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HomeMy WebLinkAboutR-419222MATCHLINE - SEE SHEET C1.4 C4 0) C:) 1_U l­_ low LINES AND JUNCTION M - REM �000 A REMOVE EX 7 1 ml� 7�> `77 `7 7movE EX POWER POWER P( POWER POLE 7 5,__ 'A --BOXES (TYP) ____,�REMOVE EX 9ON591, M _41717,N 7 t GRAVEL ROAD npk�L I I -- — ------ iE N 0 '48" W SUPFAC I N . . . F3 '�T m m W m I I PUMP T as C W::�7TEMPORARWY SUMP AND 0 N sp f + EX WETLAND B 4 OVER —EXCAVATE UNSUITABLE SOILS FOR A [C] A MINIMUM OF 12—INCHES COORDINATE WITH GEOTECHNICAL ENGINEER P WETLAND TO BE BACKFILLED ONCE SOIL IS zo 0 > z ;E EX DRIVEWA�� AS 2 REMOVED USE EX DRIVEWAYS AS 1 7 S NN I z N� CONSTRUCTION ACCESS, 0? PROVIDE ROCK STABILIZED CAP EX WATER MAIN CONSTRUCTION ENTRANCE AS AT PROPERTY LINE <X NECESSARY LCONSTRUCTION If LAYDOWN AREA MANAGED WITH CONSTRUCTION 8 z REMOVE 4' KC WATER MAIN, SEQUENCE REMOVE EX ASSOCIATED MEIER FENCE -/JL 1 0 w CONNECTIONS, AND MEFERS EV z '116� [C] NO LONGER IN SERVICE r�\ dn > cm� C 0 OUTLE1 TO EX DITCH C d 0a) vo 7 LIMIT OF Ck WORK (TYP) 0 -n 0 r�o z m 0 0 > z F1 0 cot RE TIE mm >z m� REMOVE EX X610 z TREES (TYR) 00 e� numm U U TEMPORARY SEDIMENT TRAP 0 0 NJ W/ OVERFLOW SPILLWAY 0 C� z MINIMUM TOP SURFACE AREA� 6 000 BE U SEDIMENT TRAP LOCATION IS APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY 2 TO PROVIDE ADEQUATE CONSTRUCTION ACCESS TO PROPOSED SITE IMPROVEMENTS U < x z r 6 STABILIZEI 0 CONSTRUCTION AND§CA E INNACCESS ( P) REMOVE EX 4' ED LINE REMOVE EX z r\% zo m Sm ROCKERY �26­ W (TYP) LX I YN REMOVE EX TRENCH UNAIN KLmuvE EX L TRENCH DRAIN zRo > REMOVE EX 4" SD LINE zo mzmo om z I—,— EMP BID CULVERT UNDER > T ja b CONSTRUCTION ENTRANCE TO CONNECT TO EX I m > M > z z z 14 DRAINAGE DITCH C L COL E OWW PSE UTILITY POLE VV\ __`N�CATCH REMOVE EX CONCRETE� INSERT SAVE AND PROTECT EXJ��C% CURB AND CUTTER G—(TYP) �G BIOFILTRATION UNIT AND I III I I 7 D 7 t�� t — �ZPAWUUI ANU 777 T I REMOVE EX T_N T T�T_ ASPHALT (TYR) I \'�_G_ C'PR I I . I— . — — — , 1932 Flmt Ave SuIte 201 Seattle, WA 98101 PERMIT SUBM X 206.725.1211 PERMIT RESUBI m m M f. 2G6.973,5344 PERMIT RESUBI engineering pIIcwww.IpdengIneerIrg.om NO. REVISION —SAVE AND PROTECT EX— BIOFILTRATION UNIT AND TO REMAIN SAVE AND PROTECT E) —T— CURB AND GUTTER TO /REMAIN —W SAVE AND PROTECT E) 12" SD REMAIN 3TY DATE APPR 0 C:) C:) 20 0 10 20 40 Scale lw=20' LEGEND r� OR1 CD — — — — PROPERTY LINE 0 CD �230� EX CONTOUR (INDEX) CEI I 0 EX CONTOUR C\I EX BUILDING PROPOSED BUILDING OUTLINE �\\\\CO`VO\\\\ BUILDING/STRUCTURE REMOVAL ���SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL U77W �C�,W S BILIZED CONSTRUCTION 0) ETNATRANCE DO SILT FENCE N (D EX TREE TO REMAIN 1�t CE) x EX TREE TO BE REMOVED TREE PROTECTION sD— EX UTILITY TO BE REMOVED CATCH BASIN INSERT . . . . LIMITS OF WORK INTERCEPTOR SWALE ROCK CHECK DAM FM S FORCE MAIN NO I ES 1) AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION 2) ALL TREES TO BE REMOVED THAT ARE GREATER THAN 20—INCHES IN DIAMErER SHALL BE SALVAGED AND STOCKPILED BY THE CONTRACTOR AND RELOCATED ONSITE PER THE LANDSCAPE AND WErLAND MITIGATION PLANS 3) UTILIZE EXISTING SITE FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE 4) PROVIDE INLEF PROTECTION 300 FEEL DOWNSTREAM OF SITE AND ALONG HAUL ROUTE 5) REFER TO SHEETS C1.1—C1.5 FOR DEMOLITION IN THE RIGHI 6) THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMINATER POLLUTION PREVENTION PLAN (SWPPP) W_ "now what's below. Call before you dig. z Dial 811 G— 91v+uu 5 A-419221 ILI �NN IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 T—T T—T T I t DEVELOPMENT ENGINEERING I TI 04/13/2022 W�W_�Z_W_W_W� U) z LU m CITY OF NEW ELEMENTARY SCHOOL #16 04 MA R 2022 Q 0 mo� 1075 DUVALL AVE NE 0 RENTON P�l RENTON, WA %059 Planning/Building/Public Works Dept. TESC AND DEMOLITION PLAN C 1 .5 CIE LU 22 147 BE.