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Home My WebLink AboutzS-3459Setu la 4z A A ti O POW �EE 2%;1S, - - - - - - - - - -- - I CONNECT TO J-BOX Iz :Uzi EX C8 Er Or - RIY J453 =29.5J 0 W 1E 12fW S =29.53 f ll 12" N W94 CD it /t za C:) U) =u a III/ 4.0F, i Dg it z o Lu Im z 2 w 2o pgFgp C; it it —0 ,2 Z s.c ( R / /A= J4.B1 f r O C) 0 E Ez --4 t t E--4 ( a i is. m E "E W-- Cc SD SID /?/M= J5.0i if 12RYL'(NJ =709 12vVC i < Em DO DO SD D Sw= -J506? 8 VA f[R ii1� II IT it z 0 R11J=J49 C3 z I I I [ I 0 10 20 40 F Call GRADE Il 29.00 RIM= JJ.87 SCALE 1 " =20' 1 1 ."Cpzp(# E 8tpu(1y) )f!22 ig. - = Y,7 3F�,UCI� L 8 -1 -1 or CONKEG! CH' ORO SS TRENCH /11 /274C(W) =2' -27 1-800-424-5555 17 TO SANITARY SEWER 4' SS OC IE= 28.09 UNDERGROUND SERVICE (USA) SEE M CH'L PLAN 1125 LF C CL52 DI UTIL I i rn WTR IE= 3 0 120 LF 2' TYPE Y COPPER 0 au ill . ........... ... OWNER UEL..JSL ND� (1) 4-�90` BEN (Mi) E �ARQ I'L I MANS / TH LIST B RENTON SCHOOL DISTRICT #403 W/ TH LIST BLOCKING 1 1220 NORTH FOURTH STREET 12 LF 4' CL52 DI RENTON, WA 98055 4 9D' BEND W/I THRUST BLOCKING R14f J41' 7 r f 6' q=jtS56 ARCHITECT ECHI 4° FIRE SERVICE SEE M 1 FOR COW INUATION MoGRANAHAN ARCHRECTS 2111 PACIFIC AVENUE, SUITE 100 TACOMA WA 98402 Olt 1 2- DOMESTIC WATER SERVICE —0 (253) 383-3084 CONTACT. THOMAS MARSHALL SEE MEC T FOR CONTINUATIO UTIL X-ING L X-ING 8" SO IE= 12.11 U`flL X-IN JE 32 8 lU Will 11�- JU. FUEL LINE 0 TR 1H 1310 ENGINEER ------- U ?11'E!- 32 .80 8' so 11 .35 it PROPOSED BUILDING It COUGHUN PORTER LUNDEEN BUILDING S FUEL ES 413 PINE STREET, SUITE 300 PM 0 "'WIL PLAN NEW Eli S PROPOSED ARC S Y SEE MEC7HP SEATTLE, WA 98101 -0460 CONTACT. TIM BROCKWAY, PE f —0 (206) 343 V) 10 It SURVEYOR r. PACE 1601 2ND AVE, SUITE 10M F:F- 36.0 (3j EXISTING TANKS —0 SEATTLE, WA. 98101 NEIL S CABBAGE, PILS N (206) 441-1851 CONTACT, 1'4 0 — - --------- --- --- i-15' "RIM EMENT LEGEND EXISTI REMOVE PROPOSED 0 ASPHALT PAYING it it CONCRETE PAVING 15.0, BUILDINGS 0 250 GALLON lwt- OIL Tk K SEE MECHANfC � PIA IS. CURBING D SEP R.. ROCKERY C= cloom E TREE W/PROTECTION 4 PVC SS ®1. of S C-6,77, *0 4 IE= 30 M 70 -GRADE 0 WATER LINE —w— S MILCH L lap 4-0 E- 3 . S MECHT STORM DRAINAGE UNi WI) 10- 4S BEND (MJ) 1 .1 1 It 71.4 \\\\\\AQM41 THRUST BLOCKING SANITARY SEWER UNE—ss- POWER p— —P- 45- BEND (FL) N'WAS -STOMOM 0 it H - T �1� 10 22 LF 10° CL52 DI IGE 1 PVC :, - ADAPTER (FLxM —T- IR'R11 ON,COMECPON 1D J) TELEPHONE UNE —T- -807 LF. 6' ---- - -- - --- �R 0� 2.0 SEE SCAft PLANS 7: GAS LINE —G— t! i WATER M ia N-t ii GAS /t" 8- SO E- A., v UTL X-ING t STORM CB m(w 8' SS Erj�.701 S891002a 7&35' kT /Oc� 589'0702'E 259.58' it r ii �11 Jill SANITARY SEWER MH/00 F p it GAS VALVE /METER QJ 9 717 _r, X bu STREET LIGHT ASSEMEILO— cB AM= J5.12 �41 EXTEND EX ELEVIL CMDUIT7�S JNM CONTRACTOR TO COORDINi C /11 8'(701vc F, -jog 01 CONSTRUCTION LIMITS - J19j S' 6 CONNECT 8" S RELOCATED OVER HEAD WIRES If 8 COW -up, N -if, 21, > dr /T. 6CO NW -7181 445 J,� SS ----SS n 4 A 5695 i zyff OR REMOVE EX BEND AND it :tnn pg gagpirg"'Im""', FL) S (S) JO. 4 1 )S 24 COW 15,V 21.5 IN NEW 8- TEE (FLx viv�t - Sys- /Z 8: 288JO_ 1�18:-COUPUNG, et, u If C8 D -SO '�O`O'V - --- - -(Mi).- --- I---- I"I'mme ..& Auf- RIM= 3582 IF 6 Ok�5�-2 AUAFItK ktLXMJ) N— -------- N tv -- %v 8 -00N0(ff)=J0 6 MAIN (W196 ZO I 8-xlO' REDUCER (FLxMJ) 07 8 w I litylo- GATE VALVE tfl-) 1, kow T T T T T > "o, ,....sex, . . . . . . T T T T T T T r my 15 +�REUOCATED EX POLE - -- -- ------------- Jold -Wj- IVA RIM=. 753 =Jj. II /F 6� 95 ) ujago 14 C. Renton School District SHEET N L Q O� WAS Transportation Center COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION W 413 PINE STREET - SUITE 300 P. 206/343-0460 26 MR= SEATTLE,WA98101 F. 2061343-5691 is 577 PLAN C5001 N �- °z� `• `?____ L, EX�SMN5182....., _. _ ____ it R/M J6 mm Ralim If k o Ly L� (\ ` w _... W w y':. ,,.,. w :BIM .3t if 71 °_ ON 'vJ =158 0 10 20 40 Call ,i o_. -_ N ._. _ I2 WATER {X SD 1 /E 8° f�777 fA' Cl? �- EX CB ( ) 77 WATfR i'. }°® g before you 12" MNN W320 ZONE l E a` IS' Q? ® 0�� ®..1 L � rE uc(sJ 2v n Ex I: i 12' WATER a SCALE 1A =20, y VJ W --�-- W M w W w --cam- - lE 127w 94 - - /E B CONC(5) =J08 -. RlM 3353 / \ RMS 3)42 Tye ('� 33 - _- ..._ - - - -- -_'_ - - - -_- -_ - - - - - - _. _: -. _.- - _.. -.__ - .J4 I JO- pw(NJ= • .�J l2 CONC� _ _ __ CB D U W - - /f 24 CMPf _25.0 /\. =_- •.� \ _ /C8 /C(fJ =2957 �tUO TO5, r - LU _ _ �- _ T' _ I - w w w a tN,.,- -w _ W vv_ �;-'ws89'00'57tE 46gg'V =w w w -w= w - - 8-1-1 or LU CD Z t -� `❑ SD ._ _� 1EE24 - . $ 24° EX SSMN / \ E afiNP Z 24° SO - _ _ 1-800-424-5555 -_ i SD SS _R(A�3S4.�SD.- SD- r': Sll SD SDSD ESRIP 7J�6(N�,R9 -0�. -__S� 50 _. SD -- �D' 24 "SD-.a 50 O -- E 8'21`0fJ =2x60 - - - R/M= JJ78 fX CB 8° PASS /NC N r0 5 0/P •- X SOM UNDERGROUND SERVICE (USA) O co c>_ i lE 12PYC "NW -294 '' / ` lE . 1 " lE�2CONC q =68 TOP OF PIPE =270 B$ONC(5J =191 ,�� o ,i Q i- `"+ -:I RIM JZB5 w I /f 24-24.9 ` j S > = 2601 O ¢ /E 12FYC SW -Q3 e IE BPUC "NW LI a n r� IE 18-0OW =2643 U W NE) =79J _ _,_ "' lE 24 CP E & =74.7 e -�_'.) ' - /E 74CMP(W) =z4. - ® N _ _ CO lE 24 CNP ; -7601 co O Z N IZ °S7W 5 AS AS ' ' GAS GAS o GAS S GAS GAS - - GAS - - - -- GAS 72 °SIW CRS GAS GAS GAS GAS ' /El BPYC(NJ -7877, y I ! N lE 87,V00� =26,5 OWNER AS G S o o z z I ! I: r P s `I' _ ; ` -.r ^ s 7 ras a'A/uES 5 RENTON SCHOOL DISTRICT X403 o Z LD, :.i� -7 G $ Tr ,;i �ZiA AS. - miss : �m ®ems mears.�ma. mss r �m �m:�mae mama m+m a� LU o! w I 'oo ! Y O- - �- c 18as S Jt -re.,. 1 .I , o •I e I RENTON, WA 98055 W _ y 200EC g l x- L 'III ill , o � I $ P ( I 11 N I ARCHITECT z �. -- - - - - -0 _ t++ a § m (I ® - - / o I 3 McGRANAHAN ARCHITECTS mil o / I '"If I' �, 2111 PACIRC AVENUE, SUITE 100 a�aa ( { o 1 I -� TACOMA, WA 98402 EXISTING BU /(0 /NC (253) 383 -3084 CONTACT: THOMAS MARSHALL. 1'I i i I ENGINEER 0 8 �l � Z r - - _ _ -• -- I COUGHUN PORTER LUNDEEN a , _ \ O 1cAS uauv 413 PINE STREET, SUITE 300 Gas RISER �' SEATTLE, WA 98101 ��. l0 rAlc !.� (206) 343 -0460 CONTACT: TIM BROCKWAY, PE pest �! .�.. � SUR C , vEYOR �11 Ex CB PACE MY= J295 9 I h o' /E B ST(S) =JL7 0I I -� „ I o I 1601 2ND AVE, SUITE 1000 lE 1BCMP(NJ =30.9 O 0 ° SEATTLE, WA 98101 E" Z (206) 441 -1851 CONTACT: NEIL S CABBAGE, PLS a 0 0 E i `y U rd 'C o CONC WALL EX CB EA7 PUldl - Fa 0 a o m Ex ce B L is a si((wj i %o DO p, a C q /E/ T177 M 4 1 1 /E 12P6C "N =777. 12 9.8 /E 8YT(NJ =JLO 0 I /E 72P1•C' E =291II Ex /STING BU /(B /NG / ( oo I { c��i 1: I LEGEND z H A 0 0 , ° POST IN B. OBE PROPOSED : ASPHALT PAVING O �� as I 'P P o �' �! I CONCRETE PAVING O O T T 1 BUILDINGS IN 11E19JI GRAVEL %.�•�1 L-- -J a q r ,`J 31.P?2 JIU SD EX= 1 RiN 3300 I CURBING CY f la CoNC(NJ 700 ° - /f 18?1PES(M) 770 ROCKERY CJ�t C�Lm y JOJP /f I2 CP"PR %750 -1/4 HYDRANT ASSEMBLY ( O O Y TREE W /PROTECTION O y e i 1 10 "4a � § z = ' ( � WATER LINE 6' cAN w/r F/I "x6 _ ._ (MJxRJ O ° 19 Iii I STORM DRAINAGE UNE -s9- a w p o I ( o EX 8' W 6' LAST BLOCKING) @, I TE I I W. SANITARY SEWER UNE -ss- 3 y I SEWER N I IN All WA NES 21 LF 6' CL52 DI L X -LNG O •I DURI PHASE 1� POWER -P -P- _ �L - 4 IE= 32.50 `) �' �u -' TELEPHONE UNE -T- >'< o a _ 0 12" SO IE= 30.31 Fa `I F I 1 6- WIR IE- 32.00 12" SD IE= 30.50 0 (1 4" 45° BEND (t� O 1 0 GAS LINE -G- Cj 16 2 I Ex CB D Em I7 4' 45 BEND (MJ) W/ THRUST BLOCKING O ') I I I WATER MEIERIIVALVE/FH® Po-Q 0 RIM J411 !/E�1z (W) =J W THRUST BLOCKING /E 12SK S 28. 5 4, N \� LF 4" CL52 DI % I ", ,E /E a'pq =28s o LF 4° CL52 DI D { O O i . STORM CB /MH a LE 1z'P E -2Ba rn .) 4" 45 BEND (MJ O 1 2' RPBA • I'' W�1 4 5 W/ THRUST BLOCKI((f` a I SANITARY SEWER MH /CO \ o • M ST BLOCKING I O UTLL X -N 33.6 ° I I! I GAS VALVE /METER CH h ¢ I I CUi ON 18° S = 31.02 O O 1 1 I o - TO G" WATERO (i) 4" D A oa IE= 27.44 6 °IN) E i i,� III STREET LIGHT ASSEMBLYG -� x 1 10" TEE ft 1 PIV 4° CL52, 01 .' ) 122 1 ° FlxMJ 1 FOC x , IE= 27.44 6° IN ( ) I 27.34 8" OUn (IX) SEED 12 ' i. CONSTRUCTION UMITS COUPLINGS (MJ) SEE DETAIL CONSTRUCT OVER P 1 sN I' a r V' 1 GATE VALVE (FLxMJ) 0 I ° w/ r�ncKlnc- - - --- (1) so° BEND i ° •�� FDC 66 LF 2° 'K' C ER ( I • W/ TFUS! B IN z 17 LF 4° CL52 DI �I - OIL /WATERS TOR I I i Ic - 10 "z4° TEE MJxR / SE SADDLE .: DETAIL N an SEE SAIL ` CO 4iP}h Al � - - - W/ THRUST BLOCKING - - - I - - - - �. ;1 I TO GRADE (I `� `tI , `�'' .Sik`is `%?t<•. Tp; -` "I, T 40 LF�° TYPE 8.75 93 LF 10' CL52 DI 28 LE G 'K' COP ML X -LNG x I ' •.. m, I '� / 1 18" SO IE= 30.67 1 y inn ®g .58 LF 10" CL52 DI z 6° SS IE= 28.44 1 I: I I I 2•" �- ° - - U-� - 12 LF 6' , `y n } SS 1.0 UflE' X 0 :., GRADE) o- --- -t� ,•, 'Ire 29.� 42 (' g S =� 12 _��_ V`.74 0 4 WIB =IE -12.5 • S IE 28. IE= 28.64 •I �" 1 5 O� .. WBFIE�31.0 .. �.; -. a o SS CO J" MATCH LINE - SEE SHEET C5.01 - RIM TO GRADE 2• RPBA + Ap Renton School District SHEET �� IE= 27.86 LO PORTERLU E Fw4 Transportation Center I CIVIL URL X -ING J 2' WATER METER A CONSULTING STRUCTURAL AND CI ENGINEERING CORPORATION y - g N 10" WIR IE= 29.50 SEE DETAIL 74 , Q 12" SO IE= 30.61 CS.t SERMACE SADDLE 413 PINE STREET - SUITE 300 P: 206/343 -0460 i SEATTLE, WA 98101 F: 206/343 -5691 265]] "a o SEE DETAIL 12 .e �#sTe4 • Z AsIUINML Eti �I IIOS PLAN �� °,723726,6 d:11•.(�- 3�+s9oa s- 3�sgoa_°"�- ' 0 u a HU o A c o O a ° � o � � a a � w zH O 4 Y a .. I� CONCRETE BLOCKING SIZING PROCEDURE o 3/4" SQUARES SPACED - 3/4" x AS INDICATED - HL 1/8" CONCRETE A GENE - Go to Table 2: Table 2 gives the safe bearing load for o CLASS 3000 THE AMOUNT OF CONCRETE REQUIRED TO ANCHOR HORIZONTAL BENDS, sand and gravel: 3,000 lbs. /sq. ft. w TEES, AND DEAD ENDS DEPENDS ON THE STRENGTH OF THE SOIL THE ❑ - Go to Figure 1: figure t indicates the ositi>n a ❑ ❑ 1'_0" METHODS FIGURE PLACING CONCRETE TO KEEP THE JOINT ACCESSIBLE IS of the conete for blocking the SO bend• ❑ ❑ ❑ 1/2" SHOWN IN FIGURE t. E S AREA IN SQUARE FEET FO CONCRETE WHICH - Go to the specifications of the project and find ❑ ❑ ❑ I MUST BEAR AGAINST THE SIDE OF THE TRENCH IS FOUND BY DIVIDING ❑ ❑ ❑ �- THE THRUST IN POUNDS SHOWN IN TABLE 1 BY THE SAFE BEARING LOAD depth of trench (h) = 4 feet ❑ ❑ 1" I�- 4 -3/4" OF THE SOIL AS SHOWN IN TABLE 2. -Width of trench (W) = 3 feet 00 W w z ° 12 "6 B. CRTIERIA With the above assembled information, � w FO z 1. THE SIZING PROCEDURE IS FOR HORIZONTAL OR DOWNWARD we proceed to the final calculations: o COVER TO READ 'SEW RAISE -1/2" FIBER JOINT PACKING THRUST ONLY. WIDE BORDER 2. HEIGHT OF THE THRUST BLOCK MUST BE EQUAL TO OR LESS z = IN RAISED LETTERS THAN 7 2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK Thrust 6 C5 0 NOTES: 1 / Area of Concrete (A) _ _Q= 7.12 sq ft. BASF. Safe Bearing Loaf 3,000 c.o w 1. IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE 3. THE THRUST BLOCK BEARING FACE IS APPROXIMATELY e z O C/) CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. 10" RECTANGULAR. S P th of Tench in Feet 2 PIPE MATERIAL = PVC SDR 35 45' (1/8) BEND 4. THE CONCRETE BLOCKING SHALL BE AS PER APWA - Maximum Height of Thrust Block (Hm) _ _;h_4 z z w 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING g" SPECIFICATION 74 -2.14. = 2.0 ft. U a AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. C. SYMBO l� 'I 2 8-3/4" D = OUTSIDE DIAMETER OF PIPE IN FEET T = THRUST IN POUNDS AT THE FITTING (TABLE 1) - Depth of Concrete Thrust Block (De) 1 -1 /4 "� 11/2^ p" 5/8" SBL = SAFE BEARING LOAD IN POUNDS /SQ. FT. (TABLE 2) = Width of Trench in Feet (W) - Outside Dia' meter of Pipe (d) H = DEPTH OF TRENCH IN FEET Z € $" I �� 0 A = AREA OFF CONCRETE WHICH MUST BEAR AGAINST ° 3 - 0'2 = 1.13 ft. 2 w c $� 1 Alga of Concrete C3 Maximum Length of Thrust Block (lm) = -,9 THE SIDE OF THE TRENCH IN SD. FT. Hpi ht of Concrete ° aLL T HM = MAXIMUM HEIGHT OF THE THRUST BLOCK IN FEET A = 7•�2 = 3.56 ft. p DC = DEPTH OF THE CONCRETE THRUST BLOCK TO Trr 2.0 BEARING SURFACE IN FEET ce fi 7 -3 4 _ - Required Amount of Concrete = (Height x Dnpth x Length) x 0.03704 LM = MAXIMUM LENGTH OF THE THRUST BLOCK IN FEET (( 8" �I I 6 0 x1) 00 13) PLUG TO BE SEALED - 2.0 x 3.5 0.03704 O --�-)- IN SAME MANNER AS = 0.30 cu. yd MAIN SEWER JOINTS. NITS ~ ° CAST IRON RING AND COVER - Santa Sealer Clean ®Ut GROUND SURFACE _ $ ' 7 TABLE 1 �/ V <:9 TOP ELEVATION= SEE TABLE F F 1r OILI WATER SEPARATOR NOTE h d HOLD -DOWN o THE OIL WATER SEPARATOR SHALL BE UTILITY VAULT 577 CPS OR APPROVED EQUAL I Hm h m o FOR COALESCING MEDIA j - p j + o y WITH THE FOLLOWING SPECIFICATIONS:` G4 Z m'0 ` r 1 DESIGN FLOW 0.363 CFS BLOCK BASE 3 RISERS PROJECTED PLATE AREA 590 SO FT DC Hy ¢ (SEE TABLE) DESIGN TEMPERATURE 39' F LTV Hz aw SPECIFIC GRAVITY OF OIL .85 gm /cc W a o o MINIMUM OIL PARTICLE SIZE REMOVED 60 MICRONS P4 0 c a 6" INLET _ _ _ _ � '��o 6" OUTLET DO NOT PAVE OR CAST UNTIL AFTER SEPARATOR MODULE HAS BEEN INSTALLED. IE= SEE TABLE' = IE= (SEE TABLE) ALL WITH CLEAN WATER PRIOR TO START UP. D. CALCULATION Area of Concrete (A)S= ( ) Th t In Pounds =1 Size Pressure PSI Thrust at Fittings in Pounds Tees 90' 45' 22 -1/2" 11 -1/4" INLET IE 29.72 Dead Ends Beml Bend Bend Bend 3" 300 2,120 311, 00(: 1,630 830 430 4" 300 3,780 5,37( 2,910 1,470 750 6" 300 8,500 12,000 6,510 31320 1,700 8° 300 15,100 21,360 11,550 5,880 3,020 10" 275 21,620 30,510 16,540 8,430 4,330 12° 250 33,930 48,0(0 25,950 13,260 6,780 14° 250 46,200 65,310 35,340 18,030 9,240 16" 225 45,250 64,0(0 34,620 17,650 9,050 18" 200 50,900 72,0(0 38,940 19,860 10,180 20" 200 62,840 889(0 48,080 24,520 12,560 24" 200 90,480 127,980 - 69,200 35,320 18,100 30" 200 141,370 199,960 108,150 55,140 28,280 36" 200 203,580 287,150 155,740 79,400 40,720 m' E _ Safe Bearing Load In Pounds /Sq. Ft.) SBL WITH SAMPLING TEE OIL WATER SEPARATOR SHALL BE UMY VAULT 577 CPS COALESCING PLATE STORM Depth of Trench in Feet =D. INLET PIPE "'�� `�v BY 0THERS WATER SEPARATOR MODEL 577 -M OR APPROVED EQUAL 2. Maximum Height of Thrust Block (Hm) = 2 2 Safe Bearina Loads in Lb. /So. Ft. o a> WITH SAMPLING TEE _ _ _ _ _ _ The safe bearing loads given in the following bible are for s !< ®�+ C.I. water main; the normal operating pressure in the pipe will be 65 psi "In muck or peat, all thrusts shall be restrained by piles or ®g a W ULT 577 -CPS and the soil condition in the area indicates sand and gravel. tie rods to solid foundations or by removal of muck NTS z� SEDIMENT WEIR COALESCING MEDIA IL RETAINING `4 -1/2° or peat and replacement with ballast of suffici:nt `r 2. / lu io . stability to resist thrusts. BAFFLE Sand 0)l S spar ator - Maximum testing pressure (See Table i) = 300 psi. - Outside diameter of 8° pipe = 9.05 in. = 9.05/12 - Go to Table 1: The testing pressure of 300 psi, we see a that the thrust on a 90' bend is 21,360 pounds. n s 8 °x8° VERTICAL CROSSING (MJxFL) - 1 8" BLIND FLANGE (((1 8" BLIND FLANGE W/ 2" TAP & 2" PLUG W/ TEMP PLUG BLOCKING / 2° TAP &BLOW OFF a 11 -1/4' 90' BEND w REMOVE CLEANING 'POLY-PIG" CAP 0 22-1/7 FIGURE 1 } EXISTING 12" DI WATER I WATER NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN N0. 73. AFTER ALL TESTING, CLEANING, 12 °x8" TEE (FLxFL) - - AND DISINFECTING REMOVE TEMP 2 12° GATE VALVES (FLxMJ) BLOCKING & BLOW OFF AND CONNECT 1 8" GATE VALVE (FLxMJ) WITH 8" SLEEVE (MJ) & 8" SPOOL 2 12" SLEEVES (MJ) z 2 8" SPOOLS MJ) g 1 8" PLUG (MJJ 45' BEND . FMAI. �TAL T DE1'AL W/ 2° TAP & TEMP BLOW OFF TEE �° G% ®� Ckf W/ THRUST BLOCKING / TUTS B 1 rG) MAL A Concrete Blocking Sizing Procedure 0o( C. A� iltC$ton .School District SHEET WAS qoe a, Trans ortation Center C G LI PORTERL EE P w y �° 1 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET -SUITE 300 P: 2061343 -0460 26577 TUTS SEATTLE, WA 98101 F: 206/343 -5691 srER� s z Water Testing and Connection Detail 1 '�sS70MAC 6�i ilo8 DETARS IXRR601 /23/2010 c'p; -34590 y- S -3 S�o,3' STORMWATER 0/W SEP BUS WASH 0/W SEP SERVICE BLDG 0/W SEP TOP EL 34.85 37.27 35.90 INLET IE 29.72 28.64 30.27 OUTLET IE 29.72 28.64 30.27 RISERS (1) 12" (1) 18" (3) 24" 1 (1) 12" 1 (1) 24" s !< ®�+ C.I. water main; the normal operating pressure in the pipe will be 65 psi "In muck or peat, all thrusts shall be restrained by piles or ®g a W ULT 577 -CPS and the soil condition in the area indicates sand and gravel. tie rods to solid foundations or by removal of muck NTS z� SEDIMENT WEIR COALESCING MEDIA IL RETAINING `4 -1/2° or peat and replacement with ballast of suffici:nt `r 2. / lu io . stability to resist thrusts. BAFFLE Sand 0)l S spar ator - Maximum testing pressure (See Table i) = 300 psi. - Outside diameter of 8° pipe = 9.05 in. = 9.05/12 - Go to Table 1: The testing pressure of 300 psi, we see a that the thrust on a 90' bend is 21,360 pounds. n s 8 °x8° VERTICAL CROSSING (MJxFL) - 1 8" BLIND FLANGE (((1 8" BLIND FLANGE W/ 2" TAP & 2" PLUG W/ TEMP PLUG BLOCKING / 2° TAP &BLOW OFF a 11 -1/4' 90' BEND w REMOVE CLEANING 'POLY-PIG" CAP 0 22-1/7 FIGURE 1 } EXISTING 12" DI WATER I WATER NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN N0. 73. AFTER ALL TESTING, CLEANING, 12 °x8" TEE (FLxFL) - - AND DISINFECTING REMOVE TEMP 2 12° GATE VALVES (FLxMJ) BLOCKING & BLOW OFF AND CONNECT 1 8" GATE VALVE (FLxMJ) WITH 8" SLEEVE (MJ) & 8" SPOOL 2 12" SLEEVES (MJ) z 2 8" SPOOLS MJ) g 1 8" PLUG (MJJ 45' BEND . FMAI. �TAL T DE1'AL W/ 2° TAP & TEMP BLOW OFF TEE �° G% ®� Ckf W/ THRUST BLOCKING / TUTS B 1 rG) MAL A Concrete Blocking Sizing Procedure 0o( C. A� iltC$ton .School District SHEET WAS qoe a, Trans ortation Center C G LI PORTERL EE P w y �° 1 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET -SUITE 300 P: 2061343 -0460 26577 TUTS SEATTLE, WA 98101 F: 206/343 -5691 srER� s z Water Testing and Connection Detail 1 '�sS70MAC 6�i ilo8 DETARS IXRR601 /23/2010 c'p; -34590 y- S -3 S�o,3' (Width of Trench in Feet) - (Outside Diameter of Pipe in Feet)-W-4 horizontal thrusts when the depth of cover ova, ' the pipe 3. Depth of Concrete Thrust Block = 2 y exceeds 2 feet. 4. Maximum Length of Thrust Block (Lm) = Area of Concrete - A Maximum Height Nm Sat Bearing Load Lb per Sq. Ft. *Muck, peat, etc. 0'. d. - Height x Depth x Length) x 0.03704 5. Required Amount of Concrete Yd.)- q (Cu. ( )_ �Hm Soft Clay Sand LIDO 2,11DO x Lm x Dc) x 0.03704 Sand and Gravel 3,ODO E PLL Sand and Gravel Cemented with Clay 4,0DO Hard Shale 10,000 t Problem. Calculation of the amount of concrete uired to block a 90' bend in an 8° s !< ®�+ C.I. water main; the normal operating pressure in the pipe will be 65 psi "In muck or peat, all thrusts shall be restrained by piles or ®g a W ULT 577 -CPS and the soil condition in the area indicates sand and gravel. tie rods to solid foundations or by removal of muck NTS z� SEDIMENT WEIR COALESCING MEDIA IL RETAINING `4 -1/2° or peat and replacement with ballast of suffici:nt `r 2. / lu io . stability to resist thrusts. BAFFLE Sand 0)l S spar ator - Maximum testing pressure (See Table i) = 300 psi. - Outside diameter of 8° pipe = 9.05 in. = 9.05/12 - Go to Table 1: The testing pressure of 300 psi, we see a that the thrust on a 90' bend is 21,360 pounds. n s 8 °x8° VERTICAL CROSSING (MJxFL) - 1 8" BLIND FLANGE (((1 8" BLIND FLANGE W/ 2" TAP & 2" PLUG W/ TEMP PLUG BLOCKING / 2° TAP &BLOW OFF a 11 -1/4' 90' BEND w REMOVE CLEANING 'POLY-PIG" CAP 0 22-1/7 FIGURE 1 } EXISTING 12" DI WATER I WATER NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN N0. 73. AFTER ALL TESTING, CLEANING, 12 °x8" TEE (FLxFL) - - AND DISINFECTING REMOVE TEMP 2 12° GATE VALVES (FLxMJ) BLOCKING & BLOW OFF AND CONNECT 1 8" GATE VALVE (FLxMJ) WITH 8" SLEEVE (MJ) & 8" SPOOL 2 12" SLEEVES (MJ) z 2 8" SPOOLS MJ) g 1 8" PLUG (MJJ 45' BEND . FMAI. �TAL T DE1'AL W/ 2° TAP & TEMP BLOW OFF TEE �° G% ®� Ckf W/ THRUST BLOCKING / TUTS B 1 rG) MAL A Concrete Blocking Sizing Procedure 0o( C. A� iltC$ton .School District SHEET WAS qoe a, Trans ortation Center C G LI PORTERL EE P w y �° 1 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET -SUITE 300 P: 2061343 -0460 26577 TUTS SEATTLE, WA 98101 F: 206/343 -5691 srER� s z Water Testing and Connection Detail 1 '�sS70MAC 6�i ilo8 DETARS IXRR601 /23/2010 c'p; -34590 y- S -3 S�o,3' 0 z 0 w a S a 0 0 ui N y POWE CONDUIT s M a ,O$EE ICLY Q' 1— U W Z Z I CONN CT TO J -BOX EL14 N U T.7 c I EX CB ( FX CB Z = M J45 I is— RI B O C/) N /F i2P E =29.57 O ¢ O I If 12'Y✓C 5 =2957 I1 _ ¢ Z /E 12PYG °/V co ¢�¢ C:) K i O W Z ° z Z LLI LU zAp I �/ z w� Pw O; I: w z i c ; CL I , 1'x"1 z RI FA= 3481 O 0 /E 12 P✓C (NJ =J01 - `y H 3 a I /f IZ FYC (5J= 30.21 ' Z 'U W (~ W a n I o = i � E g I W-- - I C o� o $ i I o zoo SD SD (\ � EX CB A1A= 15" J i i I lE 1271Y (N) =J09 if 12 PM J09 a i 1 Of - - -- I a a w Ir o � o I 0 mo i a 00 -S °o _ ❑ SD D c r w tl tltl��` z 2 w) v _ e RIM =.7491 (1) 4" 90' BEND (MJ) W UST-BLOCKING z l (1) 4" 90' BEND (MJ) W UST-BLOCKING II .1-0 10 20 40 Call x 1 EX CB SCALE 1 -20 before you • 3 R/M JJ87 , D • n ` lE 7B CPEP(N) Z22 .7 - -- - - --� 4 1�s �EBZp�(s� '�sv 8 -1 -1 or { Rt&- jj,5j if 121PU0(W) .% 27 ' /E�2GPfP 29.57 " 1- 800 - 424 -5555 (. ( UNDERGROUND SERVICE (USA) 1 OWNER ( 1 I RENTON SCHOOL DISTRICT #403 I 1 3 I 1220 NORTH FOURTH STREET RENTON, WA 98055 1 "Ex ce RIM= 3f': 7 lE 6PH;i =7256 ARCHRECT ' 3 MCGRANAHAN ARCHITECTS -1 w 2111 PACIFIC AVENUE, SUE 100 TACOMA, WA 98402 o a (253) 383 -3084 CONTACT. THOMAS MARSHALL ENGINEER I 1 I COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 '^ SEATTLE, WA 98101 1 0 0 (2 06) 343 -0460 CONTACT: ALAN JACOBSON, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEATTLE, WA 98101 - 1 (206) 441 -1851 CONTACT: NEIL S CABBAGE, PLS I o 0 1 Q LI I o� 1 C7 LEGEND of '� 1 I EXISTING REMOVE PROPOSE ASPHALT PAVING I CONCRETE PAVING I. 1 I I BUILDINGS F/-7 GRAVEL L : J L_— J 1 CURBING u I I ROCKERY CY= CUOt — I TREE W /PROTECTION * O VD o 1 WATER LINE —w— 1 N STORM DRAINAGE LINE —SD— N S4NRARY SEWER 11NE —ss- o I 1 I POWER —P— —P- '��` TELEPHONE LINE —t— —T— GAS UNE —D— —G- 1I l Q ( I WATER METER/VALVE /FH® --q- in ".4p, GAS lJ �� STORM CB /MH ,F ' Ex ctl SANITARY SEWER MH /CO ! ® • B6MPN =Jb07 � o, �y- 1, SSW - W OR REMOVE IX BEND AND 445 q19 +00 I,J 21 +00 SS S Ss. - -, j5.69 RIM= J595 o TS (s) �= Joe if 24 ° CONK E/w 275 INS ALL NEW 8" TEE (FLxFL) o v a,r1E = 269 if 8'loF✓cF ✓= 1 8" COUPLING MJ ___ __ __ _ SD l B/M= J5,82 /E 8' CONC(S)=28.3 1 8" ADAPTER (FL%MJ) EX CB r-- o T V if 8G0NC(Y /J =706 ( R /M= JSJ9 r _ 8" MAIN (Wi96 ZONE 87rn i 8 "x10" REDUICE(2 (FLzMJ) w ® w �•t w w w w w VV'� a T T T T T T T T T -- t T T T T RELOCATED EX POT.- E------- o- - - - - -- _ — ]ONL'NE =JOB ' EX = R /M= JSJ lE 6$ONC( =3395 I � I S=345904 r� C• o Renton School District q Oa°'�" "�Transportation Center CtJGFlLI PORTERi. EE y ��a A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION T t�% 413 PINE STREET - SUITE 300 P: 206/343 -0460 26577 �+ i 11 1 �+ SEATTLE, WA 98101 F: 206/343 -5691 D,p ��O6 C PLAN _ I SHEET x.5a01 7.� -3sgc i I I 3461b 4 ?'I Ip,° Fa,.: -��;r� 6 0 GAS VALVE /METER a KD :: �Ex r CB ( EXTEND EX CONDUIT,RS NE Y � `.,� STREET LIGHT ASSEMBLY4 -� -� it �, ELECT ,� �, R14 J5 r2 ExsB/. L a - - / J54r 8CDNC(S)=J08 N CONTRACTOR TO COORDINATE'W C�'J3 " 0 BGONCW =71.11 /EfW'COX -a,-, AM =T CONSTRUCTION LIMITS _ If 6GO5Y61' -.J_ 13,01 - -- = RELOCATED OVER HEAD WIRE lEBCOrvcs =JZ9J o I o o pt /E� 't 3216— B6MPN =Jb07 � o, �y- 1, SSW - W OR REMOVE IX BEND AND 445 q19 +00 I,J 21 +00 SS S Ss. - -, j5.69 RIM= J595 o TS (s) �= Joe if 24 ° CONK E/w 275 INS ALL NEW 8" TEE (FLxFL) o v a,r1E = 269 if 8'loF✓cF ✓= 1 8" COUPLING MJ ___ __ __ _ SD l B/M= J5,82 /E 8' CONC(S)=28.3 1 8" ADAPTER (FL%MJ) EX CB r-- o T V if 8G0NC(Y /J =706 ( R /M= JSJ9 r _ 8" MAIN (Wi96 ZONE 87rn i 8 "x10" REDUICE(2 (FLzMJ) w ® w �•t w w w w w VV'� a T T T T T T T T T -- t T T T T RELOCATED EX POT.- E------- o- - - - - -- _ — ]ONL'NE =JOB ' EX = R /M= JSJ lE 6$ONC( =3395 I � I S=345904 r� C• o Renton School District q Oa°'�" "�Transportation Center CtJGFlLI PORTERi. EE y ��a A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION T t�% 413 PINE STREET - SUITE 300 P: 206/343 -0460 26577 �+ i 11 1 �+ SEATTLE, WA 98101 F: 206/343 -5691 D,p ��O6 C PLAN _ I SHEET x.5a01 7.� -3sgc i I I 3461b 4 ?'I --SW 1/9 SEC-8, 33NN 23N, B5E:, WILLAMETTE MERIDIAN - - - - - - `a � fX SSMN P © 3.49 0 S- B• IC (NJ =2S4 _ s a o S A 12 "WA w w w w w w- p /E 12PPC" E SQ N AV=9 U W W 24 N Li.l O SD v 1924 O Z p EX C8 c Z 3u--> RIM= 332@ O O_ N lE 12PCC "Nw -294 c O ¢ O lE 12P✓C SwZ43. S Q �S Z 9✓EJ =2 /E 24 GP E G e c N C3 Z n Z d 0 2 AS 1z•SN/ S GAS OO Z Z o I, o LU¢�u3 Of O W I gg �, z 3��.' o Z" 7 J , w H O. ' g Z E i a da= p ( �F221 , 0 G ao II Q o wz N O E I W O �E 3 H 3a I e F �a -�-- �j o EX C8 n 9/M 3 77 E I lF 12'W-11 2Z 3 m E 97 I E IzP E =zsz mE c_ c d� I FI - T T � 1 n a �+� w I i ' I I � � o a 3 b SEX CB "L R/M 3411 /E I2P' N =285 w lE 12P 5 =28.5 o a /£ IzP E =2a8 a w z K YI a m 4 I aj 8 ( P w - � z a O N � o: o a z EX B RiM= 3zsB w w- a -- w 12" MAIN (W320 ZONE) W i Ex ce W W W --a-- for ree lE B'SI(S)J£1 lE B° COVC(SJ =30B � O R /M= 3353 o - f /E /E 8 /E Ex/S/MG BD/LOINC 1f 74 CMP EJ =75.0 W W W w W W w W W - 24" EX SS/AN / \ E 8 CMP = 74° SD SD _�� V Rllll� 3287 SD SD- /ESBP'�'NgI ==9�7 5[�" SD /E B °CONC(EJ =2860 8• P7SSINC N 70 S O/P �- I /f BGONC(SJ_ =29.22 EX CB TOP OF PIPE =270 / RIM= 3285 w /E 24 GMP(EJ 24.9 _ /F BM' NY/ = 3J I 4 /F l4 fMP /Y /1 =141" O EX /SIINC B0 /LO/NG U E CB lM= JG58 !E 8 MTL(NEJ= 31.2 22 o 21 LF 6" CL52 UTIL M-1116 II 6° WTR IE= 32A 12" SO IE= 30.; Q 4" 45' BEND (MJ) W THRUST BLOCKING LF 4" CL52 DI TO 6° WATER 10" TEE 1j 2 1 ° 2 COUPLIN GATE V 0 ' � O 1 1 -- -'rte 1 I 1 1 i >7 O 0 0 ,I T 00 ,a 0 0 1 0 � 0 -1/4° HYDRANT ASSEMBLY 10 O 1 0 "x6 E (MJxRJ 0 6" GATE V (RJ3 EX 8" W UST BLOCKING N SEWER N O TIL X -IN G 4' R IE= 32.50 $, 0a 12" SO IE= 30.31 'Cl 0 W/ THRUST BEND THRUST 0 0 - LF 4" CL52 DI 4" 45' BEND (M 0 W/ THRUST BLOCK #1 SCI <' a RI - 45..E4 35. IE= 3}.44 6" IN SV.�27. (FL) (1 PIV 4" CL52, DI 0 IE= 344 6"0 E MJ) (1; FDC " + 3}34 8" OUT) 27,48 c GS MJ) SEE DETAIL ID 0o CONSTRUCT OVER E .SS P ALVE (FLxMJ) PN KING FOC I 17 LF 4" CL52 DI 10 "x4" TEE (MJxFLk, i 1 4" GATE VALVE (FLX - - -° W/ THRUST BLOCKING J / 0 93 LF 10" CL52 DI 28 LF 1 X58 LF 10' U X- 0� 1 WT a Ir_ 29.9 42 6 U if X ° ® TiL iN � 12" SDdE=-=�O.74 SS 0 4" W(RgE -J2.5 0 6 SS CO MATCH LINE - SEE SHEET C5.01 RIM TO GRADE 2° RPBA IE= 27.86 UTIL X -ING 2° WATER METER 10" WTR IE= 29.50 SEE DETAIL 12 17 SD IE= 30.61 x•10 40 LF 'K' CO i� LF 6" SERVICE SADDLE SEE DETAIL R11A 11 W TOP - -70 UTIL X -ING W RIS ' IE= 28.4 2" WTR IE= 33.6 W RISER 24.45 18" SO IE= 31.02 MW 6° - 29.34 6' 47 SET METER E gTM= 244,50 1ETAIL 12 8Rd = 24.45 OIL /WATER SE OR DETAIL CO a`iii O TO GRADE � 8.75 UTIL X -ING �ppFR ;... 6" PVC SS 18" SD IE- 3067 - r 6" SS IE= 28.44 O O SS CO RIM TO GRADE COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE, WA 96101 F: 206/343 -5691 SD SO v of O 10 TALL CAS RIS£R o o 0 r, EX C8 MM J295 lE B'SI(S)J£1 11' /E 18 CIAP(NJ =38.9 O o =1 COW WALL f /E /E 8 /E Ex/S/MG BD/LOINC E CB lM= JG58 !E 8 MTL(NEJ= 31.2 22 o 21 LF 6" CL52 UTIL M-1116 II 6° WTR IE= 32A 12" SO IE= 30.; Q 4" 45' BEND (MJ) W THRUST BLOCKING LF 4" CL52 DI TO 6° WATER 10" TEE 1j 2 1 ° 2 COUPLIN GATE V 0 ' � O 1 1 -- -'rte 1 I 1 1 i >7 O 0 0 ,I T 00 ,a 0 0 1 0 � 0 -1/4° HYDRANT ASSEMBLY 10 O 1 0 "x6 E (MJxRJ 0 6" GATE V (RJ3 EX 8" W UST BLOCKING N SEWER N O TIL X -IN G 4' R IE= 32.50 $, 0a 12" SO IE= 30.31 'Cl 0 W/ THRUST BEND THRUST 0 0 - LF 4" CL52 DI 4" 45' BEND (M 0 W/ THRUST BLOCK #1 SCI <' a RI - 45..E4 35. IE= 3}.44 6" IN SV.�27. (FL) (1 PIV 4" CL52, DI 0 IE= 344 6"0 E MJ) (1; FDC " + 3}34 8" OUT) 27,48 c GS MJ) SEE DETAIL ID 0o CONSTRUCT OVER E .SS P ALVE (FLxMJ) PN KING FOC I 17 LF 4" CL52 DI 10 "x4" TEE (MJxFLk, i 1 4" GATE VALVE (FLX - - -° W/ THRUST BLOCKING J / 0 93 LF 10" CL52 DI 28 LF 1 X58 LF 10' U X- 0� 1 WT a Ir_ 29.9 42 6 U if X ° ® TiL iN � 12" SDdE=-=�O.74 SS 0 4" W(RgE -J2.5 0 6 SS CO MATCH LINE - SEE SHEET C5.01 RIM TO GRADE 2° RPBA IE= 27.86 UTIL X -ING 2° WATER METER 10" WTR IE= 29.50 SEE DETAIL 12 17 SD IE= 30.61 x•10 40 LF 'K' CO i� LF 6" SERVICE SADDLE SEE DETAIL R11A 11 W TOP - -70 UTIL X -ING W RIS ' IE= 28.4 2" WTR IE= 33.6 W RISER 24.45 18" SO IE= 31.02 MW 6° - 29.34 6' 47 SET METER E gTM= 244,50 1ETAIL 12 8Rd = 24.45 OIL /WATER SE OR DETAIL CO a`iii O TO GRADE � 8.75 UTIL X -ING �ppFR ;... 6" PVC SS 18" SD IE- 3067 - r 6" SS IE= 28.44 O O SS CO RIM TO GRADE COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE, WA 96101 F: 206/343 -5691 SD SO v of O 10 TALL CAS RIS£R o o 0 o , 3 � EX CB(/1 R!M 3�6 c /E IY M�NJ =25B 0 10 20 40 Call 8" SD /E 12" DM{ 8) =257 S am swim= D z /E e" JP(� J =z77 before you 29O „ id's SCALE 1" 20' EX hlM= 3342 e D g. CB = .34 ;(110 TO S,= SD 95 tlG7 °S or - 24' SD ®® 1- 800 - 424 -5555 fX SOMN UNDERGROUND SERVICE (USA) SOMH RIM 3268 lE 12 CONCI J =26.01 lE 18 CONCr) =2643 CB 1E 24 "CMP(j ))26.01 OI�I�IED R1M =32/4 �� N /E BPYC(M.f� =2 &5 �9�9�N (R ' /E 8AW(N)=287 12200NORTH FOURTH DISTRICT TREET 3 RENTON, WA 98055 i ARCHITECT H I McGRANAHAN ARCHITECTS 2111 PACIFIC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383 -3084 CONTACT: THOMAS MARSHALL I ENGINEER S VAULT I COUGHUN PORTER LUNDEEN _ 413 PINE STREET, SUITE 300 �> SEATTLE, WA 98101 (206) 343 -0460 CONTACT. ALAN JACOBSON, PE I' n SURVEYOR PACE 1601 2ND AVE, SUITE 1000 .r! SEATTLE, WA. 98101 (206) 441 -1851 CONTACT: NEIL S CABBAGE, PLS 3 S= 345905 ov I�. LEGEND 3 I EMSTING REMOVE PROPOSED ASPHALT PAVING I CONCRETE PAYING M ME BUILDINGS GRAVEL IL° :...,....,$1 F- - -1 i J L- -J 12' SD Ex CB SD 1 R /M= Jam I CURBING 1 lE 18LON 11 2700 Sr1 329x ROCKERY C� cmcm E JB CPEP(5!f2220 lE 12 CPFP =303? if 12 "CPFP(Yi! 2250 TREE W /PROTECTION so ° (D.. 3 WATER LINE -v +- I STORM DRAINAGE UNE -SD- IF I SANITARY SEWER LINE -ss- POWER -P- -P- TELEPHONE LINE -T- -T- (�. I I GAS LINE -s- -G- ,�: I WATER METER/VALVE /FHB Po q ta►4t 1 I STORM CB /NTH ; y SANITARY SEWER MH /CO / \ o • • GAS VALVE /METER t0 0 1* STREET LIGHT ASSEMBLYO- `' o CONSTRUCTION LIMITS r, 3N O o 0 o o , 3 � EX CB(/1 R!M 3�6 c /E IY M�NJ =25B 0 10 20 40 Call 8" SD /E 12" DM{ 8) =257 S am swim= D z /E e" JP(� J =z77 before you 29O „ id's SCALE 1" 20' EX hlM= 3342 e D g. CB = .34 ;(110 TO S,= SD 95 tlG7 °S or - 24' SD ®® 1- 800 - 424 -5555 fX SOMN UNDERGROUND SERVICE (USA) SOMH RIM 3268 lE 12 CONCI J =26.01 lE 18 CONCr) =2643 CB 1E 24 "CMP(j ))26.01 OI�I�IED R1M =32/4 �� N /E BPYC(M.f� =2 &5 �9�9�N (R ' /E 8AW(N)=287 12200NORTH FOURTH DISTRICT TREET 3 RENTON, WA 98055 i ARCHITECT H I McGRANAHAN ARCHITECTS 2111 PACIFIC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383 -3084 CONTACT: THOMAS MARSHALL I ENGINEER S VAULT I COUGHUN PORTER LUNDEEN _ 413 PINE STREET, SUITE 300 �> SEATTLE, WA 98101 (206) 343 -0460 CONTACT. ALAN JACOBSON, PE I' n SURVEYOR PACE 1601 2ND AVE, SUITE 1000 .r! SEATTLE, WA. 98101 (206) 441 -1851 CONTACT: NEIL S CABBAGE, PLS 3 S= 345905 ov I�. LEGEND 3 I EMSTING REMOVE PROPOSED ASPHALT PAVING I CONCRETE PAYING M ME BUILDINGS GRAVEL IL° :...,....,$1 F- - -1 i J L- -J 12' SD Ex CB SD 1 R /M= Jam I CURBING 1 lE 18LON 11 2700 Sr1 329x ROCKERY C� cmcm E JB CPEP(5!f2220 lE 12 CPFP =303? if 12 "CPFP(Yi! 2250 TREE W /PROTECTION so ° (D.. 3 WATER LINE -v +- I STORM DRAINAGE UNE -SD- IF I SANITARY SEWER LINE -ss- POWER -P- -P- TELEPHONE LINE -T- -T- (�. I I GAS LINE -s- -G- ,�: I WATER METER/VALVE /FHB Po q ta►4t 1 I STORM CB /NTH ; y SANITARY SEWER MH /CO / \ o • • GAS VALVE /METER t0 0 1* STREET LIGHT ASSEMBLYO- `' o CONSTRUCTION LIMITS a I I aI I� �I Renton School District Transportation Center ICI f� F son.I Old 3N a I I aI I� �I Renton School District Transportation Center ICI f� F son.I Old W *3,/4" SQUARES SPACED - 3/4" CONCRETE BLOCKING SIZING PROCEDURE NDICATED - HT. 1/8" CONCRETE A. GENERAL - Go to Table 2: Table 2 gives the safe bearir load for N y 5 CLASS 3000 THE AMOUNT OF CONCRETE REQUIRED TO ANCHOR HORIZONTAL BENDS, g 9 ° TEES, AND DEAD ENDS DEPENDS ON THE STRENGTH OF THE SOIL. THE sand and gravel: 3,000 lbs. /sq. ft. N .: - Go to figure 1: figure 1 indicates the position s o A 1 0 METHODS OF PLACING CONCRETE TO KEEP THE JOINT ACCESSIBLE IS 1/2° SHOWN IN FIGURE 1. THE AREA IN SQUARE FEET OF CONCRETE WHICH of the concrete for blocking the 90' bend "'- MUST BEAR AGAINST THE SIDE OF THE TRENCH IS FOUND BY DMDING - Go to the specifications of the project and find ° - THE THRUST IN POUNDS SHOWN IN TABLE t BY THE S4fE BFARING LOAD depth of trench (h) = 4 feet � � c,i � 4-3/4" OF THE SOIL AS SHOWN IN TABLE 2. -Width of trench (W) = 3 feet IW- Oz ¢ 12 "0 8. CRITERWith the above assembled information, z 1 -x 1. THE SIZING PROCEDURE IS FOR HORIZONTAL OR DOWNWARD WO c COVER TO READ °SEWER° THRUST ONLY. we proceed to the final calculations: IN RAISED LETTERS RAISE -1/2 FIBER JOINT PACKING 2. HEIGHT OF THE THRUST BLOCK MUST BE EQUAL TO OR LESS p O N GO NOTES. WIDE BORDER THAN 1 2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK Thrust 21 60_ O F -C C.D / -Area of Concrete (A) _ _ 000 7.12 sq ft. BASE Safe Bearing Load 3,000 1. IN UNIMPROVED AREAS POUR 1' -0° THICK 2' -0° SQUARE 3. THE THRUST BLOCK BEARING FACE IS APPROXIMATELY on z 1"- O CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. 10" RECTANGULAR. Depth of Trench in Feet 4. THE CONCRETE BLOCKING SHALL BE AS PER APWA _ 2 O an o PIPE MATERIAL =PVC SDR 35 45' (1 /8) BEND - Maximum Height of Thrust Block Hm z z 0 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUr RING g" SPECIFICATION 74 -2.14. 9 ( ) _� =-4= 2.0 ft. O AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. C. SYMBOLS 2 D = OUTSIDE DIAMETER OF PIPE IN FEET - T = THRUST IN POUNDS AT THE FfRTNG (TABLE 1) - Depth of Concrete Thrust Block (Dc) 1 -1/4'• 1/2' 2" 5J8" SBL = SAFE BEARING LOAD IN POUNDS /SQ. FT. (TABLE 2) 88 r� H = DEPTH OF TRENCH IN FEET _Width of Trench in Feet (W) - Outside Diameter of Pipe (d) Z 3 2 -7 8' 4' m A =AREA OFFCONRCEtE WHICH MUST BEAR AGAINST = 3 - 0'2 = 1.13 ft. 2 W Amo of Concrete WQ a 7 `a - Maximum Length of Thrust Block (Lm) -Height of Concrete S THE SIDE OF THE TRENCH IN SQ. FT. y ,,,;,c HM = MAXIMUM HEIGHT OF THE THRUST BLOCK IN FEET =A-=! .2 _ 3.56 ft. p DC = DEPTH OF THE CONCRETE THRUST BLOCK TO Hm 2.0 BEARING SURFACE IN FEET 7 -3 4 - - Required Amount of Concrete = (Height x Depth x Length) x 0.03704 UA = MAXIMUM LENGTH OF THE THRUST BLOCK IN FEET _ (Hm x Lm x Dc) x 0.03704 B II PLUG TO BE SEALED (( O ; --� -T- IN SAME MANNER AS = 3 Y 0 cu. 56d z 1.13) x 0.03704 Z N 15" - - _ _ MAIN SEWER JOINTS. ,,,,,1 NTS a' CAST IRON RING AND COVER Sudary Sewer Cleanout b GROUND SURFACE TABLE 1 S 2� V = TOP ELEVATION= SEE TABLE OIL /WATER SEPARATOR NOTE h d • `o HOLD -DOWN "? THE OIL WATER SEPARATOR SHALL BE UTILITY VAULT 577 CPS APPROVED EQUAL Hm h m o ° FOR COALESCING MEDN o.- WITH THE FOLLOWING SPECIFICATIONS: 2 ' wz 9 _ �'E DESIGN FLOW 0.363 CFS BLOCK BASE \� 3 a RISERS PROJECTED PLATE AREA 590 SQ FT Dc (SEE TABLE) DESIGN TEMPERATURE 39' F W SPECIFIC GRAVITY OF OIL 85 gm /cc ►-ti W a a o o MINIMUM OIL PARTICLE SIZE REMOVED 60 MICRONS c 6° INLET _ _ _ _ o / o _ Q 6° OUTLET DO NOT PAVE OR GO UNTIL AFTER SEPARATOR MODULE HAS BEEN INSTALLED. D. CALCULATION EQUATION IE= (SEE TABLE) = IE= (SEE TABLE) FILL WITH CLEAN WATER PRIOR TO START UP. 1. Area of Concrete (A) = Thrust In Pounds =1 Size Pressure PSI Thrust at Fittings in Pounds Tees 90' 45' 22 -1/2" 11 -1/4° INLET IE 29.72 Dead Ends Bend'. Bend Bend Bend 3° 300 2,120 31000 1,630 830 430 4° 300 3,780 5,370 2,910 1,470 750 6° 300 8,500 12,001) 6,510 3,320 1,700 8" 300 15,100 21,360 11,550 5,880 3,020 10" 275 21,620 30,570 16,540 8,430 4,330 12" 250 33,930 48,000 25,950 13,260 6,780 14° 250 46,200 65,370 35,340 18,030 9,240 16" 225 45,250 64,0 0 34,620 17,650 9,050 18" 200 50,900 72,0gqO 38,940 19,860 10,180 20" 200 62,840 88,900 48,080 24,520 12,560 24° 200 90,480 127,9j30 69,200 35,320 18,100 30" 200 141,370 199,9130 108,150 55,140 28,280 36° 200 203,580 287,950 155,740 79,400 40,720 j Safe Bearing Load In Pounds / SBL 7C - OUTLET PIPE NOTE: WITH SAMPLING TEE OIL WATER SEPARATOR SHALL BE UTLIIY VAULT 577 CPS COALESCING PLATE STORM 2. Maximum Height of Thrust Block (Hm) = Depth of Trench in Feet -h TABLE 2 WATER SEPARATOR MODEL 577 -SA OR APPROVED EQUAL INLET PIPE BY OTHERS 2 2 TSaafe Bearing Loads iinn Lb. /Sa. Fth f II t 61 f o m WITH SAMPLING TEE 'J (Width of Trench in Feet) - e s e eanng oa s given In e o owing o e are or (Outside Diameter of Pipe in Feet) horizontal thrusts when the depth of cover over the pipe 3. Depth of Concrete Thrust Black = 2 2 exceeds 2 feet. 4. Maximum Length of Thrust Block (Lm) = Area of Concrete = A SOIL �e per Siii. Load Maximum Height Hm •Muck, peat, etc. 0� f 5. Required Amount of Concrete (Cu. Yd.)= (Height x Depth )x Length) x 0.03704 Sa dCI% 2,000 = Hm x Lm z Dc x 0.03704 Sand and Gravel 3,000 E. EXAMPLE Sand and Gravel Cemented with Clay 4,000 1. Proe Hard Shale 10;000 : Calculation of the amount of concrete required to block a 90' bend in an 8° ' • , VAULT p C.I. water main; the normal operating pressure in the pipe will be 65 psi *In muck or peat, all thrusts shall be restrained: by piles or 577-CPS and the soil condition in the area indicates sand and gravel. tie rods to solid foundations or by removal of amuck wa z 6 SEDIMENT WEIR-/ �- -COALESCING MEDIA qL RETAININ4 -1/2° NTS or peat and replacement with ballast of sufficient BAFFLE Sand 1 Oil Separator - 2' '�' stability to resist thrusts. Maximum testing pressure (See Table 1) = 300 psi. - Outside diameter of 8° pipe = 9.05 in. = 9.05/12 - Go to Table 1: The testing pressure of 300 psi, we see a that the thrust on a 90' bend is 21,360 pounds. s a 8 °x8° VERTICAL CROSSING (WxFL) ((1)) 8" BLIND FLANGE a (1) 8° BLIND FLANGE W/ 2° TAP & 2° PLUG \ o. 1 8° PLUG (MJ) W/ 2" TAP & BLOW OFF 11 -1/4' a W/ TEMP BLOCKING 90' BEND w REMOVE CLEANING 'POLY-PIG" CAP a 0 22 -1/2' FIGURE 1 '.. EXISTING 12" DI WATER EXISTING 12° DI WATER M NOTE: FOR CONVEX VERTICAL BENDS BLOCKING .�{ tp• It- SEE APWA STANDARD PLAN NO. 73. �A �e 4 AFTER ALL TESTING, CLEANING, 1 12 °x8° TEE (FLxFL) S AND DISINFECTING REMOVE TEMP 2 12° GATE VALVES (FLxMJ) �.�6 ",>3'�`'�•a�' BLOCKING & BLOW OFF AND CONNECT 1 8° GATE VALVE (FLxMJ) WITH 8" SLEEVE (MJ) & 8° SPOOL 2 12° SLEEVES (MJ) zo 2 8° SPOOLS (MJ)�Q N FPJAL WTI DEAL TESTM DUAL 1 8° PLUG (MJ 45' BEND W/ 2" TAP & TEMP BLOW OFF TEE `+ W/ THRUST BLOCKING NITS �/� DETAL A Concrete Blocking Sizing Procedure L ,�tir� C. Ao Renton School District SHEET COUGHLIN PORTERL EE 444 w°fw�s �� Transportation Center A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y er a" °® IFMZO 413 STREET A 981 SUITE 300 P: 206/343 -5691 A�8 '�'Y (015 1NTS SEATTLE, WA 98101 F: 206/343 -5691 0 °v@g$T /�Q° „/ � 1 Water Testing and Correction Detail 1® sIONAL 1islio DE'T STORMWATER 0/W SEP BUS WASH 0/W SEP SERVICE BLDG 01W SEP TOP EL 34.85 37.27 35.90. INLET IE 29.72 28.64 30.27 OUTLET IE 29.72 28.64 30.27 RISERS (1) 12° (1) 18° (3) 24° (1) 12" (1) 24° (Width of Trench in Feet) - e s e eanng oa s given In e o owing o e are or (Outside Diameter of Pipe in Feet) horizontal thrusts when the depth of cover over the pipe 3. Depth of Concrete Thrust Black = 2 2 exceeds 2 feet. 4. Maximum Length of Thrust Block (Lm) = Area of Concrete = A SOIL �e per Siii. Load Maximum Height Hm •Muck, peat, etc. 0� f 5. Required Amount of Concrete (Cu. Yd.)= (Height x Depth )x Length) x 0.03704 Sa dCI% 2,000 = Hm x Lm z Dc x 0.03704 Sand and Gravel 3,000 E. EXAMPLE Sand and Gravel Cemented with Clay 4,000 1. Proe Hard Shale 10;000 : Calculation of the amount of concrete required to block a 90' bend in an 8° ' • , VAULT p C.I. water main; the normal operating pressure in the pipe will be 65 psi *In muck or peat, all thrusts shall be restrained: by piles or 577-CPS and the soil condition in the area indicates sand and gravel. tie rods to solid foundations or by removal of amuck wa z 6 SEDIMENT WEIR-/ �- -COALESCING MEDIA qL RETAININ4 -1/2° NTS or peat and replacement with ballast of sufficient BAFFLE Sand 1 Oil Separator - 2' '�' stability to resist thrusts. Maximum testing pressure (See Table 1) = 300 psi. - Outside diameter of 8° pipe = 9.05 in. = 9.05/12 - Go to Table 1: The testing pressure of 300 psi, we see a that the thrust on a 90' bend is 21,360 pounds. s a 8 °x8° VERTICAL CROSSING (WxFL) ((1)) 8" BLIND FLANGE a (1) 8° BLIND FLANGE W/ 2° TAP & 2° PLUG \ o. 1 8° PLUG (MJ) W/ 2" TAP & BLOW OFF 11 -1/4' a W/ TEMP BLOCKING 90' BEND w REMOVE CLEANING 'POLY-PIG" CAP a 0 22 -1/2' FIGURE 1 '.. EXISTING 12" DI WATER EXISTING 12° DI WATER M NOTE: FOR CONVEX VERTICAL BENDS BLOCKING .�{ tp• It- SEE APWA STANDARD PLAN NO. 73. �A �e 4 AFTER ALL TESTING, CLEANING, 1 12 °x8° TEE (FLxFL) S AND DISINFECTING REMOVE TEMP 2 12° GATE VALVES (FLxMJ) �.�6 ",>3'�`'�•a�' BLOCKING & BLOW OFF AND CONNECT 1 8° GATE VALVE (FLxMJ) WITH 8" SLEEVE (MJ) & 8° SPOOL 2 12° SLEEVES (MJ) zo 2 8° SPOOLS (MJ)�Q N FPJAL WTI DEAL TESTM DUAL 1 8° PLUG (MJ 45' BEND W/ 2" TAP & TEMP BLOW OFF TEE `+ W/ THRUST BLOCKING NITS �/� DETAL A Concrete Blocking Sizing Procedure L ,�tir� C. Ao Renton School District SHEET COUGHLIN PORTERL EE 444 w°fw�s �� Transportation Center A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y er a" °® IFMZO 413 STREET A 981 SUITE 300 P: 206/343 -5691 A�8 '�'Y (015 1NTS SEATTLE, WA 98101 F: 206/343 -5691 0 °v@g$T /�Q° „/ � 1 Water Testing and Correction Detail 1® sIONAL 1islio DE'T