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Home My WebLink AboutR-434305EX CB RI#= 3296 lE 12" PVC (NE)A9.,3 FND MON IN CASE INT OF PARK AVE N N. & N. 6TH ST NO. 947 fl CD o I / d- �, ICD � z ECB 33.28 l>2c" l '94 lE>2VC S ?3 I /24'CE, ?4.7 AS GAS - °' DO NOT DEMO EX RIM= 32. DRIVEWAY CURB CUT IF 8" CON UNTIL WORK IN THE RIGHT-OF-WAY BEGINS L PUMP "CLEAN" STORMWATER FROM TEMP SEDIMENT SETTLEMENT TANKS TO EXISTING CATCH BASIN. CONTRACTOR TO ENSURE ALL DISCHARGE MEETS TURBIDITY REQUIREMENTS. 24 "" SO SILT FENCE IP SEE DETAIL ,vy 6 AS -� C210 GAS 0 I i DO NOT DEMO EX D° 'DRIVEWAY CURB CUT I UNTIL WORK IN THE I SW IGHT-OF-WAY BEGINS I II IP l❑ � D I EX cB I e i 42 47.-1 1E 12 P I E =29.2 I I° - I I I I1 � � I I I � P I P T� 1 _ I I I 1 W °I DO NOT DEMO EX P a DRIVEWAY CURB CUT I UNTIL WORK IN THE °I ° RIGHT-OF-WAY BEGINS ' I D I 1 I UTILIZE EX CURB CUT OPENING ; N AFTER DEMO OF CONCRETE DRIVEWAY FOR INSTALLATION I OF TEMPORARY ROCK I CONSTRUCTION ENTRANCE I I I ° ° I I L PUMP CONSTRUCTION STORMWATER TO SEDIMENT SETTLEMENT TANKS (CA ZONING) PARCEL#7224000676 SUMP AND 55 GALLON DRUM WITH SUMP PUMP INSTALLED AT LOW POINT ON SITE SEE DETAIL c5 S89°02'47"E 106.47' IS 18,900 GALLON CAPACITY TEMPORARY SEDIMENT SETTLEMENT TANK ("BAKER TANK" OR EQUAL). CONTRACTOR SHALL PROVIDE ALL PUMPS REQUIRED TO MANAGE CONSTRUCTION STORMWATER AND DISCHARGE AT THE SITE. \ APPROXIMATE \ PROPERTY LINE `INTERCEPTOR TO BE SURVEYED SWALE (TYP) SEE DETAIL c1 / (CA ZONING) PARCEL#7224000675 100, EX SSMH RIM= ,3,3.45 8" PASSING N TO S DIP TOP OF PIPE =27.0 1E 24'C#P(E)-24. 9 IF 24'C#P(91)=24.9 PROTECT EX TREE TO REMAIN INSTALL TREE PROTECTION FENCING - w SEE DETAIL (TYP) c1 a.. GAS 20 DEC SE 1 4 SECTION 08 T. 23 N, R. 5 E. W. M . FND MON IN CASE / / / / INT OF GARDEN AVE EX CB N. & N. 6TH ST EX SSMH RIM= 33.53 NO. 1676 Rl# =33.49 /E 12 CONC(N)=25.9 EX CB If 8 ST (5)=26.2 /E 24'C#P(L-)=25.0 Rl# J2.86 lE 8' PVC (N)=25.4 /E 24'C#P(W)=25.0 /E 12 CONC(N)=259 lE 18'CMP(5)=25.57 /E 12 CONC(S)-25.7 lE 8" C#P(N11)=27.7 - - --- - �, Z I FND REBAR AND CAP L.S. 8„SD 11926 I2 &AIDY ' EX - W o 0.1SOUTH & 0.5' WEST PROP COR _ _ W D W w w °v w SD w EXISTING PARKING LOT _ 33- - - - AVOrth _5th Street 12"WATER =29.17LCIV CB DRIVEWAY CURB CUT (GATED) - - CB Rl#= 3 4 W - w 4 CB TYPE 2-48" W �'065E 4#fr - - - w - - - _ w If- 8'PVC(SE 29.57 IM= 34 n1 - - CTYPF-54" 24" SD IE= 28.96 18"(IN) E RIM= 3287 CDS PRETRE ENT S =-T#D .42 S� _ Spy SD Sp L IE= 25.70 18"(IN) S RIM= 34.19 _ W RISER TOP_3L46 - - - - - lE 8'COyL(F�-260- - _33 - IE= 25.78 18"(IN) E IE=28y$9 (INS-S� - - - - W RISER BTM= 27.06 /E 8'CONC(5�=29.22 Q`�Q -33- c� FND MON IN CASE - - - - - -r �5.7T-1rOj 17- - 3 IE- 28.76 6"(OUT) E D IE= 29.05 18"(OUT) W P 3/8" COPPER PLUG �' IN CONC (DN-0.7) ------- � SW RISER TOP= 31.21 - G GAS GAS GAS GAS ° FND REBAR AND CAP_ T.S.A. 12 57W GAS GAS GAS - - GAS RIY= 3214 ° 34/10356PVC(N)=287 EX . • p° 20.00' G - - - ° D °-A3.VACVF�S S Rl#- 2 O o -------34- - - - - - - S89°00'57E 259.57 N - ---------34----- SAND/OILPARATOR / \ \ / RIM- 34.47 \ / SD #4b CB TYPE 1 O NE RISER TOP- X56 \ I O VE J SD #4a CB T P�2-48" \ RIM= 33.53 / I P -NE RISER IE= 29.69 \ RIM= 33,.51 \ iE= 30.78 8"(OUT) W yn ;B TY E 2-48" / ° I NE RISER BTM= 25.69 IE- 25.96 8"(IN) E \ 3.49 °° VE I SW RISER TOP= 30.57 29.21 18"(IN) S IE- z\ / 0.52 8"(IN) E SW RISER IE= 29.62 \ / IP I SW RISER BTM= 25.71 y� IE= 29.21 18"(OUT) W \ / I co 2.12"(IN) S \ BTM STRCT- 24.45 IE= 25.74 18"(OUT) N � ° I ( I SD #9a CB TYPE 1 RIM- 32.96 ll STORM FILTER VAULT I I D O 0= 29.62 8"(1)UT) SE 0 I 8'x22' CONCRETE VAULT I I / O Ile W/ 41 CARTRIDGES ° RIM= 34.07 & 34.09 U) 0 IE= 28.82 8"(IN) E I AS VAULT IE= 28.64 8"(our) W O I I I P TALLSD SD #9 CB TYPE 2-60 °° 0 I R M#3 34.20YPE 2-54° ECO PAN FOR CONCRETE - 33.37 q IE= 29.09 8"(IN) W a TRUCK CLEANOUT; FINAL E= 29. 8"(IN) NW IE= 29.04 8"(IN) NE o O O I°I LOCATION TO BE IE= 29.28 8 T) E I IE= 29.10 8"(OUT) NW I COORDINATED IN FIEL[5 RISER TOP= 31.25 DURING CONSTRUCTION. E R BTM= 25.05 E= 28.60 18 UT) N ° -��- -35 ISER TOP= 31.25 PROTECT EX TREE e I 0 N RI BTM= 25.05°f VEG TO REMAIN O BTM STR 25.05 SEE DETAIL (TYP) ° I I II IE= 29.. IE- CID 1# chi) IE= 29.OUl/ 0 I� EXISTING BUS INSTALL CB J ' \�) 0 q I a PARKING LOT PROTECTION I SD #10a PP�1 9f D o I I SEE DETAIL (TYP)RM= I293.480008 "\ O I I I l RIDGE I d I EXISTING STAFF STABILIZED I \ I AND FLEET VEHICLE I I CONSTRUCTION ACCESS IS I o OO PARKING LOT EX CONCRETE VACUUM \ I I I I SEE DETAIL g 0 I STATION PLINTH c21 Iq I I I I I ° I (IL ZONING) I I c/' 0 PARCEL #7564600105 O 1 � IE= 33.62 \\ I I I Qua a0000l SW x �, \ �' I "' II )gpq9� L J 0 0 0 Co I °°� / I SD #5 CB E 2-48" IE- 34.57 I J 12SIDDp I o��G` I STRAW / I RIM= .75 I E1 CB VEG 1 0 I IE= 31J5 6"(IN) ° I I R1�2CPEP =3032 I VEG WATTLE (TYP) /°�q :I IE 30.18"(IN) S 01 O O SEE DETAIL / IE= i8"(OUT) N 9 � I I � � I I I 1 471E 106.20 - - C210 lk I o (IL ZONING) \ I I I C/� PARCEL#7564600105 ° I \ \ I I De IP V PROT�T EX T � . 2 I �� \\ IE= 31.64 12"(OUT) SE EX c67w I I VEG \ o cn 1E 12PV "N =28.5 I \ EX CONCRETE VACUUM lE >2 Ps =2 V 8.5 (IL ZONING) I �° lE 12PV - =28 ` o PARCEL #7564600105CID\ I STATION PLINTH - - - O - - - - - - - - - - -36- - - - - - - - - - - - - - I ° I z VEG EXISTING VISITOR \ PARKING LOT I o I SD CB TYPE 2-48" I RIM- 35.83 ° PROTECT I 0 IE= 30.56 12"(IN) SW VEG O \ - 30.56 12"(OUT) NW I EX PIV \ I ' M D EX C6 R//W IF 18' lE 19' lE 12' Call before you Dag.8-1-1 '5- or 1-800-424-S5SS UNDERGROUND T SERVICE (USA) T 0 10 20 40 8 O 0 N SCALE 1 "=20' U LEGEND PROPERTY LINE N 79'33'06" E - 46.81' IS INTERCEPTOR SWALE FF FILTER FABRIC FENCING INLET PROTECTION IP VEG TREE PROTECTION SEDIMENTATION TANK o 13 SEDIMENT TRAP O CE TEMP CONSTRUCTION v v ENTRANCE U UJ MATCHLINE - SEE BELOW LEFT ° Sohn I SD CO I . I I _ i I I ° I I a DS IE= 3 EXISTING IE= 28.09 BUILDING 13 SEDIMENT TANK STORAGE VOLUME REQUIRED: 10,527 GALLONS VOLUME PROVIDED: 18,900 GALLONS CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. SEE SHEET C001 FOR TESC CONSTRUCTION SEQUENCE NOTES SEE SHEET C001 FOR CITY OF RENTON ESC STANDARD PLAN NOTES NOTE: INSTALL CONSTRUCTION FENCING AROUND LIMITS OF WORK TO PROTECT STAFF AND STUDENTS AND SECURE JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE EXISTING PERIMETER FENCING AS SECURITY FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS NEEDED. ANY SECTIONS OF EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING INSTALLED NEXT TO IT. SEE DETAIL 9/C210. ' O PIV \ I o VEG PROTECT \ °% O I I / XF C o FH IP 9°f I SAND/OIL S RATOR ° I I d IN COMPLIANCE WITH CITY OF RENTON STANDARDS I 1 `r � E � � 0 I RIM- 36.82 & .87 W I . RISERI ' m EXISTING SECURITY GATE °° 6" 70P= 2 . 7 W I I -j�-- -- ` / SER6"IE=28.47 T I - (NO PUBLIC ACCESS - - '°f LV °Ri ER 6" BTM= 24.45E N I P J 36� BEYOND THIS POINT) a 2" RP I R 6" TOP= 29.34 E O r I CDI I SD #12 CB RIM= 34.95 PRE GT E 2° WA T ME 7 I E 6" IE= 28.47 E o I I I w W IE=- 4 6WI DDCVA VAULT I RIS R "CT- 24.4545 IE= 31.02 12"(IN) NW IE= 30.97 12"(OUT) NE ° �c SS CO _\ - I RID( ® o ® A• Jq C _ OOF DOWNSPOUT I .. vas ° ° �1� RECORD DRAWINGS SE 11/3/25 SURVEYED: SCALE: C] HORIZONNTALL: NAD 1983/1991 • RSD TRANSPORTATION EXPANSION c s W DESIGNED:SSE/REG o CITY OF RENTON DRAWN: DJD/AJJ ONE INCH • MATCHLINE - SEE ABOVE RIGHT �'�c s6TER�9 CHECKEDJAJ AT FULL SCALE DATUM Planning/Building/Public Works Dept. T. E.S.C. PLAN IF NOT ONE INCH S��NAL E� N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DATE: 11/03/25 FIELDBOOK: PAGE: DRAWING NO: C201 SHEET: OF, 5 OF 3C O 1 N 0 O 1 N Q J R-434305