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HomeMy WebLinkAboutD-329604X X X X X X X X X I 01 °o i s a 2090 CB TYPE 2 RIM ELEV = 296.49 IE 12" CMP (TOP OF FILTER) (N) =292.8 IE 12" CMP (TOP OF FILTER) (SW) =291.7 4" PLASTIC IE.= 294.7- P MI, ` A/C S S S S c NE 23RD ST 0 0 \ R/W 2092 CB TYPE 1 RIM ELEV = 292.77 IE 12" CMP (NE) =289.3 IE 12" CMP (W) =289.2 a• 2093 SSMH RIM ELEV= 294.92 IE CENTER =288.5 720 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com NE 1/42 S. 52 T. 23 N., R. 5 E, W.M., KING COUNTY, WASHINGTON m MIC4 v> W SWIMMING POOL PUMP HOUSE W REMOVAL, SEE DWG C -5 LOT 20 n Q 25' ROW I 10111"- R/W Cl*) CB 1190 TYPE 2 RIM ELEV= 301.65 <C IE 4" PLASTIC (N) =301.1 ( IE 3" PVC (SW) =300.9 IE 12" PLASTIC (SW) =300.4 N ( ' GAS LOC UNK v TO PUMP HOUSE 0 AT #2217 0 7' 2165 SSMH 4 "SS RIM ELEV = 300..79 IE CENTER =296.0 _-' 6' W OD 'RR- TIE' ` C. 1'0' DRAIIVAPE . ESMT mac; I A/C CO' ? SS BEND a 3.5' DEEP 2 -STORY a W1 0 0 8 C C. WOOD HOUSE a A u a /4V, . #2302 1 3 0 L e .. FF= 298.9 ' s a a Co 0 N� �13 i J B rain f K 5 f NV U DEC' SEE E 14" 10 SURV �- - NOT 6- a Al �. .0 SEE SURVEY TEL _ D /W. 1 2 OTE #5 4V 9 2 -STORY SEE SURVEY WOOD HOUSE NOTE #6 #2223 0' o� \ �° PLANTER / �q CD l LOT 18 1'y HIGH RAILROAD TI SSMH 1110 RIM ELEV =304.2 NO. I REVISION 1907 YD LID ELEV = 306.63 IE 4" PLASTIC (SE) =305.9 - S 1904 SSMH RIM ELEV= 316.53 IE CENTER =306.5 Lli 30' RO� 1-1 1 1 1905 CB TYPE 1 1906 CB TYPE 1 > cn :�E RIM ELEV= 314.60 RIM ELEV =312.12 w I IE 12" CONC (N) =313.2 IE 12" CONC (S) =310.4 Un ° IE 12" CONC (S) =312.8 Q Z o 4 "W STEEL 0° ABANDONED z: SEE W -3078 v; Q IE =309.5 � 12" CONC 1�r f OVERHEAD POWER /II AND TELEPHONE -� fl a IE 4" SQUARE PVC =305.3 12" CONC IE =305.1 I - i 4 "SS, 5.5' Deep Records Show Not Connected - 2172 SSH RIM ELEV 304.54 IE CENTER =296.3 15' Utility �smt (Sewer) ,q p5f h, ¢� iy'��- UU t7jL'i�G Q p0 1 ••1� OMB 0 NE 22ND ST 0 STORM RUN -OFF J --_-_ EP --- POOLS IN THIS AREA L N 89'13'02" E PAINTED UTILITY LINE, UNIDENTIFIED 1730 SSMH RIM ELEV = 309.54 IE CENTER =302.5 m GENERAL NOTES: 1. CONTRACTORS WORK SHALL BE LIMITED TO DEFINED WORK AREA LIMITS. PROTECT ALL EXISTING FEATURES FROM DAMAGE DURING CONSTRUCTION ACTIVITIES UNLESS IDENTIFIED OR APPROVED BY ENGINEER. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY /ALL DAMAGES TO EXISTING FEATURES BEYOND WORK AREA LIMITS. 2. PROTECT EXISTING UTILITIES FROM DAMAGE. VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS. 3. DURING THE WORK DAY CONSTRUCTION EQUIPMENT AND MATERIALS MAY BE TEMPORARILY PARKED OR PLACED WITHIN THE WORK AREA LIMITS OR RIGHT OF WAY. SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS, AND OCCUPANCY OF THE RESIDENTS. 4. FOR STORM DRAINS AND CATCH BASINS, SEE DWG C -2. CONSTRUCTION NOTES 0 WORK AREA LIMIT Q2 PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES, ETC) FROM DAMAGE DURING CONSTRUCTION. U3 INSTALL TEMPORARY CONSTRUCTION FENCE ALONG WORK AREA LIMIT. ® INSTALL TEMPORARY 6 FOOT HIGH CHAIN LINK FENCE ALONG WORK AREA LIMIT, FLUSH WITH GROUND, TIE INTO EXISTING WOOD FENCE. O SURVEY AND REMOVE EXISTING FENCE. © REMOVE EXISTING GATE AND SALVAGE FOR REBUILD. 7 REMOVE FIR TREE AND STUMP TO AT LEAST 2 O FOOT BELOW GROUND. CUT TREE INTO LOGS AND STACK FOR RESIDENT. DISPOSE OF EXCESS AS DIRECTED BY CITY. ® REMOVE TREE AND DISPOSE. �9 LANDSCAPING TREES, SHRUBS, PLANTS. REMOVE ONLY AS NEEDED. TEMPORARY BAG ROOT BALL AND PRESERVE FOR REPLANTING, OR REMOVE AND REPLACE IN -KIND. 10 REMOVE EXISTING 12" ADS PIPE AND CB. SALVAGE TO CITY, OR DISPOSE AS DIRECTED. CAP 4" DRAIN LINES CONNECTED TO CB. REMOVE ROCK SPILLWAY AT 12" PIPE OUTLET. CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON 07 -25 -08 DAYTON AVE NE/NE 22ND ST FRUMO " PAGM DRAINAGE IMPROVEMENT PROJECT DRO16 lid CLEARING PLAN C-1 4 OP 8 ara � C o ` o co r