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HomeMy WebLinkAboutW-399103z w w O z 0 I- U LIJ Ln 77-1 0 Q J z V J U L� LL �o I � w G> L x O _J M z IJ U ry r Q a w U U) I.-_ z a_ � W o J CD N N Q (D W a� 0 w J J 0 0 Q 0 (n (n w U U Q I 0 I N m O 00 z w 75 z J Q W ry T) co w 0 U Q 2 H- 0 z U Tn a N 0 00 i On 0 0 0 00 Lal �_- Z O H �G,HAVS n U 0 2s� CO <T�HG ENGXX4 -RE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ. ATTACHED WITH 1/8" STAINLESS STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, KELLY-MOORE/PRESERVATIVE PAINT No. 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" ■ 5" STORZ 5'KS'W THICK CONCRETE PAD AROUND HYDRANT, FINISH TO MATCH SIDEWALK �e EXPANSION JOINT AT 2.1 BACK OF SIDEWALK -CONORETE SIDEWALK I '0PLANTING STRIP 36" MIN TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE -� l THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 115 x 8" x 4' MININUM �;�2 YARD OF 1-1/4" WASHED DRAIN ROCK CCONCRETE BEARING ABOVE BOOT FLANGE. PLACE 8 MIL a.00K UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY -- - LEVEL ALL GROUND LEVEL ALL GROIN' MIN 3' RADIUS MIN 3 RAOIU°. ONE MAN ROCK L ®. 6" CONCRETE PAD I, CONCRETE PAD -4 CUT FILL HYDRANT LOCATION IN CUT OR FILL e PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 INSTALL SIGN PER CBC 11296.4 Q z 3 a � z z Z ¢ z ¢ Y 3 � � J W Of W (n J O W 0- m cmW z =¢ ¢ a CD oo Z ¢ I W UiD� i�E C�+w m¢o LIJ O �W O i ¢ W 0 W H E Lm Q CD zM ED m In U) RESERVED PARKING (WHITE) (BLUE) 12"x 18" SIGN STATE DISABLED PARKING PERMIT REQUIRED TEXT ACCORDING T LOCAL JURISDICTIO VAN REQUIREMENTS ACCESSIBLE MIN. FINE $250 Y 3 3 � W Z� N �Z O O O ¢ 0 J m 3 CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS FMARKEI, rMARKER 1� _'NO LANE ROAD UFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER t4nFKrc 4 FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS 7 fAmmm -► 4' RAISED PAVMEINT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) ( PUBLIC WORKS �• PLAN - 310.3 Ill 4O• DEPARTMENT HYDRANT MARKER LAYOUT MARCH 2O10 STENCILED SIGN HEIGHTS ACCORDING TO LOCAL REQUIREMENTS IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2" 0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" MARKING DETAIL (Accessible Parking) NOT TO SCALE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F WAS// �-A � o z �_6 ` AL 11-1/4- BEND 22-1/2' BEND 45' BEND CAP TEE 90' BEND R i 11 •gyp THRUST BLOCK BE-NG AREA REFEtiS TO THE FACE OF BLOCK MEASURED IN SQUARE FEET 1�LOC`ATON AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. I DAY- PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. A. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2O10 F1. I THRUST BLOCK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS RM SILT OR SOIL FIRM SILTY SANG COMPACT SAND CCNPACT SANG k GRAVEL 90' 45' BEND 11 1/4' 90' a5' BEND 11 1/4' 90' 15' BEND 11 1/1' FITTING BEND TEE CAP OR PLUG h 22 1/2' BEND TEE CAP OR PLUG k Z2 1/2' BEND TEE CAP OR PLUG B: 22 1/2' BEND BEND BEND 4 7.0 4-2 4.2 1.7 2 9 21 2.1 /.0 2.2 1.6 B 13. 9.4 9-a 8 6.7 4,7 4.7 1.9 5.0 3.5 B 23.3 ifi.7 18.7 e. 11. 8.4 8 4 3-4 B.B fi.3 fi.3 2.5 12 53.0 37.5 }7.5 15.0 26.5 'Be.1 7.5 20.0 14.0 1L.0 5.6 AREAS CALCVLATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12-. 4'-0" MIN. COVER FOR WATERMNN 12" OR GREATER, MAX. HOGHT OF THRUST BLOCK (Ft) = D,5 . DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' 3/8" 3/8" 3/4" N 11( to i N N s" WHITE PAINT FIGURE 13-0,0 PAINT -� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE 1 REVISED PER ASBUILT DRAWINGS NO. REVISION SURVEYED: DESIGNED: DRAWN: ZTW ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOT EXCEED 2% MAXIMUM SLOPE IN - ANY DIRECTION SHALL Z CD I � O N W zV) miw w O I 00 36"x36" STENCILED SIGN (DETAIL 3B) PARKING SIGN (DETAIL 3A) N CURB STOP PARKING AREA 4" WIDE BLUE STRIPE (TYP). SEE SITE PLAN NO PARKING Z 'ALIGN 9'-0" (VAN E ADA PARKING REQUIREMENTS NOT TO SCALE CITY OF R RENTON Planning/Building/Public Works Dept. ACCESS AREA 4" WIDE PAINTED STRIPES (TYP.) W-399103 R-3991 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FIELDBOOK: PAGE R19 LIJ w z 0 U w C� w z