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HomeMy WebLinkAboutR-434305F NU MON IN CASE /� OF PARK AVE N N. & N. 6TH ST IN SE 1 /4 SECTION 08, T. 23 N.� R. 5 E., V V . M. INT OF GARDEN FND MON IN CASE N. N0. 947 EX SSW/NO. 1676 AVE DO NOT DEMO EX RIM= 3345 EX CB & N. 6TH ST 8 "" PASSING N TO S DIP EX SSW/ R/M= 33.53 RIM= 32.,, DRIVEWAY CURB CUT TOP OF PIPE =27.0 RIM =33.49 /E 12'CONC(N)=25.3 EX CB I I /E 8" COA UNTIL WORK IN THE 1E 24'CMP(E)-24. 9 If 8 ST (5)=26.2 /E 24 "CMP(,-)=25.0 RIM 92.86 h I RIGHT-OF-WAY BEGINS +P(W)=24.9 /E8"PVC (N)=25.4 /E24'CMP(W)=25.0 lE 12" CONC(N�=258 /L 18'CMP(S)=25.57 /E 12"' CONC(S)-25.7 l w II - - - - - - - - - - - - - - _ LE B" CMP(1111)=277 � / © PROTECT EX TREE TO / REMAIN INSTALL TREE N Z LJ PROTEC ---- ---- c� -I 8" SD z EX C PVC PUMP CLEAN STORMWATER FROM Q W FRfT R�-0AR-AI>� C� LS.# 11926 >2WATER EX _ _ M� E M E NTSNT w nk w W w ' E S I XTSTIN IN. COINTR�A�OR TO C' 7 o IJI 0.5'-V0E �Rtif - _ _ _ _ 1V W - W w w SD l / R = ENSURE ALL DISCHARGE MEETS C21 EXISTING PARKING LOT -33 - - -� _5th Street 12"WATER =2917 _ TURBIDITY' RE111R�MNT DRIVEWAY CURB CUT CB _ _ _ _ CB RIM= 3 4 24 - - - w W _ 4 CB TYPE 2-48" w S89°00'S7"E 446.08' W ❑ SID v 1E�24 - .� 24' su �� - - W IM= �a nt - - b �p - _ W 1E 8'PVC(SE 9.57 - 2 EX CB I - C t54 24 SD IE= 28.96 18"(IN) E = 32.87 - r 1 EX CB R/M= 33.28 i SILT FENCE - COS PRETRENENT S = y�D E�jP�C(N�2�42 S� .Spy � 24" SO \ /E 12 PVC" NW 129.4 IE= 25.70 18"(IN) S RIM= 34.19 _ W RISER TOP=3L46 - - - - - lE 8'COyL(E�-2�60- - _33 - _ SD SD p R/M= 32.86 E 3 85 SEE DETAIL /E 12 PVC SW - 9.3 Q /E 8VONC 1E 12 PVC (NEB=�29.3 /E 24 CP E & 24.7 rN6b= �- 6_ - Q IE= 25.78 18 00 E _33_ IE=28-2 B"(IN)-S�� - - - W RISER BTM= 27.06 r h29.22 �Q 'P ND MON IN CASE CD - - - �5.7ri8"(`O- - - - IE= 28.76 6"(OUT) E D IE= 29.05 18"(OUT) W \ \ �� /8" COPPER PL G I AS GAS AS AS - _ SW RISER TOP= 31.21 r 12"S7W AS , GAS GAS - - - GAS GAS GAS = - CONC DN-0. GAS _ CB FND REBAR AND CAP_ T.S.A. 12" STW GAS GAS GAS GAS RIM= 32.14 e VO ° p "a ° '° e n ° e /E 8 PVC&)=287 0 �o - G , �.. . p D. - - - - a e _ .° D EX S I 20 0EC 00 D . e ° - e D ° p . AVACVF6S S R/M= 42 I W / 0 I o - - - - - - -34 S89°00 57 E 259.57 - T_ T '-D - - \ ° 1E 10 ' C(N -29..92 w o�--------- o 0 o J--------- -- PLU I \ . G I P -I SAND/OIL KPARATOR � I J RIM= 34.47 \ / SO #4b CB TYPE 1 1 O NE RISER TOP= 39,56 \ 1 SO #4a CB T Pr2-48" \ RIM= 33.53 / -Un I I P O - 1 NE RISER IE= 29.69 \ RIM= 33,.51 \ IE= 30.78 8"(OUT) W o i PUMP CONSTRUCTION B 7Yf E 2-48" / ° I NE RISER BTM= 25.69 IE= �.96 8"(IN) E \ \ ° STORMWATER TO SEDIMENT R1 = 33.49 °° Vk I SW RISER TOP= 30.57 \ /I 29.21 18"(IN) S \ / O I IE= 26.52 8"(IN) E \ A9 SW RISER IE= 29.62 \ / 1 SETTLEMENT TANKS \ i SW RISER BTM= 25.71 n �� IE= 29.21 18"(OUT) W Z , IP IE= 26.07 12"(IN) S \ 0 1 BTM STRCT= 24.45 \ / 1 / 11. co (CA ZONING) IE= 25.74 18"(OUT) N r l PARCEL #7224000676 SD #9a CB TYPE j °°�A I I I I 1 RIM= 32.96 D 9° STORM FILTER VAULT ' ? O a = 29.62 8"XIT) SE 0 8'x22' CONCRETE VAULT 1 SUMP AND 55 GALLON / O W/ 41 CARTRIDGES 0 1 Q I DRUM WITH SUMP PUMP - - - - - '°� \ RIM= 34.07 & 34.09 1 1 fl INSTALLED AT LOW / i IE= 28.82 8"(IN) E 1 I AS VAULT ° IE= 28.64 8'(OUT) W O P 1 POINT ON SITE SEE DETAILS° I 1T' TALL I °I. SO #3 CB TYPE 2-54" I GAS RISER �. SD #9 1b i Yrt z-bU ° I RIM= 34.20 1 -co.- ,FOR CONEREf R - 33.37 1 IE= 29.09 8"(IN) W 1 \ 1 I I I o S89°02'47"E 106.47' 1 TRUCK LEANOUT; FINAif- 29. 8"(IN) NW I IE= 29.04 8"(IN) NE ° I 1 pD.1: 1 IS LOCATION TO BE IE= 29.28 8 T) E IE= 29.10 8"(OUT) NW O O 1 COORDI ATED INFIELD RISER TOP= 31.25 Dd OT DEMO EEC °p 18,900 GALLON CAPACITY TEMPORARY / DURIN ONSTRUCTION.� F R BTM= 25.05 'DRIVE AY CURB CUIT W W \ SEDIMENT SETTLEMENT TANK ("BAKER 7 / r= 28. "(IN) S -� _ -35 I 1 1 Q Q 3-fAANW 9R EQUAL). CONTRACTOR SHALL IE= 28.60 18 UT) N °° O E D. ISER TOP= 31.25 I I UNTIL WORK IN THE � � S ' � �,�� ����� T� / � PRO �CT EX TREE O 1 PROVIDE ALL PUMP # 4d�„�, / \ O 1 IGHT-OF-WAY BEGINS 1 - - I � O N RI BTM= 25.05 � 1 � 1 TO MAIN I 1 MANAGE CONSTRUCTION STORMWATER / eTM srR 25.05 SEE�ETAIL (TYP) 1 IP -y f 0 AND DISCHARGE AT THE SITE. I IP °�q 1 0 1 / (' SO TYP 1 7 1 1 EX CB I B APPROXIMATE I IM= 34. \ I I c21 11 11 RIM= 3 77 1 M . 42 PROPERTY LINE IE= 29.57 1 ° � 1E >2P IN =27. 1 C(W) TO BE SURVEYED 3 IE= 9.1� " N) S 9 1 ° \ O \ I 1 w� lE 12P E9.2 ;. INTERCEPTOR cn IE= 29. (OUT) N VEG \ a 1��EXISTING BUS 1 I I I I SWALE (TYP) I o -1 I I I, I I I 1 SEE DETAIL INSTALL CB A 1 a o PARKING LOT \ 1 1 \ 1 PROTECTION I SO #10a 00 9nf D ° I I 21 SEE DETAIL(TYP)RIM= 34.00 �` �� 1 I l 1 I 1 29.80 8" 1 I - - - - - - \ V RIDGE I 1 4 I I 1 �/- - d. I EXISTING STAFF I 1 \ 1 I 1 I P P STABILIZED � (CA ZONING) / 0 AND FLEET VEHICLE )T T / PARCEL #7224000675 / CONSTRUCTION ACCESS IS I o O PARKING LOT I / SEE DETAIL 8 0 I / Gj O ° 1 D I 1 I 100, c21 I (IL ZONING) I 1 - _ w OPARCEL #7564600105\I // IE= 33.62 _ \\ I I I I I DO NOT DEMO EX I AID O OooDogr �00>���0000000� Doo�oDoo�oDoo�o 0o h/ o EX C6 DRIVEWAY CURB CUT II oUC�C�oC� C�C�oUC�C�oUC�C�o CEO / I 12" SD / SD #5 CB E 2-48" IE= 34.57 1 I �I O OOOpO00p OOp 00 OOOpO00pOL)i I O UNTIL WORK IN THE I �p p �p p �p p �p �p p �p p �p p �p p / I RIM= 35.12 I 1 EX CB Sp L E1M8 RIGHT-OF-WAY BEGINS C) C) C) C) 0� C) 0� C) I "' TRAW \ O VEG 1 IE= 31.75 6"(IN) ° 1 I Rat{= 32.81 I /E 1a' 0 IE 30.47 18"(IN) S 1 I _ ; 1EI12 CPEP =30.32 1 i VEG WATTLE (TY /°° I O O lE 12' IIII -34- - / �9 IE= 01 18"(OUT) N 1 I I I I III q�. 1 SEE DETAI UTILIZE EX CURB CUT OPENING , 0-) AFTER DEMO OF CONCRETE I cv - - - - S89°02 7"E 106 20 - - C210 A 1 1 Call before you Dig. 8-1-1 '5- or 1-800-424-5555 C) UNDERGROUND T SERVICE (USA) O 0 10 20 40 ; LLO ® N SCALE 1 "=20' U LEGEND PROPERTY LINE N 7933'06" E - 46.81' IS INTERCEPTOR SWALE FF FILTER FABRIC FENCING INLET PROTECTION(:DOD VEG TREE PROTECTION C) SEDIMENTATION TANK C) SEDIMENT TRAP CE TEMP CONSTRUCTION O Q N ENTRANCE MATCHLINE - SEE BELOW LEFT ° ° SO CO D e _ DS � IE= 31,9FXISTI�gO IE= 28.09 (Y) UILDING - I O I O Q SEDIMENT TANK STORAGE J VOLUME REQUIRED: 10,527 GALLONS VOLUME PROVIDED: 18,900 GALLONS DRIVEWAY FOR INSTALLATION IP OF TEMPORARY ROCK �✓ \ \ I ONING) \ I I 1 I I SEE SHEET C001 FOR TESC I / CONSTRUCTION ENTRANCE SW� A I P #7564600105 ° I I CONSTRUCTION SEQUENCE NOTES ° 1 VEG \ ° I SEE SHEET C001 FOR CITY OF 1 PSO ° f vx RENTON ESC STANDARD PLAN NOTES IP ROT�T EX TRH= 2 I / / �'f I � 0 . \ IE= 31.64 12 (OUT) SE I �/ v D° . JEX eCB I I 0 VEG °�q \, ° R1MCJ4. 11 lE >2' (Wi#30 I V) I 9T f \ I I D 1E 12' S =29..5 (IL e. ZONING) lE 12PV E =28.8 o L PARCEL #756460010545 ------- ---- ---\ - -36-- D �I z V G EXISTING VISITOR I SD CB TYPE 2-48" I \ PARKING LOT I \ o I RIM= 35.83 ° 0 0 I 1 1 IE= 30.56 12"(IN) SW I P OTEC I \ O - 30.56 12 "(OUT) NW I I 1 p \ 1 \ ► , O I 1 M 1 0 5 \ 1 11 z I PIV o� O O I► 1 A I G \ PROT CT o 1 \ 1% .1 ° I I d IN COMPLIANCE WITH CITY OF RENTON STANDARDS / X F C o FFi O A f \ SAND/OIL S RA TOR I I ° 1 ,`� RIM= 36.82 & .87 W 1 E�(ISTI CURT GTE °°�q ° °RISER 6" To 2 . 7 W 1 1 T w I T �LBEYOND NO PUBLIC CES - - - - - I LV SER 6" IE= 28.47 1 I DEVELOPMENT ENGINEERING Ri ER 6" BTM= 24.45EIHBra 06/13/2025 P P �, Q 36� THIS P01 T� 2" RPo 1 / SD #12 CB TYPE 2-48" - I I R 6" TOP= 29.34 E I 1" y PR GT E I 2" WAr MEr 1 E 6" IE= 28.47 E 1 Z o RIM= 34.95 9 W E= 6 1 DC I ° RIS R" BTM= 24.45 1 0 1 I IE= 31.02 12"(IN) NW / w CT= 24.45 I I I I N p - \ IE= 30.97 12"(OUT) NE A. J �I - T - - - o SS COIiZ- ° o - RID V� WA I ° w w,�0 BID sET CC'/10/2 S"D' SGA� RSD TRANSPORTATION EXPANSION HORIIZE NTAL: N D 1983/1991 CITY OF PERMIT COMMENTS SE / I DESIGNED: 2 ADDENDUM 1 AJ /17/2 SSE/REG RENTON o 1 s ADDENDUM 2 AJ 5/1/2543667 DRAWN. DJD AJJ • / ONE INCH MATCHLINE - SEE ABOVE RIGHT '��crST0- ti� 4 PERMIT COMMENTS SE /21/2 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. sSjONJAJ IF NOT ONE INCH AL ' APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR T.E.S.C. PLAN DATE: 05/21/25 FIELDBOOK: PAGE: DRAWING NO: C201 SHEET: OF: 5 OF 3C R-434305