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Home My WebLink AboutC-8.1 Detail Sheet 1 MERIDIAN CITY APPROVAL DM 11 R-o-w Partners CONNECTOR VARIES SOUTH &WEST NORTH & EAST VARIABLE 10' 5' 7' VARIABLE z LOCATING WIRE 2815 East 3300 South, Salt Lake City, UT 84109 MARKER POST 1� 801 305-4670 www.edm artners.com (DO NOT INSTALL EXTEND MARKER AND PAINT 3 AT HYDRANTS) z_ SEWER — FLUORESCENT GREEN z FLUSH MOUNT WATER — FLUORESCENT BLUE TEST STATION o RECYCLED — FLUORESCENT PURPLE o j GROUNDING ROD 1' MIN, I I , 30" MINIMUM DEPTH STORM AND 4' MINIMUM COVER MAX, 2" MIN, 1' 2 MAX. POWER AND COMMUNICATION SANITARY WATER AND GAS I PLAN VIEW FINISH CABLES AND CABLE TV. SEWERS GRADE f TELEPHONE 21' S&W (t2') WATER 10'-18' N&E 10SCALE: 1" = 80' POWER 23' S&W (t2') (4' OFF LIP OF GUTTER) SIGNAL 19' S&W GAS 23'-25' N&E STREETLIGHT 18' S&W URBAN ` LOCATE STATION Q 40 $Q 160 240 CABLE TV — I 2" x4" OR PROVIDE LENGTH OF WIRE TO 3 DIAMETER �' OWNER: ALLOW LOOP AT LEAST 24" I POLE MARKER THREE-6 DIA. ABOVE GROUND COILS Dawson Ranch, LLC 2" x 4" OR 6865 S. Pemberley Pl. SOUTH &WEST NORTH & EAST WIRE GROUNDING POLEIAMETER MARKER Meridian, ID 83642 VARIABLE 10' 5' 7' VARIABLE 12 GAUGE Contact:Jarron Langston GALVAIZED WIRE; STAPLE NTO BOTTOM, Phone: (208)724-6239 TOP AND BETWEEN. CONNECTOR I + I I ' MAGNESIUM GROUNDINGTIGHT 1 STORM AND i LOCATING WIRE ANODE PLUGRHT OR GC P PLUGROR CAP NOTES: SANITARY WATER 1. This drawingis considered preliminary unless 30" MINIMUM DEPTH SEWERS � SEWER p y 5' MINIMUM COVER POWER AND COMMUNICATION WATER AND GAS SERVICE SERVICE affixed with a municipal approval or CABLES AND CABLE TV. WATER MAINP PIPE PIPE accompanied by a separate approval document. RURAL i 2. All sanitary sewer improvements shall conform with the standards and specifications of the City of Meridian. NOTES 1/4"/FT. MIN. SLOPE 3. All culinary water improvements shall conform 1, FLUSH MOUNT TEST STATION SHALL BE COLORED BLUE FOR POTABLE WATER, PURPLE FOR RECLAIMED (MIN SLOPE 1/8"/FT. STANDARD WATER AND with the standards and specifications of the GENERAL NOTES WATER, GREEN FOR SEWER AND ORANGE FOR COMMUNICATIONS. WITH OWNER APPROVAL) RECYCLED WATER City of Meridian. 1. THE CITY OF MERIDIAN REQUIRES WATER MAINS TO BE PLACED 4' OFF OF LIP OF 2. MARKER POST SHALL BE FIBERGLASS WITH POLYTECH COATING COLORED BLUE FOR POTABLE WATER, SERVICE MARKER 4. All improvements in the public right of way CURB. PURPLE FOR RECLAIMED WATER, GREEN FOR SEWER AND ORANGE FOR COMMUNICATIONS. STANDARD SEWER shall conform with the standards and 2. THIS LOCATION STANDARD SHALL BE USED IN ALL UNDERGROUND CONSTRUCTION 3. PLACE LOCATING WIRE IN 1"0 POLYETHYLENE I.P.S CLASS 200 OR STRONGER PIPE. SERVICE MARKER UNLESS EXISTING CONDITIONS DO NOT PERMIT. specifications O the Ada County Highway 4. MAINTAIN AT LEAST 40 INCHES OF COVER OVER LOCATING WIRE UNTIL WITHIN 3 FEET OF LOCATE District (ACHD) and the Idaho Standards For 3. WRITTEN PERMISSION FROM ANY UTILITY IS REQUIRED IF THEIR CORRIDOR IS INFRINGED UPON. STATION. Public Works Construction ACHD Supplement 4. PRESSURIZED IRRIGATION MUST BE OUTSIDE PUBLIC RNV EXCEPT FOR CROSSINGS 4. LOCATING WIRE AND GROUNDING WIRE SHALL BE CONNECTED TO LOCATING PLATE TERMINALS ON (ISPWC-ACHD). WHICH MUST BE INSTALLED AT A MAXIMUM DEPTH OF 2'-6"IN AN AWWA C-900 PIPE TERMINAL BOARD. S. All private improvements shall conform t0 Idaho SLEEVE.THE PUBLIC WORKS DEPARTMENT MUST INSPECT ALL CROSSINGS PRIOR Standards For Public Works Construction TO BACKFILL (ISPWC) standards and specifications. REVISED MARCH 2O22 6. Contractor to field locate and verify the REVISED2013 CITY of MERIDIAN STANDARD DRAWING No. horizontal and vertical location of all utilities SUPPLEMENTAL UTILITY MAIN LOCATE STANDARD DRAWING NO. prior to beginning work. CITY OF MERIDIAN STANDARD DRAWING NO, CITY OF MERIDIAN P g• g SUPPLEMENTAL UNDERGROUND UTILITY SPECIFICATIONS SPECIFICATIONS //�' TO THEIDAHOSTANDARDSFOR STATION DETAIL 5 SUPPLEMENTAL TO THEIDAHOSTANDARDSFOR LOCATION STANDARDS G PUBLIC WORKS CONSTRUCTION SPECIFICATIONS STANDARD SERVICE MARKERS SW3 PUBLIC WORKS CONSTRUCTION 111 TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SURVEYOR COMPASS LAND SURVEYING PLLC I 623 11TH AVE SOUTH NAMPA, ID 83651 (208)608-2510 CONTACT: POLE TYPE X Y D E N/ HOOPS RODS (S) RICHARD GRAY, PLS NO. SIZE LIN.FT NO. SIZE LIN. FT �� 11 GA.TAPERED STEEL ` " " " 11" LANDSCAPE ARCHITECT END O.D.OF 2-3/8" „ , , MINIMUM ALLOWABLE WIRE SIZES AWG WITH 3°RISE TYPE 1 -30 24 60 10/2 11/2 4 #4 21 6 #4 36 TYPE ICOBRAHEAD TYPE2-SHOEBOX HISTORICAL 8" ? , „ „ " " - VOLTAGE AWG(MIN) VOLTAGE AWO(MIN) VOLTAGE AWO(MIN) ! STACK ROCK GROUP TYPE 1 -35 " „ �I ° 1 120 4 120 6 120 10 PROVIDE RAIN ? 30 84 10/2 11 11Y 6 #4 41 6 #6 39 —'�.-_._._ . I Zoe 6 206 NOT ALLOWED 206 10 I 404 S. 8TH ST., SUITE 154 TIGHT CAP- FUSED "IN LINE" TYPE WIRE CONNECTOR BOISE, ID 83702 MIN.O.D.AT TOP 4" TYPE 2 24" 60" 8 9 8" 4 #4 21' 6 #4 27' 240 10 24o NOT ALLOWED 240 10 „ u , , MODEL SEC 17G1—SF OR APPROVED EQUAL 277 NOT ALLOWED 277 NOT ALLOWED 277 NOT ALLOWED R HISTORICAL 24 60 12' , 13' N/A 4 #4 21 6 #4 27 480 NOTALLOWED 480 NOTALLOWEO 480 NOT ALLOWED (208)716 4787 DAVIT 24" 1 72" 10/2' 11" 11Y2' 5 #4 31'4" 1 8 #5 1 44' 'MAX.RUN LENGTH-2500' 'MAX.RUNLENGTH-1600' •MAX.RUN LENGTH-10O' I CONTACT: II 'MAX.RUN LENGTHS FROM SERVICE POINT TO FARTHEST STREET LIGHT BEING SERVED BY I (LA)JESSE BUSTER g" 5116" I ANCHOR BOLT SIZES AND LOCATION THE SYSTEM SHALL NOT EXCEED SPECIFIED DISTANCE I PER MANUFACTURERS 3/4" SPECIFICATIONS SEE ATTACHMENT --I I DETAILS CONDUIT LEVELING APPROVED FOR CONSTRUCTION: HEIGHT4" NEC APPROVED CONNECTOR 5„ _ _ � _ NUT FOR NEUTRAL WIRE,IF USED 1 These plans are valid for construction only with the Ili III III 7e '11-III VIIL 1"MAX.GAP,—ice NEC APPROVED I O.D.AT MAST II r =1I DONOTGROUf ,,; ;,,,,, ;,; ,,••,:, signature of the design engineer on the line below. ARM BASE 1/2"THICK ;r, ;• �!' ..IJ; ,,i- dr CONNECTOR ONDING 3-11/16" GUSSETS ,'.'' HANDHOLE i g g g 1/2"x 6"P,V.C.CONDUIT SEE SCHEDULE i SLEEVE-FILL TOP 2"WITH 1" FOR HOOPS AND TYPE 2 AND HISTORICAL 3 INSTALL SILICONEGROUT 10 AWG.MIN.WIRE SIZE SERVW _� CE VERTICAL BARS POLE BASE DETAIL CABINET TOOM FUSE FXTURECONNECTOR I Approved Date RIGID PLASTIC 1 SEE MIN.ALLOWABLE Ph U I CONDUIT EE� I FOR TYPE 1 J-BOX REQUIRED WITHIN 3 FEET WIRE SIZES TABLE Z 6 AND OF ANY POLE WHEN DISTANCE W j " I W ! HISTORICAL TO CABINET OR FUSED 60 FEET OR GREATER J•BOX 19 `I = 3-5/8"NC x 1-314" _ I a i (D LONG HEX CAP 2 CHASE EDGES)WIRE w y coy"--11-- J II HANDHOLE REINFORCED WITH STREET LIGHTS SCREWS TAP ` ( ? y"NC NO. GAUGE RING i 3"CLEARANCE ¢ oNA L F ti POLE PLATE m SQ.NUT FOR 1-1/2"WIDE WELD TO OUTSIDE CONDUITHEIGHT4' N��A ,4 GROUND OF POLE COVER OF 11 GAUGE N GROUNDING PLATE POWER '!, J-BOX FOR I BOX ,. N NEC APPROVED r,. JUNCTION I ..a •. .;. '• II I—.,II'_ i%•" F I I I. INSTALL _I .e C� CONNECTOR GALV,HOLD DOWN COMPANY I NUT&WASHER SERVICE 3' TYPE2 - •p 14176 MAX STREET i=� •e v v -- LIGHTS - a e• N 12/19/24p 2 MIN,TO 4 MAX. _. _....._... '' _� I '. '• n � � 44 / c-! 4"X 6y" M ; 3°CLEARANCE THREADS L � __?.-........._..�•' .-� 2 _...._. OF � i v REINFORCED I I __.__._.._ `.. �Rp e. � i 2"MAX.GAP ! R . HAND HOLE BASE WIDTH"x" DO NOT GROUT E i MIN. O.D.AT GALVANIZED Y I MIN.SCH.40 i'MIN.SCH.40 2 BASE 8" ATTACHMENT DETAILS LEVEL NUT PVC CONDUIT PVC CONDUIT `' '•`•. ��;'�' AND WASHER TYPE 1 AND DAVIT POLE Keep West BASE DETAIL CONTHENEXT �t '�' p: O r tiC j; (DOWNSTREAM) �e _ •'+ ••• . ,e STREET LIGHT IN '.a•• e,�, • ,p• THE SYSTEM Lc3'1M''�" "W" GENERAL NOTES: GROUND ROD(Par NEC •�'' Subdivision N SEE BASE DETAILS it A Anic[a250-Grounding , 1 c?••nti 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE Bonding Per A dale GROUND USE •,'�• 4 STRENGTH OF 3,000 PSI. 30-Service) #10 CU MIN. GENERAL NOTES: "E" 2, ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF .r Detail Sheet 1 m CONCRETE FOUNDATION. °'• NEC APPROVED 3• HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM 1. MATERIALS AND CONSTRUCTION •,,4•; ••-, t GROUNDING ••'+ . : r!. SHALL CONFORM TO AASHTO "°" CONNECTOR 4, BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD A STANDARD SPECIFICATIONS FOR STANDARD DRAWING 1-7-C. PROJECT: >s Nominal M H L R H Actual M H STRUCTURAL SUPPORTS FOR BOLT DIA.+Y4" 5. TYPE 1,TYPE 2 AND DAVIT POLE TO BE PROVIDED WITH METAL,2-PIECE BASE DRAWN BY: CRS W HIGHWAY SIGNS, LUMINAIRES,AND COVER TO MATCH POLE FINISH LEGEND N 30' 8' 2' 28.5' 30 TRAFFIC SIGNALS,5TH EDITION BASEPLATE AND BOLT 6, ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC ID EACH PHASE CONDUCTOR SHALL BE FUSED AT EVERY POLE AND SERVICE JUNCTION BOX BY MEANS OF REVIEWED BY: ERB v IN-LINE CONNECTORS.USE ONLY FAST ACTING FUSES RATED 100K RMS AMPS,600 VAC I PATTERN DETAIL ' ' ' 2. POLE SHAFT AND MAST ARM SHALL 7. STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION REVISIONS: 35 12 2,5 33 35 I Q2 WHEN A SPLICE IS REQUIRED USE SEC MODEL 0791-0 SPLICE KIT,POLARIS SSB 2/0,OR APPROVED EQUAL BE ROUND OR 12-SIDED STEEL 8. SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC AN 18"MINIMUM SLACK LOOP IS REQUIRED IN ALL JUNCTION BOXES No. DATE REMARKS 35' 15' 3' 33' 35.5 I PUSH PLUG AT BOTH ENDS 3. POLE SHAFT SHALL CONFORM TO Q3 IF DISTANCE FROM POWER COMPANY SERVICE POINT TO SERVICE CABINET IS GREATER THAN 10 FEET,A FUSED J-BOX SHALL BE INSTALLED WITHIN 10 FEET OF POWER COMPANY SERVICE POINT.DISTANCE FROM ASTM A572 GRADE 50 POWER COMPANY SERVICE POINT TO SERVICE CABINET SHALL NOT EXCEED ISO FEET. v REVISED JUL 2018 v x REVISED JUN 2016 CITY OF MERIDIAN STANDARD DRAWING NO. REVISED z013 y CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL DETAILS FOR v SUPPLEMENTAL CITY OF MERIDIAN STANDARD DRAWING NO. SPECIFICATIONS TYPE 1 MAST ARM LUMINAIRE sPEciFICATIONs TOTHEIDAHOSTANOARDSFOR TO THEIDAHOSTANDARDSFOR STREET LIGHT BASE INSTALLATION Tz SUPPLEMENTAL WIRING REQUIREMENTS FOR O PUBLIC WORKS CONSTRUCTION T PUBLIC WORKS CONSTRUCTION SPECIFICATIONS T TO THE IDAHO STANDARDS FOR STREET LIGHT INSTALLATIONS I PUBLIC WORKS CONSTRUCTION DATE: Q December 19, 2024 U Y SHEET NUMBER: Ca Q 8el la