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Home My WebLink AboutWTR2700646 Renton Bibb Church Union Ave. N.E. & N.E. W-646 1 oth St. BEGINNING OF FILE FILE TITLE , � IG CA ,, YC4 Uh ; oh AYE . H � � =T CIATES ENGINEERING SURVEYING PLANNING April 20 . 1981 Mr. Ron Olsen City of Renton Utility Department City Hall, 200 Mill Avenue South 1 Reston, Washington 98055 Re: Renton Bible Church Triad Job No. 79-226 Dear Mr. Olsen: Attached please find the original mylar for the Renton Bible Church Water Plan. I have sent copies to the aepropriate utility companies and have left the preconstruction confer- ence arrangements up to the Client. Thank you for your prompt review and assistance. Sincerely, TRIAD ASSOCIATES J. Lewis Design Engineer REL/jh Enclosure c p�Y 1� 11415 N.E.128th Street+ Kirkland, Washington 98033•(206) 821.8448 /TO: SPEEJ LETTER /I 42 r ry)r2, i A f. T '�� ,. F �:hv � `_ S f 1 � 1 I y ' L 1 4 -� t T � A I ? 1� it� at ��.�.! � 1 .�: cat > � t 5, � � � # r � �� 5 � 4 ? .:n i y .ry I. u �, n v k WATER SYSTEM CALCULATIONS FOR THE RENTON BIBLE CHURCH RENTON, WASHINGTON Prepared by: Roy Lewis Job No. 79-226 J��Q was;; 9 March 18, 1981 N , 9 C.. P fr'"sli. *X.3 ON AI to •��r..//r MAR `' 0 1981 AM UNIAD .A. IATSE ENGINEERING SURVEYING PLANNING P.EGY//,CEQ f/.C'E fLD�t/ ^- 3250 G.dil1 �Dry eaE,e 11i4",tr— 33�y�ooys /oBa �D,n�,y I . JMzW o�fss4AZ e C'G"jirLf%ml - �/S',olllo /4l oe 646ssr IV fiesr f,!/. AEE- FLO!(/ 7.s/.C'Odbs/ D�E.Ti' 6,47E fS�l!/E q,S'Fr 1,4A"I//LGt/T' LE.Ubr�Y Of ifc f5t'O//l 7EE 7rr Acz.. ""0 j 1140IV u 101J6x1 44f 6gFE j fr fLDly Ti1.l'GY/G� %D°,BfriD /it/ �.f/ /� �r �,s! /fZ TD ��EL'auD f,,t/ELBGW/: ��Bfr j JElO.uO i.,c% FLok' 7�.�o�rdy � 'i�roE rD 6.�7d s%�LsE Zqf> f.Dld 7//.ClJU6//QLfitl b'Al� .4.zlJE ,1"5fr FLDId 7oEOWx,*1 rO'A6 74 f,� ��> 7v /DB3 G!i/J 7�s/.lGY.6.t� B��.,"- G " O,.r ^- Q4� Y-• iZ,�/fo5 TG1,o& ,s/fdUlo�S 2i/f oe 9.2�sz 2/G(v a.Dh/ Tif1,eD//d1,1 /07'> Y- i3.85 /Of�3 Go//J 7,W,:%,,40W U E.1'�Gl1rt/T, i/�°E �0.�/ !'EGDBi7iE�, 7�t/OGfssi �7 Lirrl� 7%/E �.f'.�,tfi7JEGY" LDu� dsE of 7'�S�G Sl'.S�firJ. i 22-08 WATER DISTRIBUTION-HEAD LOSS IN VALVES, FITTINGS, ETC. Example: The dotted line shows that the resistance of a &inch Standard El- bow is equivalent to approximately t6 feet of 6-inch Standard Pipe Note: For sudden enlargements or sud- den contractions use the smaller diame- O ter. d. on the pipe size scale. Globe Valve,Open Gott Valve 3000 �Closed r•— posed 2M 3{Closed Fully Operi 1000 48 SO S00 42 Angle Valve,Open Standard Ta 36 141t1 :°° u Squaw Elbow 23 xo to Close Return Bend `- . -J 100 IB 76 rr+�1 Borda Entrance � !4- 11 Standard Tire 10 it yD30 10 Through Side Outlet 0 e Sudden EnGrrgeftient- _ J5 yj d/D-iA i �� 6� �t711—� �db— 'h ,o r a s s Standard e or run o! l d/D- 4 reduced Tee adaced � IIt -,'�,_.� S 6 4-- Ord inary Entrance 3 3 3 3 Z z z� Medium Sweep Elbow or ED run of T«reduced Sudden Contraction I .4/D—!4 IYt d/D-�i 0.S III alb—�t OJ 1 1 Long Sweep Elbow or 0.2 run of Standard Tee IS' Elbow 0.1 0.S RESISTANCE OF VALVES AND FITTINGS TO FLOW OF FLUIDS NOTE: Head loss through check valves varies with types manufactured. Consult m0,)utfocturer "or correct values. rrom Crone Co. Coiclo9 No. Ql. dr0miCIATES ENGINEERING SURVEYING PLANNING March 30, 1981 Mr. Ron Olsen Utility Department City of Renton City Hall - 200 Mill Avenue South Renton, Washington 98055 Re: Renton Bible Church Triad Job No. 79-226 Dear Mr. Olsen: Attached foi signature is the original mylar of the water plan for the Renton Bible Church. Thank you. Sincerely TRIAD ASSOCIATES Ro E. Lewis Design Engineer REL/jh Enclosure 11415 N.E.128th Street*Kirkland, Washington 98033•(206) 821-8448 ENGINEERING SURVEYING PLANNING March 30 , 1981 Mr. Ron Olsen Utility Department City of Renton City Hall - 200 Mill Avenue South Renton, Washington 98055 Re: Renton Bible Church Triad Job No. 79-226 Dear Mr. Olsen: Attached for your review and approval are tour sets of revised water plans for the Renton Bible Church. These revisions were made per our telephone conversation of March 26 , 1981. If you have any f4-ther comments, please contact me at 821-8448. Thank you. Sincerely, TRIA��D""" ASSOCIATES Roy E. Lewis Design Engineer REL/jh Enclosures 11415 N.E.128th Street Kirkland. Washington 98033+(206) 821-8448 WATER SYSTEM CALCULATIONS FOR THE RENTON BIBLE CHURCH RENTON, WASHINGTON Prepared by: Roy Lewis Job No. 79-226 �'��PL� wishN'Pt ti o March 18, 1981 N i V F � F GISTF.' .�V At ,'T' MAR u ,yer =vINA RCIATES ENGINEERING SURVEYING PLA!:•IING i�2�v ..CE.�/1GN/ ,�/G°LE °�G'.c�''„� — �/,Q /'f,,,,•'y� 3//B/B/ � / Di3 EdU/vi,L�.r.l Lf,./'6T//Df B's'iEE Tl f/J T F..v 7EE /2';r'B"rEE-.�ord��,Pc��s-' ✓/OE 4v�1f1 43�'" fL�U r�y`�U6H B',o! 7D l4k5 r 7EE �Zfs 9"r�''TlE- /-LOB T�.tnOGl�if/✓/D� G?%1�,� �-` fr FLD�U rH,Waw pffrl"W vAGvZ 3sf� FLDIf/ T/1�CLY/G// `�D°,BE.rrC /�t� fi� /l0 A F�Dsr/ r//.�lx/lr� B"f/�E 7o E�Ev�/ 2B4f> 29Bf> I i FLD�f/ �.ti,�vvdt> d ".oil' >D 6.s�r.� !//>LvE Zq•�> f✓O/�� 7�f/.lGf%6//G�f-.t/ 6.�rE !/�DLv� 3,5ff lv';i`E 7,0 75'`> 729 /DB3G�/l1 7/'lGY/6H B3,>�>- eel " 0,7: 1417 Y /3,B5tis 7n7.1L 1s/ ZLOSS CriBs C G - Ed///`Alfvr loaldlir LEA✓Dr�/XfEle7 !. iQ'�L f.�E55�iPE� driL -0'9 C/ 22 -00f/A , .S,7//� 22-08 WATER DISTRIBUTION-HEAD LOSS IN VALVES, FITTINGS, ETC. Example: The dotted line shoes that the resistance of a &inch Standard El. bow is equivalent to approximately 16 feel of 6-inch Standard Pipe Note: For sudden enlargeme.as or sud- den contractions, use the smaller drama O O ter, d. on the pipe size scale. Globe Valve,Open Gate Vale 30M pried 2000 q posed 1A posed Fully Open 1000 48 SO y 500 42 Mgle Valve,Open Standard Tee 36 (��}+ 300 ]D 30 Il 200 Squarere Elbow 22 20 20 Clow Return Bend— _ _ 100 Is 16 Y y 1{ Borda Entrance SO 12 30iL d: 10 10 Standard Tee/ -E+D i' E1 47 94 �y Through Side Outlet 20 8 .J ,ram �d/D—1A �1 d/D_ L S s O standard Elbow or run of I G; 4 Tire reduced l ��L _ s b + Il Ordinary Entrance3 3 3 21/2 2 Medium Sweep Elbow or 2 run of Tte reduced Sudden Contraction I 1 d/D-% d/D—Y2 I1A —d/D-31 O.S C/ vJ 0.] Long Sweep Elbow or -0.2 run of Standard Tee 43' Elbow 0.1 -ns RESISTANCE OF VALVES AND FITTINGS TO FLOW OF FLUIDS NOTE : Head loss through check valves varies with types manufactured. Consult manuracturer for correct values. From Crone Co. Co{dloy No, d/. WATER SYSTEM CALCULATIONS FOR THE RENTON BIBLE CHURCH RENTON, WASHINGTON Prepared by: Roy Lewis Job No. 79-226 ��P�� NA 4 6 March 18, 1981 STEP 3 let I Ai&TRIAD MAR '' 0 1981 Wi WA ATES ENGINEERING SURVEYING PLANNING .Q:UTGk/ ,o',71 Z '•f/l/AQYII — wA•�,�'.�l'ST� %%Bi /083 'oe loA. 6�sz "Wov 't✓E.Wr1 Lf,.ri6T//Df B f / TEE /2':rB'��E-�tW;Wlmg�w FLDlr/ >N.�Dr/6./ Dffr/ 6/JTE f'is'L!/E A,5'fi f,CLkfi rY,�DUbr/ B"�/`L 7D , lL�..r�' TEE 72� E�✓vi�.t�Lfu> LE.Ub�� Gf d"/�ifE fO/l/ TEE Tli' fi,E',SJ' f,.v ftaa rs/29u�� d'�/�E ro 40WV tlA-11-14 29�r fLD/a �H�DU6� D�f,�/69TL a&OAE l'44Z 740 fDl!/ TH�giG// �/D°BfriD /N .s.f/ /� fr eg---,fr-�'r F1� fs/ TfL Tl ,Y,e!a LD 441 ECBDsf/: B':Ylo''74f - fz'Dll/ Tis'lDl/Git/.�l/.1/Df 7E� ,t�fs F�D!•v TN.�G�'/lr/! B"�/l.E TD ELBDX/ ?�?f> Zoe sr Aadf..e,° XINr-W- E 'Oor FioW �.s/,Co!/d�r/ to '41 IV E F�DId 7�Y.lG�'/6�Gfr/ 6AlrE l///LdG 3Sfr FLOI�/ 7�.�O1/6H lo'051W 7, 75f� �faOLD�� To Z/Avdi/11 /oB3 Gs✓i/� T,�.�a�.y 8��- � " �„7 --- &4� y- /�3/fog s/f�D/oss � sE�,uo �ifE �r✓r'o,F�.�- Z///(o /0,�/7f� �Y/' /385Fi5 BW,.r. 7�/fi' / r /A AP5 /Od3 liv/!/ TiY,(Z�!/b.'� �5�r - lv';DI. �•. 7�--f s �'>/Z.�`r� .57/ITIG /l,E.�O Lots -� 4G4-�/lo -- �g•�r rlEiG�it�L f,?lt�:„4f�E^' //S.¢f'�D.G� SO,Op.Ss G�;B�/oX/o-S� G Diss �.ae�b G > E�r//i�'.t'lE,ur,oi,� l..Ei✓Grp iv.sE� G = /20 fO,E' 9ratol'fiJtc" 2'O D.T. �XC.�GLfM: F/f'E /'CO/l/ .vfLOG'/1/.Ej� Tif�Ol/lrr!/ ,,1� L/71LE -✓/6,�•� �/_"E /�//ice �✓;��t/ .ULCE.�.s'B� �D.v�i.�f.C'i,�b 22-08 WATER DISTRIBUTION-HEAD LOSS IN VALVES, FITTINGS, ETC. Example: The dotted fine shows that the resistance of a 6-mch Standard El- bow is equivalent to approximately 16 feel of 64nch Standard Pipe Note: For sudden enlargements or sud- den contractions. use the smaller disme- O O A ter, d, on the pipe site scale. Globe Valve,Open Cart Valve 3000 Closed 2000 y2 Cloaed —A Closed Fully Opeo 1000 4e4S0 S00 {2 Angle Yalve,Open Standard Tee 36 300 b b 200 yt Square Elbow I2 4 / 1',' 10 to i.loe Return Bend _ 100 iB 16 14 Botda Entrance So k L, 12 tC C to — Standard to Standard Tee/ �: D i� 20 {i 4j y Through Side Outlet Zd/D—J 20C 8 Sudden Enl:rgeft"t- _JS _ 7 � LY.�+ _d D—N to y t .'! d/D��I �fiT � S ! �GGG Standard Elbow ce run of 4 Tee reduced 14 ti z.� S 6 { Ordinary Entrance 2 > > � 2 2t� 2— Medium Sweep Elbow or 2 run of Tee reduced Sudden Contraction 1 1 d/D"'A � d/D—yt lu za 1 l OJ Long Sweep Elbow or 0.2 ' run of Standard Tee 45' Elbow 0.1 0.S RESISTANCE OF VALVES AND FITTINGS TO FLOW OF FLUIDS /V -ITE: Head loss through check valves varies with types monufactured. Consult monufbcturer for correct values. Fromm Crone Co. Co io loy No. 41. WATER S"STEM CALCULATIONS FOR THE RENTON BIBLE CHURCH RENTON, WASHINGTON Prepared by: Roy Lewis r•' pe, ,t' Job No, 79-226 March 18, 1981 Q � e Fc�s1Fa A0Ife SSION A� d�� MeR ' , 1981 RI =_ MATES ENGINEERING SURVEYING PLANNING .P.EL . �.IsiGw .f�/BLE '�l/.('L�.fl - �/ .e✓'f✓Ti 3//B/®/ /OB3 .I�/�T.� �,lfSSU,�E G� �'�,f/rYEL'TIDr✓ 05 4/lO '� /�9 Ioe �46� EDvi/� Lftibr.�/Df r3'�i�E TTJ fi,�rf,�/ TfE: /c';✓B"TEE-«olUr��v��' ✓/OE Dl/llE1' Q,��" fLrxU TH�DU6iY B"�/. 7,9 iflE.l1 ,TEE 7 i EC✓�ivyLfv> LE.Ubr.� Of D';OlFe f Aoow 1fE 7l f5%rzT TfL- w✓/OE a/r�- i. "la r//,e4f16 ./ rD 6.s>>E liA�dE P9fr fLDla TiY.�OU6,f/ O�ftJ 6/�TE !///C!/E 35Fr .IE<at/D F,,t/ELBDsd "OW T.f/fGi%l>if� B'��E TO LG90la' ��¢f> ��Bfr fLDld 7,s/,Cw/6.r/q�l..rl 6/rrE !/.t1Ld� .:,5f� FLDI!/ 7i!/.l'"ll lv'%/�.E 7.1' fLGY(/ T./.CDdG•Y 90°�E.dO /.ri f/,/ /G f, _ ��fr lW2. LDS To AIZC57' F/,6� Z14WI-Y6s%w ram/. mow /ids' -Q"laz AV3 60/J✓ ris�CG'Gr6N B� ter- G ' 0.1' - &4� Y /Z,3/f�� TO�iq[ //Ei1D�o�5 -- 2i/f�ae 9.Z�z ,/f�DLaSs To sE�.Wo F/,ram i/�'G,r,�,cr //.E. /,t 4Z4-4/l0 8Fr 71J7.t�L iYfi�DLD'r� �,• �:(�Ae /�rv�z 0.1�'!�Gt'E^' //S4fr0� soDP�z G = Ew///`i9lfr/>�/� LE.uGr,�id.sEfs � _ /2o Foe �iro(arfst£EGrD D,r. E.1G��F.ur f/fE �LD/d I�ELOG':riE�, TsiOl/6.t/ L�'7rLE /%/6�, /gee-e /vwsolE T//.�il/ /11�f,�i�e9l� CD.t/srizll.L/wb 7, S/�SrE.rI 22-08 WATER DISTRIBUTION-HEAD LOSS IN VALVES, FITTINGS, ETC. Example: The dotted line show that the resistance of a 6-mch Standard El- bow is equivalent to approximately 16 feet of(-inch Standard Pepe - Note: For sudden enlargements or sud- den contractions. use the smaller deamo O O ter. d. on the pipe size scale. Globe Valve,Open Gate Valve 3000 }{Closed 2000 q Closed A Closed Fully Open -f000 48 SO A S 42SIX Angle Valve,Open Standard Tee M Square Elbow 22 20 20 Qose Return Bend \\�= 100 18 - 116 !{ Borda Entrance 50 12 IL ' ✓t 8 10 10 Standard Tee �D�« 30 4. 3 q Through Side Outlet —_�_-1 20 8 Sudden Enitirge7ltrnt- __ _ _M1 � 7 a /D-a{ u d � S S Standard Elbow or run ofj d' 4V: { Tee reduced S Ordinary Entrance S � ' 2 2 z Z 2 21/t 13 Medium Sweep Elbow or 2 run of Tee reduced�4 Sudden Contrar-am 1 d/D u d/e—�t 11A f� d/D— 0.S OJ 1 1 lrun g Sweep Elbow or 0.2 of Snd ta ard Tee 45' Elbow 0.1 O.S RESISTANCE OF VALVES AND FITTINGS TO FLOW OF FLUIDS /VOTE : Head loss through check valves varies with types manufactured. Consult monufbcturer for correct values. Flom Crone Co. Cofalo9 No. Q/. ENDING F FI lF TITLE 6 � 6 RENtON V � � lG � nNrG�i t„ o„ Ate .LJ No � ! 0 � St