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HomeMy WebLinkAboutW-399101F— W 75 G W C) z O U LIJ L1J z z ¢ J z C) LL. LL I ~ t � X C) J = Li l z F-- 0 1 0 rr m J U) ry i o z CD W N � U � J N � U 0 a o w o � Q O W rr V) J V) J LJ v ¢ Q � F Of O z I to I N O 00 i z LJ 75 CD J W rY V) LJ U Q O z U a N O 00 i O O O 00 Lal Z Li L� �G,HA�S n U 2sG � 5 Q` <T�HG ENG\N�� 10 e 85 75 1 - 1 • . , , •OWKW • I • 1 • • 1 • • • • oo■ o000000 OAF M 0 o � o I r` Know what's below. U Cal before you dig. a:n..: :_�—_• VIA ��._ � .�, I ��II I - • I I • - • I • I III 1 - � �, ��/j' `� �► _•'►i!�OeO'►i�i�r�iwi�►wiwOF!swOOw�i�<►w��;� � 1 1 • • ' • • I 1 - - 1 %� p��` �t�� ` ` `►�w1���U�1��.11►1��.�1►.�.�w11�.�.w.�ww.�1�.11' �� -; \ 1 • - 1 1 1 // i•11 a1►i�i'���iwi�►wiwiwi��wiwiwiwi�i��►�i� - • - 1 \\p�hp�4`' ,���� il�i��T��� � � �. ��� � 1►1� 1• � b.1� i�♦�I;1.�.�♦�1►♦�.w:�♦w.�►1.�, • .� ` '�1 \\\gyp \\�� �,���� \\\ •'�i► ��i1�' 1. • - • - • 1 1 1 • I ``� .�Ii �.�L��� ��► � ►'����I �►►. • ' • 1 - • �; pp �� � p ��'•1�`� • • -.• : 1 - ,1 11 1 -• - • IY r.1►►1,•O,w...� �..'► �l►y r •- ,. •sr:�,���;�►.I...r►w�,-..tee►♦ i �� 0 ,� //,�i, v 1 I • • • � • �.�1 •..1 . � p � �O�OE�sO1►�i ►�i►����r ;., 1.. � � S� op �� /��a�" - � 1 • - 1 I • � • '�:� �i�i'v �rw�.-�wiw.. ^ • � �� � ��� ppp ��� ; � � � `�, ►r►�1 �'►��i��0i�i�0i1� ��.!7�•!1^•!�:.�111 .�— .i`�.n..o.wwW.... s PROPOSED ROW TO >,; it "iwili e�o''i'►iw0� i� ►i�' ' III ' $T—E--7. AFTER THE 3 DAY CONCRETE CURING PERIOD, CITY FORCES WILL OPEN THE f o � o - � n�w�...... ►..e..w..n♦ Imo'.._ `►1 .� ' ppp\ ���\ \p�\ �' ®'1� e .�j1/, �1 i �fli►1•�4����S���iA�OJ�������1►��� l'� ���,� ��� ■ pp � � I • i i o� �� oAii+i�i i iwii � I1 � i i ��� � 1 �lNf,. � � '��SEE OFF -SITE PLANS r CONCRETE 3LOCKING EXISTING GRADE- 0- q- OF PIPE- STA- 3+34-71 52 UUU MI Ul — _ im CROSSNO BEI D (M 3+41.5 -1-452 - GATE VALVE MjxMj)• 12 - INV 97.30' 3+98.90, 3+571 Lib lNV 95.4 1' 3+93.15, 9 .34 " WALL ' 1-45- VERTICAL BE BLOCKING CO Ln Ln CO I� n � n 00 O N O M �"� CO UI C) 00 U? O� CO N N N O O 00 0 coM LO Opp CD Ln 04 CD co 00 C) O ton LC) to fl Cp 00 (n O O� O O p CD CD C) N O C) r) O CV p C)O CV CD C) O O 00 00 0� m O Q1 O 0') O 0) 0) O p O 0)� p O p 1+00 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Sys � o Z �_6 � AL V 2+00 3+00 Z2' REVISED PER ASBUILT DRAWINGS 1 REVISED WATER MAIN AT DUCT BANK CROSSING NO. REVISION SURVEYED: DESIGNED: ZTW ZTW 2/16/20 ZTW DRAWN: ZTW ZTW g 23 19 ZTW CHECKED: AS BY DATE APPR APPROVED: AS 4+00 1 "=20' HORIZONTAL 1 "=5' VERTICAL SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 105 •T• •9 85 UN 75 5+00 CITY OF RENTON Planning/Building/Public Works Dept. co 0 CD I J LIJ O NOTES: --:2: z 1. CONTRACTOR TO POTHOLE AND VERIFY IF THERE ARE ANY CONFLICTS WITH C) EXISTING DUCT BANKS FOR POWER OR COMMUNICATIONS. THE CITY WILL NOT — ACCEPT THE LOCATION OF THE NEW WATER MAIN UNDER AN EXISTING DUCT BANK IF THE WATER MAIN DEPTH OF BURY IS OVER 5 FEET DEEP. U W 2. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS Cn SHALL BE PER COR STD. PLANS 330.2 AND 330.3 3. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS W EQUAL TO MEGALUGS SERIES 1100 OR ROMAC ROMAGRIP IN ADDITION TO ~ CONCRETE BLOCKING. Z 4. PIPE DEFLECTION SHALL NOT EXCEED HALF OF THE MANUFACTURER'S ALLOWABLE DEFLECTION. z 5. CONTRACTOR TO SCHEDULE ALL WATER MAIN SHUTDOWNS AND VALVE CUT -INS J WITH PUBLIC WORKS INSPECTOR. PUBLIC WORKS INSPECTOR WILL COORDINATE WITH ¢ THE CITY WATER MAINTENANCE DIVISION TO SHUT A MAIN OR SCHEDULE WORK z c.� cn U LL_ LL_ 0 O m J W-399101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z L-I-J U J U DATE: LU WATER PLAN AND PROFILE 09/27/19 2i UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_ PAGE TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: W 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: R13 20 �