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HomeMy WebLinkAboutS-322003e 0 N VJ a a a W-Wr W-Wow _W, W0`ty 0 4 ROLL 1'9,.� FR Alm �CANIrEO APR t L ��' • s 7-,.-., /:,., .. � I � � 2.5' 1' 1' MIN MIN MIN MIN MIN cn C z ° 6.5' MIN. -W W C —0 C) -1-j m -� X w a 2.5' MIN MIN MIN MIN MIN a, ° 2" CLASS 'B' c' a, � FACE OF CURB OR U) C_ 0 EDGE OF PAVEMENT cn z 00 0 � ACP CLASS E OR B o Cn . ... 2" CLASS `B' C7 —� _0 �`' * 6" CRUSHED C: N c� 2 TO 6 SURFACING TOP COURSE � � 'E CLASS `E' CENTER LINE OR 0 OR LANE LINE CRUSHED ROCK, V) CLASS `B' FLOWABLE FILL OR AS REQUIRED BY ENGINEER a TYPICAL PATCH FOR FLEXIBLE PAVEMENT C) C7 0 6.5' MIN N. WHEN PERPENDICULAR TO F' 2" DEPTH OF ROADWAY CENTERLINE E­4 GRIND OR SAWCUT AND REMOVE Y ADOPTED \ W a w rn c U1 CITY OF FaMWM ♦� 9TANnARD PLANS �* r LS DATE: 12/96 E * SEE DWG# HR -05 FOR MINIMUM STANDARDS _ c c . DATE REVISION BY PPR DWG. NAME. HR -23 SP PAGE. H032A 4 �� c v CL 1/299 WEB 8 PL. 2' —Opt 1/2 to x 3" x 3/8" NON —SKID PATTERN CAST INTEGRAL ON TOP 3/4" SQUARES SPACED �, 3/4" CONCRETE AS INDICATED — HT. 1 /8 -� ,. , ..: •, CLASS 3000 Q 26- -3 /8tt ❑ IND.. •• _ vpot=oc�y 0 25 -1 /4 11 ❑ 11 / 0 0 „ —T .. 24 1 r, to I— ,• ❑ ❑ ❑ 4-3/4 1 ❑ 12 "0 C z w � t• FIBER JOINT RAISE -1/2 � ,t — WIDE BORDER PACKING 23--1 /4,r 3/4 1 •, FRAME (NON— LOCKING) COVER (NON -- LOCKING) --- - 33-1/4 to 10't FOR 5/8" -11 N.C. X 1-1/4 " 45' (1/8) BEND 9 o SECTION A-- A g g g ' y S.S. SOC. HD. CAP SCREW (3 REQ D.) 5/8" 3/8" 1 -3/8" „ PIPE MATERIAL AS SPECIFIED �. 8 -3 4 BY THE ENGINEER / TYP _ 1 /2" TYP. NON—SKID PATTERN o 2„ 1 -1 /4t, 1 t, 2tt 5/8„ t /2 0 ., . a a 1— 7 tt TYP. „ ,� 8 / 1 SEAT --� �• --2 -1 /2 tt rr � 2-7/8 4 ... . _1 .. . s. a W F— 25rt tr � 0 .. , 7 , '' fp t 2" RAISED LETTERS AS 7 -3 4" �o REQ'D. SEE NOTE N0.3 BELOW SECTION B -B h of UNDERSIDE SHOWN FOR CLARITY •- '• 3/4" CORE TYP. ON 23" B.C. 15" — — —` . . N I DRILL AND TAP 5/8 " -11 N.C. 6� 1 -1 /2 CORE (TYP.) (LOCKING) PLUG TO BE SEALED � -' . } �-� IN SAME MANNER AS ON 23" B.C. (TYP. 3 PL.) CAST IRON RING AND COVER •'- •., . ; N I MAIN SEWER JOINTS. FRAME (LOCKING COVER (LOCKING _§j - NOTES: MANHOLE FRAME AND COVER NOTE: , z . , IN UNIMPROVED AREAS POUR V -0" THICK ' �• ' '` 8 INCH OR 8 INCH CLEAN -OUT 0 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. Y ADOPTED 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. �� �� car or am"M 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), •� )• 2'-00 SQUARE CONCRETE, CLASS 3000, PAD AROUND Y RING AND COVER. ` � or M,� IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING ♦ • 0 SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). � p� er DAIS: 12/96 AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. WASH PLANS LW DAIM 12/96 10/17 Edited 11-0 DCN AG - DATE REVISION 13Y PRw DWG. NAME: BR29 SP PAGE: 8074 AG �� A0°�° f Ot~' REVISION DWG. NAME: BW 18B SP PAGE: 8076 it • Checked for Compliance to City Standards • Kennydale Cafe Sewer Extension ""° 01 -25 -05 1322 Lake Washington Blvd OIR Sanitary Sewer Notes and Details SS-3 a� ,Am Ah � 3 4 W-Wr W-Wow _W, W0`ty 0 4 ROLL 1'9,.� FR Alm �CANIrEO APR t L ��' • s 7-,.-., /:,., ..