Loading...
HomeMy WebLinkAboutTED4002159.1I.E. = 130.27' I,;-_ , 129.10' I.E. = SYM REVISION 0 REVISE SITE LAYOUT 1 ISSUE FOR CONSTRUCTIOl� I j I I I I I - co I I w i I cu I - o i • 0 0 ! c i I i I i SAWCUT AND REMOVE EXISTING PAVEMENT. I I O REPLACE WITH 3" CLASS B ASPHALT AND I j 4' OF 5/8' MINUS CRUSHED ROCK. QUALITY TO MATCH EXISTING. I w s CB TYPE 1 ol RIM = MATCH EXISTING -0.1' I i I.E. 8" W = 132.80' I I I.E. 8' E = 132.90' i j �Q zl 1 1 cn oo l I _ I I v ; 00 1 i 80 LF 8" CMP ® 0.30 FT/FT I i I I 1 N90'00'00"W 115.09' ! SD SID SS co -.w- ---- -------------- j -E-- I I j I I DOUBLE DETECTOR CHECK W I I N i o VALUE DRAIN — — — — — — — :3 I I 1 I 1 1 I I I CAP AND PLUG EXISTING WATER SUPPLY, U i i I REMOVE METER AND METER BOX. I H LOT 3 — lFLOOR DRAIN I i I 1 i 4' DOUBLE DETECTOR j o I I CHECK VALUE j n I 1 I W/ VAULT (TYP) I I II I , i I I I -Ln i of 1 1 /2" U. (TYP I ! — 1 I I 4' DI --I— W---i---- FH oLn CD ch I o I ! I I I ' I I TOP � I I LOT 4 I I I j 1 I l I I I FLOOR DRAIN w > W I L I >il a I I i a� I I w I �I CD ( I I I I � o I{ I I o 1 o I Ln� I � I I I I I j w 1 I I aus U �— ! ~ ( 80LF 8" CMP 0 0.30FFT T ss— T co H SD 1 mkr S90'00'00"E 115.09' f i I m I a I I 1 1 I I I CB TYPE 1 I I I I RIM = MATCH EXISTING —0.1' I I ( I.E. 8" W = 136.80' I i i i I.E. 8" E= 136.90' , I I.E. = 133,98' I I I w 3: I �' Z I SAWCUT AND REMOVE EXISTING PAVEMENT. o I REPLACE WITH 3" CLASS B ASPHALT AND 4 OF 5/8' MINUS CRUSHED ROCK. oo l w QUALITY TO MATCH EXISTING. O CD j l ZI ml oI I I � i > I BY APPRO`/ED DATE SYM REVISION BY APPROVED DATE JLN 16/'I 1 /94 CB TYPE 1 RIM = 160.00' I.E. 8' W 156.80' I.E. 8' S = 156.90' r- In 0 (ALL! rn I I I I I I AR EA I N LET I RIM = 169.50' I.E. 8' N = 167.70' AREA INLET I RIM = 170.50' 1.E. 8" S = 167.47' I � to o 0 I a I _vim I TELEPHONE RISER — CB TYPE 1 RIM = 163.00' I.E. 8" W = 160.80' I.E. 8" N = 160.90' N 0 0 u-) N O 0 Lo NICLAS ENGINEERING 1310 S.W. 172ND STREET SEATTLE, WASHINGTON 98166 (206) 244-6940 0 0 0 3 0 0 0 0 0 Z ABBREVIATIONS CB CATC H BAS I N CMP CORRUGATED METAL PIPE CU COPPER DI DUCTILE IRON PIPE IE INVERT ELEVATION PVC POLYVINYL CHLORIDE PIPE SSMH SANITARY SEWER MANHOLE T _ z\� DRAWN BY JLN D TE 6911/94 CHECKED ENGINEER JLN 6/11/94 CHECKED APPROVED 2656� 4 b'jv ..� �Ir,NAl_ � APPROVED CONSTRUCTION NOTES 1. INSTALL PRESSURE REDUCING VALVES AND DOUBLE CHECK VALVES ON THE DOMESTIC WATER SERVICE. 2. INSTALL THE 1-1 /2" DOMESTIC SERVICE PER CITY OF RENTON STANDARD DETAIL BR42. 3. THE CONTRACTOR SHALL SUBMIT A SCHEDULE FOR CONSTRUCTION WHICH SHALL INCLUDE ALL EROSION CONTROL MEASURES TO BE USED TO PROTECT THE SITE :AND DOWNSTREAM, INCLUDING BUT NOT LIMITED TO: CATCH BASIN SILT PROTECTION, DUST CONTROL, STREET CLEANING, AND SILT FENCING. THE PROPOSED CONSTRUCTION ACCESS LOCATION SHALL BE INDICATED. 4. INSTALL FILTER FABRIC FENCE PER KING COUNTY SURFACE WATER DESIGN MANUAL, FIGURE 5.4.4F. 5. PAVEMENT SHALL BE RESTORED TO MATCHING EXISTING. NEW EXISTING • • CO — — — D FH O G— --- G---- SS ---SS--- SD ---SD--- W- ---W--- GRADY KEMP AREA INLET CATC H BAS I N CLEAN OUT FIRE HYDRANT FOUNDATION DRAIN, 4' PERF MANHOLE NATO RAL GAS SANITARY SEWER STORM DRAIN WATER WATER METER �OMb1ENDE,� �oFx. ApPaovAc. GRAPHIC SCALE 1'=10' �� . 0 10 20 30 quo 7, Ifta.4 )9 SCALE 1"=10' 6/11/94 APARTMENT COMPLEX SHEET c 1 UTILITY PLAN J03 NUMB 93038E DRAWING NUMBER � =gam E. It> ftwp� %A `. T.,