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HomeMy WebLinkAboutC7.00 DETAILS (D AHLIQUIST. rp �D 1144 S.MERIDIAN,S T IDNE WAY SUITE 500 D 83642 7381 8 -I II�III \ •�', TFTIII \ 3 a. 4 III-III ° III III-- \ \\ IIIII PROVIDE 1" PICK HOLE IN LID -�� II IICII - - -111 SEE STD DWG W11 III=_ = III-III COPYRIGHT© 2024 . . FINISHED WATER -III-11-III=III-III- =III= III=III=III-III -III FOR VALVE BOX AND =III= III=III GRADE LID INSTALLATION MANHOLE 12" X 6" CONCRETE COLLAR WITH (2) #4 REBAR HOOPS VERTICAL BEND DETAIL 2 LID & RING 12" OR FIBRILATED CONCRETE. _ #I it ;�:t�l II- 8 IIIIIIIII I II III III d e' ° p = illl =1 a; I I 1=1�I 3 -a° d ° n n° - - - -11- IfA =III =III a • < a Q n • ' d • N -II III- III TYP. BEND DETAIL _ _ DO NOT LOCATE IN CONCRETE 4 OR 6 7 1 BLOCKING 7 2.00 2.00 GRADE RING �II_ I�III _ _ LEGEND Kim1ey * Horn GRAVEL GRAVEL t 11�111= _ III-III O1 FOR HORIZONTAL PIPE BENDS, BEARING ° g _III= THRUST BLOCKS MUST PROVIDE 2500 P.S.I. SHOULDER SHOULDER CONNECT LOCATING =11T III CONCRETE POURED AGAINST UNDISTURBED '-iT_ i����� � III-III=_ EARTH PER TABLE 1. 4.00' 4.00' 12.50' 12.50' 4.00' 4.00' WIRE & GROUNDING REDUCER I I�I II FOR VERTICAL PIPE BENDS, GRAVITY THRUST 1100 West Idaho St.,Suite 210 CL-TO-EP I CL-TO-EP IRE WITH WIRE NUT 5 6 III-1�1= THRUST BLOCKS MUST PROVIDE A VOLUME OF I Boise, ID 83702 1 Tel. No.(208)845-0089 4 _ CONCRETE POURED AGAINST UNDISTURBED EARTH 3 II�III� WHICH IS SIZED FOR EXPECTED FORCES WITH A LOCATING WIRE, g I= I MINIMUM 1.5 FACTOR OF SAFETY. C 1 X(UNROLLED, TO 5 _ �II- UT 3 III=III-II�III=III-III-ICI O3 NO. 12 COPPER FINDER WIRE. SEE SD-514 FOR S(• 2% SLOPE 2% SLOPE �( EXTEND GROUND) III-IIPLUGI DETAIL SPLICING. CONSULTANT C.I. VALVE BOX WITH COVER. 3• ,\ ,� 7 0 C.I. GATE VALVE (M.J.). j;p © PRECAST BLOCK FOR CUT IN TEE AND VALVE OR WATER 8 1 CAST IN PLACE WITH 2 1/2" 0 MIN. REBAR. 3" ASPHALT PAVEMENT PIPELINE 4 9 = II= Q TRENCH SIDE. SS\ONAL fjVG 3 �) 1' ROADSIDE BORROW z - Q/,� °�\ 111- oF� LENS �tiF 4 OF /4 -MINUS CRUSHED III _� g PIPE �� Fo F DITCH TYP BOTH SIDES M=III Fff 111 Q AGGREGATE BASE IIIZE �° 11=111 9 :i•, - _ _ O PLUG. 25 OF 6"-MINUS PIT RUN :' '>_ .,{ '�: • f.=; :d'z;... -III-III-III-11�I1= +: 19524 '' u f,°u '-}•� 10 HAMMERHEAD THRUST BLOCKING. / / 1'-6" OVER COMPACTED SUBGRADE o� APPROX. 6" DEEP MIN. 11 ANCHOR BARS (1/2"+a MIN.). 10 202�0 VALVE SUPPORT 3 2 3AGGREGATED VALVE ANCHOR DETAIL _ _ �y qTF OF SOLID PRECAST TABLE 1 1111- -III-I F P CONCRETE BLOCK PRE-CAST CONCRETE LEGEND THRUST AREA FOR HORIZONTAL BENDS*** -III 1I=III III ATRICK 1' X 1' X 2" THICK 2 1/2" GRADE RING -I -III- NOTES' TO SUPPORT VAULT O MAIN SIZE MJ TAPPE=D PLUG W/ 2" IRON PIPE THREAD OUTLET SOIL BEARING PRESSURE =2000 PSF O ANCHOR ALL VALVES CONNECTED TO P.V.C. WORKING PRESSURE RATING =150 PSI TEE DETAIL PIPE AS SHOWN.MAGNESIUM 0 3' x 2" GALVANIZED THREADED NIPPLE SAFETY FACTOR -1.5 STAMP GROUNDING 03 MAIN SIZE GATE VALVE (MJ) MINIMUM SQUARE FEET OF THRUST AREA © COVER BOLTS AND FLANGES WITH PLASTIC ONTO UNDISTURBED EARTH* TO PROTECT FROM CONCRETE ADHERENCE ANODE ® 2" GALVANIZED - 90' THREADED ELBOW PIPE TEE, PLUG 90• 45' 22.5', 11.25' DURING CONSTRUCTION OF THRUST BLOCKS. NO. Description Date 2 GALVANIZED PIPE 05 " SIZE OR VALVE BEND** BEND BENDS OR REDUCER C SEE CHART FOR MIN THRUST BLOCKS NOTES 3 0.8 1.1 0.6 0.3 BEARING AREAS. 1. JOINT RESTRAINTS TO BE PROVIDED ON LAST © 30"0 CMP OR 30"0 TRAFFIC RELATED HDPE METER VAULT 4 1.4 2.0 1.1 0.6 6 3.2 4.5 2.4 2 D ALL CONCRETE TO BE 2500 P.S.I. THREE STICKS OF PIPE, AND VALVE. O7 2" THREADED FIP x ALUM. KAM-LOC QUICK COUPLING MALE STRENGTH POURED AGAINST UNDISTURBED 2. REPLACE ALL 2" PARTS WITH 4" PARTS TO MAKE ADAPTOR (NO CAP) 8 5.7 8.0 4.3 2.2 EARTH. 4" ASSEMBLY. ® JOINT RESTRAINT 10 8.8 12.5 6.8 3.4. O9 GROUNDING WIRE 12 12.7 18.0 9.7 5.0 EO PROVIDE 6 MIL POLYPROPYLENE BETWEEN 14 17.3 24.5 13.3 6.8 FITTINGS AND CONCRETE. REVISED JANUARY 2024 16 22.6 32.0 17.3 8.8 FO NOTIFY ENGINEER FOR ANY CONDITION OR 18 28.6 40.5 21.9 11.2: PIPE SIZE NOT INDICATED. CITY OF MERIDIAN STANDARD DRAWING NO. * MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER SUPPLEMENTAL 2" or 4" BLOWOFF ASSEMBLY WORKING PRESSURE OR LOWER SOIL BEARING STRENGTH). O PIPEALL S SPRING LINEOCKS TO . CENTERED AROUND SPECIFICATIONS W13 OR TEE ACTING AS A 90• BEND. TO THE IDAHO STANDARDS FOR WITH GATE VALVE ***THRUSTBLOCK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" PUBLIC WORKS CONSTRUCTION AND 18" FOR PIPE SIZES 10"-18" OR THE SQUARE ROOT OF THE REQUIRED BEARING AREA, WHICHEVER IS GREATER. 2020 IDAHO STANDARDS THRUST BLOCK AND STANDARD DRAWING FOR PUBLIC CONSTRUCTIONKS AND DETAILS N0 S D- 40 3 )ACCESS ROAD TYPICAL SECTION SCALE: NTS 2" BLOWOFF ASSEMBLY SCALE: NTS THRUST BLOCK AND DETAILS SCALE: NTS Project Number N/A Date 4/10/2025 4 FT. OR GREATER DEPTH, U) y 7 PIPE DIA. <_ 24" UJ I A �5 7 I �\ 1-��-1 - LEGEND W NOTE: CONCRETE: COLLAR IN PAVED STREET SECTIONS N \ ��i o PER SD-508. REF. GRAVITY IRRIGATION J GRADE RINGS GROUTED WATERTIGHT IN PLACE, PLAN & PROFILES FOR F ��� -41 NOT TO EXCEED 21" FROM FINISHED SURFACE ELEVATION INFORMATION TO TOP OF CONE. MIr O3 PRECAST MONOLITHIC ECCENTRIC CONE PULL HANDLE E 7 SECTION. (REBAR NOT SHOWN). LOCATION TO BE ON o ® RAMNEK OR APPROVED GASKETS ALL JOINTS. ACCESS ROAD SIDE OF $,-2" BOX m PROPERLY ALIGN ALL INTERIOR JOINTS. OUTSIDE BOX 5# EXPANDED METAL TOP. s PLAN © PRECAST CONCRETE MANHOLE-BARREL SECTION 7' 7 " DIMENSION - 2" REINFORCE WITH CROSS N.T.S. (REBAR NOT SHOWN). zx a BARS UJ PRECAST GASKETED HUB RING OR RUBBER o g °v GASKETED COLLAR-FLEXIBLE AND WATER TIGHT. v 72" OUT D ° B D 9O 12" o 12" ® REPLACEMENT SURFACING TO MATCH FLUSH WITH �, 10 9 8 EXISTING SURFACING (AC SHOWN). O O COD a FRAME TO BE GROUTED TO GRADE RINGS. D O O D v O 24 DIA. 10 FRAME AND COVER PER SD-507. D Z o OQD MIr xQ^ Q 1 it MANHOLE STEPS, SEE NOTE H. FLOW FLAW ---- -- - a z 12 CAST IN PLACE MANHOLE BASE. SEE SD-501A ° a e 4" (MIN.) . FOR PREFABRICATED BASE. D° N M v 2 x ° N 3 o N 3 NOTES: L D D 4 AO OPTIONAL PREFABRICATED MANHOLE BASE NTH ° O O 3 To APPROVED PIPE CONNECTIONS MAY BE USED WITH `3 5 ENGINEERS APPROVAL, SEE SD-501A. 9 D ° Ln o C3 D 2 3 O.D. 1/3 O.D. 11 © PLACE VERTICAL WALL ON UPSTREAM SIDE OF \�" a 72" IN 3 6 6 MANHOLE, ROTATED 45 DEGREES. D v Al80 ' ° ° ° ° D PULL HANDLE DETAIL EPDXY EYEBOLT C FOR DIAtdETER, D, GREATER THAN 24", SEE o SD-502 OR SD-503. EMBEDDED 3" MIN. (4) 3/8"0 EPDXY ANCHOR OD MANHOLE[ FRAME AND COVER: FOR LOCKING PROVIDE BOLT 4" LONG WITH 3" 6" (MIN.) { s SHELF SLOPE 7 A. REFER TO DRAWING NO. SD-507. 2" LONG X 7" WIDE MINIMUM EMBEDMENT AT II EACH CORNER OF 113 0.D. m `O 1" PER FOOT B. FRAME SLOPE OF PAVEMENT. 7" IC AME AND COVER SHALL BE FLUSH WITH _ WALLSMIN. OPENING PORTION OF LID. ° O WHERE F'VC PIPE IS UTILIZED, INSTALL A RUBBER E RING OR GASKET COLLAR WHERE THE PIPE IS IN (TYP.) 01 I N 1 CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHANNEL., IN ORDER TO INSURE A WATERTIGHT SEAL. » 3 NYLON LOCK NUT-13/8"X4"X5 OF EITHER BASE ON SD-501 OR SD-501A MAY BESQUARE U BOLT I USED WITH ANY MANHOLE DESIGN. L W/ METAL STRAP m 9" (MIN.) © PROVIDE MANHOLE CONCRETE REINFORCING TO ACCOMMODATE TRAFFIC LOADINGS. m 3 4" TYPE 1 OH VERIFY WITH ENGINEER REGARDING LOCAL ON U BEDDING SECTION A-A PRIOR PREFERENCE C RDER NG INSTALLATION MATERIALSOORMANHOLE NSTALLATION.S 3 0 N.T.S. c U a m 2020 o El IDAHO STANDARDS STANDARD MANHOLE STANDARD DRAWING FOR PUBLIC WORKS NO. CONSTRUCTION TYP E A S D- 5 01 o T 0 C a N - W Z N Y J c Z JACCESS ROAD TYPICAL SECTION SCALE: NTS GRAVITY IRRIGATION BOX DETAIL SCALE: NTS IRRIGATION BOX LID DETAIL SCALE: NTS �; W Lu w J = = o ry CL N I] m Q c U .E H L� U W > N N W "� J_ o Z � UJ z<� Z t° W °o H- m n SHEET TITLE - U C O Q 2 m g � J N U t O m N Orn 0 O m70 Y CAUTION:NOTICE TO CONTRACTOR U THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING f6 `6 s UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES o a � AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Know what's below. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig