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Home My WebLink AboutTED4001537.1Illy" I 25' ° /0' 2' ' ® 4'f` ' E "5'9,5' w 29° t.\� # i 2 TO 3 MAN ROCKS USED TO _ CONSTRUCT ROGKE2y ALONG /t STD, CEM. CONC. � �^ KEy F/,QST ,POCK 0. S ' MiN. INTO CU,PB E 6U%7E,2 (TYP.) `- 2" CGMPT DEPl/L lM/N. J CLASS ' C3' ASPHALT/C CON CQETE _ EXISTING 6QOUN0. SEE PLAN FOE LOCATION I %2"COMP'T DEPTH (Mlly) CR. ,SURF. TOP CRSE 2%Z" COMP'T DEPTH (MIN.) CAP SUFF, 5A.5E CP5E (Piz") iz") S WALE DE TA I L NOTE GeAVEL BA SE CL. '3' MAY BE REQ'D ,pEND//VG SO/L CONDI7/0N,5. TYPIUL SECTION a, I„ (17 , v M Z EX. SD7NK I I I I h I r( = .3Yo •9i ll I M I I \aX _ 40'ti B `k ✓. c. L. C8a3(TPEI) v - 392,38 u W W Ij IE.(8W19� 0.2o 5TA 40 f 04. 9) - �_ Po �� /NL ET & 2 75- T. J7AA, Ot35 INLET Z5 ' CEM. CONC. ' S D'W 2 FOCKE,P y 45 REO'D (NOT AS -GUILT) ti 391 N.T.S. III IIf ��nnmtoor AQO-UN© E � jl•/ �T Et . COVER 394•/ 0-14.1 I2 ';r /r ao5S ,5TD LADDER STEPS -GAL V. EL. 389•/ 2 2" ORIFICE TYPE /l <5-4"46) C.B. k`^ FRAME Z COVER ; SOLID) OFFSET Fe4ME.,'� COVER SO 0PN6 /S 01RECTLY OVER LADDER PEST2ICTOR IS V/.5)5LE ca EDGE OF OPNG I - NEOPRENE END CAP 21"x43" PIPE ARCH EL. 389.1 EL . 38 7• / SECTION- RES RICTOR N.T.S. NOTE ALL METAL PARTS -e SU2FALES 1W j J IJE CONSTRUCTED A\1 OF CORROSION ,RESISTANT MATETZIAL OR GALV. COMPLETE CO22oSION P,QDTECTION MUST SE A S9 u,eED . 1. BENCH MARK- CH/SfLED ,SQUARE EAST END OF GAS PUMP ISLAND OF STANDARD 0/L STATION, N.W. CORNEE 47u ACE. N. _� UN/DN AYE NE. EL. 40/•08 Z. ALL WORK e MATERIALS .SHALL 3E /N ACCORDANCE W/TN /9B/ APNA 570,5 -� SPEC. ANO C/Ty OF fE1V;r01V eE6ULAT/ON5 € RE01M75 AND SU8JECT TO APPROVAL 4F IA15PECTION BY CITY OF RENTON. 3. L 0CATION5 OF EX/STING OT/L I TIE5 ARE ,4 PPR OX/MA TE, I T SNAL L BE THE 2ESPONS/8/L / T y OF THE CONTRACTOR TO VE2/Fy TFfiE EXACT LOCATIONS SO AS TOAVOID 04MA6E. 4. THE CONTRACTOR SHALL NOTIFY EACH UT/L/Ty AND COORDINATE 141.5 WORK 5C14EDULE µ(ITN THE CONSTRUCT/ON OF POWER TEGEPNONE, GAS, 4 CABLE T V. FAC/L!T/E5, S• ALL .570EAf SENIER P/PE SHALL DE C.M, P (ALUIVIWUM) 16 GA.- 0e A NOTED ON PLANS. - GASKETS ARE REO`0 FOR ALL STORM SEWER PIPE. Co. ALL PIPE BEDDING SHALL BE TYPE 2/ STD PLA,I /V°• 62 ALL PIPE/TRENCH BAGKFlLL 514ALL BE COMPACTED To A MINIMUM of q5% OF MAX. fELATIVE DENSITY A 5 MEA SUED 8 y SAND- CoNE METH00 A.5TM D /556 7 4LL CURB INLETS SHALL CONF02M TO APWA ISTOS 4 SPECS DWG. M°• 39. ALL TYPE I C.R. SHALL CONFORM TO APWA STD'S E 5PEC'S DWG. Ale'52 ALL TYPE LT C.B (46" E 5440) 5HALL CONFORM 7-0 APPVA 5' T0'j $ SPEC`5 DWG NO, 55 8. CATCH 8ASIN//NLETS FRAMES GRATES 594LL BE ADJUSTED TO FIN/SN GRADE JUST PRIO/Z TO POURING CURB -6 GUTTER AND PAVING. FRAME5 E 62ATE5 SHALL CONF02M TO 5TO PLAN N° 49 - - OU67/6E IRON. 9. CEMENT CONC. CU,28 GUTTER 5H41LL CONFORM TO APWA (1961) 5TD. PLAN"I of TYPE A CURB $ 6UT7-EQ. EXTRUDED CEM, CONC CURB 5HALL CoNFOQM TO STD PLAN &A. 10. ALL 51DEWALL5 51-1ALL 3E TyPE 8 STD. /• 1-AAI # I¢• //. ALL MONUMENTS 5HALL BE CEM. CONC. W1 COPPER WI2E 02 TACLI, MA2402 FRAME ANO COVER 514ALL CONFORM TO RENTON STDS E SPECS FOIZ 0�?ADWAy. MONUMENT SNoWN ON PLAN5 THUS • !Z. ALL 341IL0/N6 DOWN5POU7'5 $ FTG 02A/NS SHALL 3E CONNECTED/OQ OIRECTED TO THE 5T0,,r?M DRAINAGE 50TEM UNLE55 0T14E2V 1,5E APP20VE0 SY OEPz OF PUBLIC WOILKS, 13- PRIOR TO ANY CON5T2UCTIOhI/DEVF_LOPMEAIT ACTIVITY THE CITY OF RE470N DEPT OF PUBLIC WORKS MUST 8E CONTACTED AND A P E-CONST2UGTION MtG HELD. /4. 2OCKE2y WALLS 51-IALL SE CONSTRUCTED OF SOUND DUI?ASLE ROCKS US/NG 2 TO 3 MAN ROCKS. SOURCE OF MA•TE2/AL To 8E APPROVED By CITY. 15. ALL 140QI2. t VERTICAL LAVOUT $ CONTROL SHALL QE DONE By A LILENSED LAND SURVEYOR. /G. AS -QUILT PLANS 4 RECO2D5 SMALL SE FURNISHED 4y THE CONTRACTOR ,5HOW1N6 ALL DEVIATIONS FROM THE APPROVED /:71-AN5. /Z IT SAIALL SE THE CONTlZACTORS 2ESPONSIB1LITY TO 5ECUQ1ALL IVECE55Al2y PE,eN/lrs P2ioR TO CON-57eUCTION.