Loading...
HomeMy WebLinkAboutWTR2702183.2Im V \ CONTRACTOR N❑TE: SHOULD ANY INTERFERENCE DR CONFLICT BETWEEN UTILITY PIPING OCCUR DURING CDNTRUCTION, CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY FOR ALTERNATE DESIGN TO BE SUBMITTED TO THE BUILDING DEPARTMENT, CITY OF RENTON) FOR APPROVAL AND THAT PHASE OF C❑NSTRUCTION MUST STOP AND CONTINUE ONLY AFTER THE BUILDING DEPARTMENT APPROVAL IS RECEIVED• I I \ \ \ ` I I EXISTING HOSE BI I i ♦ • T ,\ .• z� EXISING CB AT&T MH � '• a • ■ ■ a, � r r • ■ s ■■r • � • • ■� ■ • ■�■� + ■ rr • • r■ • • � ■ s r r ■ r■r • s �� • s r � • r _) I �\♦,. • A r •' \ I I I • • �� • I EXISTIN ELEN NE\V� L`T i I EXIST'G �t, T C VA LT fp �,,�� � � --•� � •. ♦, • � W R TATI ♦ I STREET N\ ��, • ` — �.� ` .�� / • o ( I LIGHT CTYP>\ 144, / �� •. �; -- I -------- — 1 — ---- ------ I --._.---------- I --•- ELEC. CDNJDUITA` c, / �,�, .\ • . — �� 8a •. ♦ . I 6 � � `� � `. . / ♦ DOUBLE DETECTOR CH d K,I AA I V F ASS Y -.. GENIERAL NOTE: ALL LOCATIONS OF THE VARIOUS UTILITIES SHOWN ARE APPROXIMATE AND ARE SCALED FROM OF THE THE DRAWINGS OF THE SUBJECT UTILITIES• WHEN ATTEMPTING TO EXCAVATE IN THE REQUIRED AREAS, THE UTMOST CARE AND CAUTION SHOULD BE UTILIZED BY ALL CONTRACTORS, CONTRACTORS ARE DULY WARNED THAT BECAUSE THE SUBJECT DRAWINGS MAY NOT BE ENTIRELY ACCURATE DAMAGE TO ANY UTILITY IS THEIR RESP❑NSIBILITY, SHOULD ANY QUESTION DF LOCALITY ARISE THEN THE UTILITY SHOULD BE CONTACTED, APPROVED 8DATE z EXIST CB CTY ) �� • .� , N. '� �� •. �• •' FIRE HYDRANT PER CITY F RENTON SPECS I �► � EXISTING FIRE HYDRANT .� �.. � / �► � • ANCI f ♦ `� •."Ift 1,7. --. COVER 5X EACH SIDE OF PIPE ,,' .� WITH ACCESS GATE IN FENCE p _- •� • . •' ♦+ SAN S , i dT YI-5ED L "ibrV ftft- hol `'> _ ., �' �.,•. ` • _ 8# DIA D.I. CL 52 WATER MAIN (EXISTING) (T.J,) �F' 1�ti ' NNWMH • saw,PC 186 . " LOCATION PER DRAWING CW -455> Vanua a v a, :u %40 ,,. :...•� • • ... e AT&T FIBER OPTICS CABLE 1' � J.s , -0 �,,` -.. ��• �- _ ECZz—. p'� �. „�� AT&T, _ _ LOCATION DETERMINED IN FIELD -�.-. o %,� ` aN� ' �, ' ='' • , + TO- -L BER TICS MH — __ Y AT&T LAYOUT BR Y N MA W R SEWER D I �­T P I C T ,,—� ... � � �- _ � ..�--: -�� � � - � 114, � .-- • . � _ ''� � _--.' A • . _ EXISTING MANHOLE G aft' ��. .� -' .�`-- ..., �� _ 1 - 2" i f-1 / 2 BE I J.> ' ' • • • + 5--;` �."`—""=�= � , • u; ._.. �._ .; -3'0-- -� C❑ BLOCKING- _ ' ' '' • + + — — — • ..�, mom 11-1/2' x 17-1/2' CONCRETE METER ~`"`"'"``� `'" ` " •.■ • �� o f�.. F-• --., �.. BOX WITH 3/16' STEEL DIAMOW PLATE o `�+��.. _____ _ COVER EQUAL TO FOG TITE METER �D ,� '^•�° ;___ a? Cb �`-_ a _ i SEAL CO. 1D METER BOX. _ —�6� co �--- Lj °~ _ _ ^ " `t `� © ri - - 1 .-, R - 800 , ' E = 1,83' 9. cam+ R - 800; 0 - 7 45 14 .� rn +.M T �--- WATER METER TO BE E = 1.84, M = 1.84', T=54,21' µ .:. .. k� .� CJ � F -. SUPPLIED BY THE CITY — T = 1 L - 108.23 , LC - 108.13 r, \-a TYPE 'K' SOFT�, 01 °� COPPER TUBING o 4 {� FORD COPPERSETTER )(p4EC,099 8/1-4 OFS44E 950.5055Z 4- VH 172-15W (FOR 5/8' x 3/4' METER) o � err/ VH 174--15W (FOR V METER) L.J CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. DUCTILE IRON LOOP DOWN TD CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET. SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. p LINE TO METER. CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL (1' FI000) FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING _ 3/4' OR 1' GALVANIZED PLUG 1 - 8 x 8" x 6" TAPPING TEE (MJ x MJ -x F) r`' - /'- 1 - 6" GATE VALVE (MJ X F) ;' 1" WATER SERVICE 1- 6 x 8 INCREASER (MJ x MJ) ro_ 1 - 45 BEND (MJ x MJ) '. 1 - 22 1/2^ BEND (MJ x MJ '� t 1- 8 x 8 x 6 TEE (MJ x MJ x MJ 1 - 6" BLIND FLANGE W/ 1" TAP 1 - 1" STANDARD WATER METER- -1 - 12 x 12 x 12 x 12 CROSS (MJ x MJ x F x F) 1 - 8" DOUBLE DETECTOR CHECK VALVE ASSEMBLY �� " SET VERTICAL 2 - 90^ BENDS (MJ x MJ) 2 - 120 BLIND FLANGES C ONE W/2" TAP AND 2" PLUG) 1 - 8" FIRE RISER ASSEMBLY PER CITY OF RENTON SPECS 1 - 12" FLANGE W/2" BLOW -OFF TEMPORARY 8" NIPPLES TO SUIT CONCRETE BLOCKING PER CITY OF RENTON STANDARDS 8" D.I. CL 52 C1 @ 12', 1 @ 10', 1 @ 8') 12" NIPPLES, LENGTH TO SUIT CONCRETE BLOCKING PER CITY OF RENTON STANDARDS R:w OL01 so IN bd!o •• 1- 8 x 8 x 6 TAPPING TEE (MJ x MJ x F) 1 - 6" GATE VALVE (MJ x F) FIRE HYDRANT ASSEMBLY CONCRETE BLOCKING PER CITY OF RENTON STANDARDS (2) 6" D.I. CL 52 (1 @ 30') 6" NIPPLE TO SUIT 4 6" BOLLARDS x 7' LONG CONCRETE FILLED 1 = 8" SLEEVE CONCRETE BLOCKING PER CITY OF RENTON STANDARDS =`• Fi R e N Y D >R N't (� (4:0 -_ L v. VISSER ENGINEERING 19062 SE 320th ST KENT, WA 98042 (206) 483--8072 CITY OF RENTON DEPARTMENT OF ENGINEERING HANGER AT RENTON AIRPORT WATER MAIN EXTENSION DESIGNED _A_B S_-- DATE _71-91_-92._._ FILE NO ---_-,--_-_-_ _ f DRAWN q �!5- T1 — — " FIELD BOOK _ PAGE 1 , qtoto CHECKED SCALE:_1 _ _�0 _-� -- - ----- NO. REVISION BY APPR DATE APPROVED _-_---_--_ ��Q__-----__-__ --- SHEET__7_-oF-----12 W, REAMS kv` . 11