU� CITY OF .SHED �. REXBURG America's Family Community STANDARD DRAWINGS 2016 EDITION TABLE OF CONTENTS PAGE NO, SHEET TITLE I COVER SHEET 2 TABLE OF CONTENTS 3 ROAD CROSS SECTIONS 4 ROAD CROSS SECTIONS 5 UTILITY PLACEMENT 6 RESIDENTIAL CURB & GUTTER 7 COMMERCIAL CURB & GUTTER 8 STREET CUT DETAIL 9 PEDESTRIAN EMPHASIS OVERLAY LIGHTING 10 STREET LIGHT STANDARD 11 SINGLE TRASH ENCLOSURE 12 DOUBLE TRASH ENCLOSURE 13 4" & 1 " WATER METER DETAIL 14 12 - 2" WATER METER DETAIL 15 3" - 6" WATER METER DETAIL 16 INFILTRATOR DETAIL ;V\ NORMAL ICALRESIDENTIALOW STREETrYP �411Q� (2,21 (CUL-DE-SACSE&IVERYALDWTRRAFFIC VOLUME) RESIDENTIAL CpLLEC TppEET 6' BUSINESS 6 HIGH ➢ENSITY RESIDENTIAL STREET F`i1�Ui (ut �0P`.irVW1,•i AA V/mINOR ARTERIAL STREET TYPICAL SECTION 5 F. m.w w w xmzs w emir. mz. MINOR ARTERIAL STREET WITH BIKE PATH uFr V/mINOR ARTERIAL STREET TYPICAL SECTION 5 F. m.w w w xmzs w emir. mz. MINOR ARTERIAL STREET WITH BIKE PATH AW T PlM11gt PAY➢ENI mIMI1M BCW - 3/P A . MSE OWLL A ba m Plni fAAA[ Gw xA1 V m MAJOR ARTERjA_L_�REET TYPICAL LANDSCAPE SECTION Tyr l (CAL $LCTT 1K (DRIVEWAY IN DEPTNI : 1/{' PER MANDATORY STORM WATER STORAGE AREA EACH SIDE OF APPROACH ($U, s.vlmO R DESIGN REOOIRED FOR APPROVAL CHIP SEAL m11- 6 Wea 1 f \\ V \\\f �2Y ABPIW.T PLNIPAVEI4NT \`®3 IT/E%2'A S/3/4' ACANTHOR AT MSE Y OtAN11LM BOROW DE FABRIC PEIDW AND W SIDES R IRA R ID NTIAL ? (RR2) � / TYPSCAL STfZEET"-jEC7jC1� v MINOR ARTERIAL STREET TYPICAL SECTION 9 PX ]UAE MINOR ARTERIAL STREET WITH BIKE PATH 6' 1/{' PER BORROV LATER 1 SIDE Of, W FAROC I AND W SO.$ rARRc m AN. V SIMS MEN IF AW T PlM11gt PAY➢ENI mIMI1M BCW - 3/P A . MSE OWLL A ba m Plni fAAA[ Gw xA1 V m MAJOR ARTERjA_L_�REET TYPICAL LANDSCAPE SECTION Tyr l (CAL $LCTT 1K (DRIVEWAY IN DEPTNI : 1/{' PER MANDATORY STORM WATER STORAGE AREA EACH SIDE OF APPROACH ($U, s.vlmO R DESIGN REOOIRED FOR APPROVAL CHIP SEAL m11- 6 Wea 1 f \\ V \\\f �2Y ABPIW.T PLNIPAVEI4NT \`®3 IT/E%2'A S/3/4' ACANTHOR AT MSE Y OtAN11LM BOROW DE FABRIC PEIDW AND W SIDES R IRA R ID NTIAL ? (RR2) � / TYPSCAL STfZEET"-jEC7jC1� v MINOR ARTERIAL STREET TYPICAL SECTION 9 PX ]UAE MINOR ARTERIAL STREET WITH BIKE PATH 6' 1/{' PER BORROV LATER 1 SIDE Of, W FAROC I AND W SO.$ rARRc m AN. V SIMS 5' SIDEWALK 1/2' PREFORMED EXPANSION JOINT (TYP.) 1112 TRANSITION SLOPE (TYP AT — RAMP LOCATION) SINGLE DIRECTION DEPRESSED ACCESS NDTEi 12' OF GRANULAR BORROW BENEATH CURB NOT SHOWN FOR CLARITY. /2. SIDEWALK RAISED 1/4' "12'(x" ABOVE CURB. 1/4' TOOLED RADIUS I I CORNER TD 2'R HAVE TOOLED 1/4' RA — � RADIUS. :o ri e' Y 2'-6' 3'R STANDARD CURB AND GUTTER SECTION r 1/4' TOOLED RADIUS DRIVEWAY RAISED 1/4' ABOVE CURB, CORNER TO HAVE 1/4' TOOLED RADIUS. 2' 4 d i . 4. _t 3'R m 8' RESIDENTIAL DRIVEWAY CURB AND GUTTER SECTION 5' SIDEWALK (TYP,) 7' LANDSCAPE STRIP (TYP). 4'X5' AREA 27 MAX SLOPE ALL DIRECTIONS (TYP) 4'x2' TRUNCATED CURB AT FRONT OF DOME DETECTABLE ACCESS FLUSH WARNING PANEL TYPICAL EACH RAMP WITH GUTTER (TYP) TWO DIRECTIONAL DEPRESSED ACCESS NO. 4 REBAR 12. ON CENTER BOTH WAYS 'SIE 4.-0" VALLEY GUTTER SECTION (NO SCALE) CROSS DRAIN DETAIL Lar 5' MINIMUM BETWEEN 1/2" Preformed CONTROL JOINTS TYP. Expansion Joint Filler TrvneRion Slope Bock of Walk —""""" Fully Depressed Section DRIVEWAY (LANDSCAPE STRIP) E 5' MINIMUM BETWEEN CONTROL JOINTS TYP. TRANSITION SLOPE 1:12 MAX. SLOPE 1/2' Prefornsd (TYP-) FUTURE OR NG SIDEWALK _..__--_ Sidewalk Expansion Joint Filler Sidewalk facape Strip 0 Loodsosps Strip —""""" Fully Depressed Section DRIVEWAY (LANDSCAPE STRIP) E 5' MINIMUM BETWEEN CONTROL JOINTS TYP. TRANSITION SLOPE 1:12 MAX. SLOPE TRANSITION "•,'•`^^' ^""^ - .uw asrsesseu SLcnoN DRIVEWAY (SIDEWALK) (NOT ALLOWED WHERE ADEQUATE RIGHT-OF-WAY IS AVAILABLE FOR A UTILITY STRIP - SEE NOTE 7) a -o 6 -u- N Int Preformed Expansion Joint Filler (TYP.) RESIDENTIAL DRIVEWAY NOTES: 1. 6" of Granular Fill in Valley and 12" of Granular Fill on hill locations (see ISPWC Standard Specifications Section 801 @ 802) shall g required under all sidewalks. 12" of granular fill shall be required under all curbing. Any alternate depth including naturally occurring granular base material encountered must be approved by the City Engineer. 2. All concrete shall be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer. (See ISPWC Section 703) 3. Standard sidewalk width is 5 foot w/ broom finish. Cross elope is a maximum of 1/4" per foot to street. 1:12 elope maximum in direction of travel. 4. Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. 5. All concrete shall be 6 bag Portland cement with Lithium or pre -approved ASR mitigation and 3A; to 5% entrained air. 6. Where curb h gutter is not present, asphalt must be sawcut to allow for smooth transition. 7. Removal and Replacement of curb and gutter, asphalt must be sawcut min 6" and replaced. 8. Control joints shall be placed no further than five (5) feet apart. CITY OF OF i; CRUSH REXBURG w .. America's Family Community tete nemesm Amm CITY OF REXBURG SIDEWALK CURB & GUTTER DRIVEWAY RESIDENTIAL STANDARD DETAD S d (TYP-) FUTURE OR NG SIDEWALK 2X MAX CROSS SLOPE n TRANSITION "•,'•`^^' ^""^ - .uw asrsesseu SLcnoN DRIVEWAY (SIDEWALK) (NOT ALLOWED WHERE ADEQUATE RIGHT-OF-WAY IS AVAILABLE FOR A UTILITY STRIP - SEE NOTE 7) a -o 6 -u- N Int Preformed Expansion Joint Filler (TYP.) RESIDENTIAL DRIVEWAY NOTES: 1. 6" of Granular Fill in Valley and 12" of Granular Fill on hill locations (see ISPWC Standard Specifications Section 801 @ 802) shall g required under all sidewalks. 12" of granular fill shall be required under all curbing. Any alternate depth including naturally occurring granular base material encountered must be approved by the City Engineer. 2. All concrete shall be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer. (See ISPWC Section 703) 3. Standard sidewalk width is 5 foot w/ broom finish. Cross elope is a maximum of 1/4" per foot to street. 1:12 elope maximum in direction of travel. 4. Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. 5. All concrete shall be 6 bag Portland cement with Lithium or pre -approved ASR mitigation and 3A; to 5% entrained air. 6. Where curb h gutter is not present, asphalt must be sawcut to allow for smooth transition. 7. Removal and Replacement of curb and gutter, asphalt must be sawcut min 6" and replaced. 8. Control joints shall be placed no further than five (5) feet apart. CITY OF OF i; CRUSH REXBURG w .. America's Family Community tete nemesm Amm CITY OF REXBURG SIDEWALK CURB & GUTTER DRIVEWAY RESIDENTIAL STANDARD DETAD S 5' SIDEWALK <TYP.) 1/2' PREFORMED EXPANSION JOINT (TYP.) 1,12 TRANSITION SLOPE (TYP AT — 4'x2TRUNCATED CURB AT FRONT RAMP LOCATION) DOME DETECTABLE WARNING PANEL OF ACCESS FLUSH TYPICAL EACH RAMP WITH GUTTER SINGLE DIRECTION DEPRESSED ACCESS 1/2' TOOLED RADIUS TOOLED RADIUS ABOVE CURB. CORNER TO HAVE 1/4' TOOLED RADIUS. B4 REBAR EVENLY SPACED OORNER TO HAVE 1/4' TOOLED RADIUS. — � 4 e.�•p ' x ' 1 R o �B COMMERCIAL DRIVEWAY CURB AND GUTTER SECTION 5' SIDEWALK (TYPJTR ) 7' LANDSCA 4'X5' AREA 2XALL DIREC 4'x2' TRUNCATED L CURB AT FRGNT OF- DOME FDOME DETECTABLE ACCESS FLUSH WARNING PANEL WITH GUTTER (TYP) TYPICAL EACH RAMP TWO DIRECTIONAL DEPRESSED ACCESS NO. 4 REBAR 12. ON CENTER BOTH WAYS 6' OF %4' CRUSH VALLEY GUTTER SECTION (NO SCALE) CROSS DRAIN DETAIL 1/2" Preformed Sidewalk Expansion Joint Filler Landscape Strip Fully Section y2" Preformed (pansion Joint Filler .._.—_—...___Bock of Walk Back Sidewalk i N Landecape Strip NOTE: RADIUS TO FOLLOW ORDINANCE 1063 SUBSECTION D103.3 COMMERCIAL & MULTI -FAMILY DRIVEWAY R/W Una (Commercial) 'v 3 pp4 Rebore Evenly Spaced Vor Sidewalk - 9 In Non -Extruded Curb Sea Note 3 2 15 Landscape Strip Note, (Residential does 'a lv not require rebar 1/4"/Ft. max. Slope reinforcement ) —Slope N Re aired � � � �a 0 1:+ z 6 See Note /1 Commercial) 4 Rebar 18" on Center Both Ways SECTION BB6 Note' (Residentlal does not require rebar reinforcement) NOTES: 1. 6" of Granular Fill in Valley and 12" of Granular Fill on hill locations (see ISPWC Standard Specifications Section 801 & 802) shall be required under all sidewalks. 12" of granular fill shall be required under all curbing. Any alternate depth including naturally occurring granular base material encountered must be approved by the City Engineer. 2. All concrete shall be cured with a curing compound as specified In the Standard Specifications or as directed by the City Engineer. (See ISPWC Section 703) 3. Standard sidewalk width is 5 foot w/ broom finish. Cross slope is a maximum of 1/4" per foot to street. 1:12 slope maximum in direction of travel. 4. Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. 5. All concrete shall be 6 bag Portland cement with Lithium or pre -approved ASR mitigation and 3% to 5% entrained air. 6. Where curb & gutter is not present, asphalt must be sowcut to allow for smooth transition. 7. Removal and Replacement of curb and gutter, asphalt must be sawcut min 6" and replaced. rid Add. CITY OF REXBURG �Vl&- Amcr(ca's Family Community N ,act Nameand Addrua CITY OF REXBURG SIDEWALK CURB & GUTTER DRIVEWAY COMMERCIAL & MULTI -FAMILY STANDARD DETAILS ut v I 3'P STANDARD CURB AND GUTTER SECTION NOTEi 12' OF GRANULAR BORROW BENEATH CURB NOT SHOWN FOR CLARITY. TOOLED RADIUS ABOVE CURB. CORNER TO HAVE 1/4' TOOLED RADIUS. B4 REBAR EVENLY SPACED OORNER TO HAVE 1/4' TOOLED RADIUS. — � 4 e.�•p ' x ' 1 R o �B COMMERCIAL DRIVEWAY CURB AND GUTTER SECTION 5' SIDEWALK (TYPJTR ) 7' LANDSCA 4'X5' AREA 2XALL DIREC 4'x2' TRUNCATED L CURB AT FRGNT OF- DOME FDOME DETECTABLE ACCESS FLUSH WARNING PANEL WITH GUTTER (TYP) TYPICAL EACH RAMP TWO DIRECTIONAL DEPRESSED ACCESS NO. 4 REBAR 12. ON CENTER BOTH WAYS 6' OF %4' CRUSH VALLEY GUTTER SECTION (NO SCALE) CROSS DRAIN DETAIL 1/2" Preformed Sidewalk Expansion Joint Filler Landscape Strip Fully Section y2" Preformed (pansion Joint Filler .._.—_—...___Bock of Walk Back Sidewalk i N Landecape Strip NOTE: RADIUS TO FOLLOW ORDINANCE 1063 SUBSECTION D103.3 COMMERCIAL & MULTI -FAMILY DRIVEWAY R/W Una (Commercial) 'v 3 pp4 Rebore Evenly Spaced Vor Sidewalk - 9 In Non -Extruded Curb Sea Note 3 2 15 Landscape Strip Note, (Residential does 'a lv not require rebar 1/4"/Ft. max. Slope reinforcement ) —Slope N Re aired � � � �a 0 1:+ z 6 See Note /1 Commercial) 4 Rebar 18" on Center Both Ways SECTION BB6 Note' (Residentlal does not require rebar reinforcement) NOTES: 1. 6" of Granular Fill in Valley and 12" of Granular Fill on hill locations (see ISPWC Standard Specifications Section 801 & 802) shall be required under all sidewalks. 12" of granular fill shall be required under all curbing. Any alternate depth including naturally occurring granular base material encountered must be approved by the City Engineer. 2. All concrete shall be cured with a curing compound as specified In the Standard Specifications or as directed by the City Engineer. (See ISPWC Section 703) 3. Standard sidewalk width is 5 foot w/ broom finish. Cross slope is a maximum of 1/4" per foot to street. 1:12 slope maximum in direction of travel. 4. Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. 5. All concrete shall be 6 bag Portland cement with Lithium or pre -approved ASR mitigation and 3% to 5% entrained air. 6. Where curb & gutter is not present, asphalt must be sowcut to allow for smooth transition. 7. Removal and Replacement of curb and gutter, asphalt must be sawcut min 6" and replaced. rid Add. CITY OF REXBURG �Vl&- Amcr(ca's Family Community N ,act Nameand Addrua CITY OF REXBURG SIDEWALK CURB & GUTTER DRIVEWAY COMMERCIAL & MULTI -FAMILY STANDARD DETAILS MATCH EXISTING ASPHALT THICKNESS (UP TO 4" WITH 2.5" MIN) 4" OF 3/4" CRUSHED 36" FLOW—ABLE FILL ® FINISHED EDGES ARE TO BE SAW FINISH GRADE NTS LEGEND 1Q 12" (MIN) OR LOCAL CUT BACK REQUIREMENTS TYPICAL BOTH SIDES O SURFACE REPAIR WIDTH. (1/2 OF TRENCH DEPTH ALLOWED PER SIDE — MAXIMUM.) 3Q EXISTING SURFACE. ® EXISTING BASE. 6O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. © TRENCH BACKFILL PER SECTION -306. 7O VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. BO PIPE BEDDING TYPE III 9O FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND STABILITY (PER SECTION -304). ® UNDISTURBED SOIL (TYP). Q7 SURFACE REPAIR AS SHOWN. © LOWER COMPACTION ZONE. © UPPER COMPACTION ZONE ® FLOW—ABLE FILL UNLESS OTHERWISE APPROVED BY CITY ENGINEER CITY OF REXBB,URG America's Family Community NOTES QA TRENCH EXCAVATION PER SECTION -301. QB BACKFILL AND COMPACTION CLASS A-1 rra�at name aria naaessname aria naaess CITY OF REXBURG STANDARD DETAIL PLOWABLE FILL TRENCH DETAIL c+ 0 m c o a ao o Oc 0 0.:0 Oi 0000. O:Yo-,v..,o� 6" MIN aai -12"MIN ca . SYDE O NTS LEGEND 1Q 12" (MIN) OR LOCAL CUT BACK REQUIREMENTS TYPICAL BOTH SIDES O SURFACE REPAIR WIDTH. (1/2 OF TRENCH DEPTH ALLOWED PER SIDE — MAXIMUM.) 3Q EXISTING SURFACE. ® EXISTING BASE. 6O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. © TRENCH BACKFILL PER SECTION -306. 7O VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. BO PIPE BEDDING TYPE III 9O FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND STABILITY (PER SECTION -304). ® UNDISTURBED SOIL (TYP). Q7 SURFACE REPAIR AS SHOWN. © LOWER COMPACTION ZONE. © UPPER COMPACTION ZONE ® FLOW—ABLE FILL UNLESS OTHERWISE APPROVED BY CITY ENGINEER CITY OF REXBB,URG America's Family Community NOTES QA TRENCH EXCAVATION PER SECTION -301. QB BACKFILL AND COMPACTION CLASS A-1 rra�at name aria naaessname aria naaess CITY OF REXBURG STANDARD DETAIL PLOWABLE FILL TRENCH DETAIL VARIES (7' MIN) 1 8' WALK K GCF R2 MVOLT VDB/ESPX-20-S5 FINISH ANDB W W W W W W W W W WLAA)SCAftSTAIP W W W W W W W W W W W W W W W W $' WALK 100' MAX SPACING CITY OF REXBURG Anrerica's Family Community ol Pm,ect Name and Address CITY OF REXBURG PEDESTRIAN EMPHASIS OVERLAY STREETLIGHTS STANDARD DETAILS STREET LIGHTING NOTES MATERIALS SUPPLIED BY CONTRAC COBRA NON—DECORATIVE STREET LIGHT POLE: HAPCO No. RTA 30D8B4TlE. LUMINAIRE: AMERICAN ELECTRIC LIGHTING ATBO 20BLEDE 10 MVOLT R3 P7 AO Streetlight Point -of -Disconnect Diagram Transformer or secondary box ANTIQUE DECORATIVE STREET LIGHT POLE' EHL22/FT/63LED525MA/4K/GCF/MVOLT/R2/ANDB/ EAES-1/ 4 m'n Customer provided junction box EPSX-20—S5 10' max I (or pedestal) with disposable lock SINGLE POLE NON—BREAKAWAY CONNECTOR KIT, FUSED IN—LINE. TO BE BUSSMAN MFG. HES + SERIES OR APPROVED EQUAL. Supply cable Minimum Depth Pad box depth } per NEC (300.5) 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. 7790ESS 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. 1" min. conduit by customer L Recommended fuse by manufacturer I or other means of disconnect I I I I I Rocl y Mountain Powery Customer ownership I ownership I I I 4' min. I Customer provided junction box I O' max I r (or pedestal) with disposable lock JUNCTION BOX NORDIC NO. PHHZ-161912—MG. MUST BE POSITIONED IN LANDSCAPE AREA.(NO HARD I II I III Supply table depth ` Minimum Depth SURFACES) per NEC (300.5) CONDUIT 1" MINIMUM W/ RIGID LONG SWEEP ELBOWS UNLESS CURRENT ELECTRICAL CODE REQUIRESI I I -J LI" min. conduit by customer L Recommended fuseby manufacturer LARGER CONDUIT. or other means of disconnect GROUND ROD IN FIRST POINT OF DISCONNECT (J—BOX LOCATED WITHIN 10' OF UTILITY POWER) ONE MINIMUM 8' IN LENGTH GROUND ROD TO BE INSTALLED WITHIN J—BOX WITH A MINIMUM 06 AWG GROUNDING ELECTRODE CONDUCTOR AND APPROVED CLAMP. WIRING 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 # 1-7—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. NA MATERIALS SHEET NTS 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 vidnity of Rocky Mountain Power facilities ■ Ensuring that construction of new or remodeled installations conform to applicable provisions of the NEC State Rules, as well as city and county codes Rocky Mountain Power is responsible for: ■ Installing and connecting wim from Rocky Mountain Power facilities to the point of disconnect. F -- POINT OF DISCONNECT DETAIL D I NTS CITY OF REXBURG America's Fandly Community CITY OF REXBURG STREET LIGHT ELECTRICAL STANNDARD DETAILS 19-2" 9'-2" h 1 1' IIP P� ��, . I•p:� 1 '�'VI_ ,I1.w -IN; N'lip] MIMAIM Y-11" SCHEDULE 404"0 BOLLARDS 4!-0" ABOVE GROUND Y -O" BELOW GROUND SET IN CONCRETE ('M 3 PLACES) T -V PLAN VIEW SCALE: 3/4"= l -W 1'-11" B HIGH SOLID PRIVACY PENCE, MUST / BB ATPACBM TO CONCREM PAD AS / APPROVED BY CITY ENORMER ° ° 4 ° ° a 4 c e CONCRETE PAD, e 4 6 C ° I o o` o � ° n 4 .n ° 0 e c 0 ° h 1 1' IIP P� ��, . I•p:� 1 '�'VI_ ,I1.w -IN; N'lip] MIMAIM Y-11" SCHEDULE 404"0 BOLLARDS 4!-0" ABOVE GROUND Y -O" BELOW GROUND SET IN CONCRETE ('M 3 PLACES) T -V PLAN VIEW SCALE: 3/4"= l -W 1'-11" B HIGH SOLID PRIVACY PENCE, MUST / BB ATPACBM TO CONCREM PAD AS / APPROVED BY CITY ENORMER 17-ir 1 SCHEDULE 40 - 4"0 BOLLARDS 4'-0" ABOVE GROUND 3'-0" BELOW GROUND SET IN CONCRETE (TYP4PLACES) NOTE. IF ENCLOSURE HAS FRONT, rr MUST P-0 V Id".. U S , I"Y.T S ECVV4,. 1S LdiA SIE SCALE. 1-1/i" Ism' G HIGH SOLID PRIVACY PENCE. MUST BE ATTACHED TO CONCRETE PAD AS APPROVED BY CTTY ENGMEBR a L�UNqMTIB PAD n ` C li n C G L � " , p C < a adi a � W C p o - 4 � a" u p n 4 1 SCHEDULE 40 - 4"0 BOLLARDS 4'-0" ABOVE GROUND 3'-0" BELOW GROUND SET IN CONCRETE (TYP4PLACES) NOTE. IF ENCLOSURE HAS FRONT, rr MUST P-0 V Id".. U S , I"Y.T S ECVV4,. 1S LdiA SIE SCALE. 1-1/i" TOUCH READ BUTTON METER –\ METAL METER SUPPORT (6"- 8" UNDER METER) SPRINKLER CONNECT SUPPLIED BY OWNER (IF APPLICABLE — SEE DETAIL A) STRAP SERVICE LINE TO METER SUPPORT - 20" X 48" POLY BARREL 20" RING AND COVER W/ TOUCH READ HOLE - SERVICE LINE LID & COVER (FINAL ELEVATION TO BE WITHIN +/- 2" OF FINISH GRADE) FINISHED LAWN GRADE "v (SEE NOTE #13) GALVANIZED PIPE, CONNECT TO METER & ANGLE METER VALVE W/APPROXIMATE FITTINGS SIDE— BALL IDE— BALL TYPE CORPORATION AND CURB STOP ADAPTER, POLY -BY -FEMALE METAL PIPE RATED AT 300 PSI NCNB" WORKING PRESSURE. CROSS SECTION OF METER 3/4" & I" WATER SERVICE CONNECTION SCALE: NO SCALE METER ANGLE STOP WRAP PIPIN TO PREVEN" CORROSION METER SLIP NUT BALL VALVES VG CURB STOP INSIDE METER BARREL (DO NOT COVER) DETAIL A (1) GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH DUCT 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 30CITY TO SUPPLY PLUMBING PARTS AFTER CURB STOP TO ANGLE NST 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. SQMETER 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 RT INGS ARE REQUIRED. BARBED FITTINGS AND HOSE CLAMPS ARE NOT APPROVED FOR WATER LINES IN THE CITY OF REXBURG. ONLY THE WATER METER, CURB STOP AND SPRINKLER LINE CONNECTION ARE ALLOWED IN THE METER BARREL. 9Q SPRINKLER CONNECTION IS REQUIRED TO COME FROM INSIDE THE RESIDENCE OR IS REQUIRED TO BE INSTALLED ACCORDING TO THE ILLUSTRATION PROVIDED.(SEE DETAIL, 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 THE WATER DEPARTMENT. COPPER JOINTS UNDER ASPHALT OR CONCRETE ARE REQUIRED TO BE BRAZED. FINAL OCCUPANCY WILL NOT BE GIVEN IF THE ABOVE REQUIREMENTS ARE NOT MET. METER TO MAIN No. 12 COPPER FINDER WIRE MIN. METER TO BUILDING No. 18 COPPER FINDER WIRE MIN. 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