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HomeMy WebLinkAboutzS-4124SetN N � CL� CL_ O p I N I I E EXISTING RET. RR TIE WADE � 0 I � HOUSE � EXISTING N HOUSE N I_ 0 I SSCO o RIM=421.72 o N ABC C I o Q0 PROPOSED 1 " WATER METER EX/STING 3/4" WA TER SERVICE AND Ln 00 -- -_ TO BE INSTALLED BY CITY FORCES METER TO BE CUT AMD CAPPED AT of SD---A-WAMY-METER P-E�1/T-IS_REQ_UIRED THE MAIN LINE BY CITY FORCES. A SDMH _ ---------------------- ___---- WATER METER PERMIT IS REQUIRED RIM=423.12 : SD - INV=416.98 12"E) o � v 12" CONC. SD o CBSLL INV=416.78�12"SE) cylo SSMH SD RIM-435.33 30' RIGHT OF WAY EASEMENT w a RIM=423.89 / SD SD INV=432.38 8"N PER KCOUNTY RECORDING IEX/STING POWER POLE SA 4TH S INV=432.23(12"E) NUMBER 6417479 o TO BE RELOCA TED INV= 431.91(12 "W) I o �jLLIINE = 8" GI U) 0!�� ED OF � I CB M'T. PROPOSED POWER PROPOSED 2f00 N s� s�' " w RIM=423.22 7 7' - --�- - 3400 INV=417.84(18"S) POLE L CATION 0 DETENTION VAULT113 - - - INV=417.79(18"W) I 0 68 "' V. � 1f00 --------- 2f 2f1 PROPOSED VERTICAL CURB FOUND 2" BRASS DISC W/ 51. ; I H PUNCH IN 4"X4" GONG. CB 18" ADS r___________ , ROPOSED 1 WATER METER ° ° _ - I °°° BE INSTALLED BY CITY FORCES. MONUMENT & CASE RIM=419.98 ° e g° L •'° ° o . a ° ° (MARCH 2005) INV=416.08(18"E) 4 - ----- -- __ y . ° 4 . e A ►CATER METER PERM/T /S INv-416.08(18"N) I I ° REQjy/RED 12" ADS 4 .3 ' LOT 1 ROOF/FOOTING LOT 2 SEWER ° ° `- DRAIN CONNECTION CONNECTION ° 43 s D M H I EX/ 77NG LIGH77NG POLE • • 1 RIM = 421.87 A D HANDHOLE TO BE I Q , A.. DRIVEWA Y - RELOCATED ° 10 LANDSCAPE INv-411.43(4"S) t PROPOSED w - - - -4 ° .a • m \ BUFFER INV-41 1 .39(4"N) FOUND 2" BRASS DISC W/ ~ RIM- 21.66 Qi LOT 2 ROOF/F0077NG PUNCH IN 4"X4" CONC. 5 SIDEWALK z I INV_415.58(12"NW) % DRAIN CONNECTION \ MONUMENT & CASE I V-415.10 12"W I (SEP 2013) RELOCA D S7REET LIGHT AND ( ) LA IC ° EXl1NG ROCKE�?Y HANOHOLE. S E C.O.R. S7D PLANS I REMOVE F NCE - - - TO BE\REMOVED 117.2, 119, >2 124, 135 AND ✓013 EXlS77NG GRA VEL � \ ss M H 10' PR/1/ATE EX/S77N� GRA VEL DR/IIf_WA Y I SS RIM - 421.63 SEWER EASEMENT ° NV-41 6.6 W TO BE A;MOVED I(CTR C NEL) ' � SHE ° I S MH z LOT 1 SEWER SERVICE.59 1 I U I I Z 69 ISF A N N G 2 U BUILDING PAD I PI A 9, 271 fSF S H O 4270 BUILDING PAD w Q L / 433.0 SH D ? 12'CH \ \ _j / EXISTING 7REES o 1 -� EX177NG HOUSE TO Q I TO BE RETAINED ti LOT 1 ROOF/F0017NG / RE 0 EX/AIS77NG ROCKERY \ LOT Ij DRAIN CONNEC770N 4709 NE 24TH ST S ED z TO REMAIN b / r P OXIMATE DRAIN DECK I IELD LOCATION q� \ j10 0' I � -_ / RO KERY 151.5 \ SD I - - - - - - - LOT 2 ROOF/FOOTING - - SD SD D S 2 - DRAIN CONNECTION NE24TH ST I ® - ---- - - -� ��' , uu 15' RVA STORM EASEMENT „ W 168.4 158.47 I 73 LF INFIL TRA77ON TRENCH FOUND 2" BRASS DISC W/ 0 I / 40 LF/NFILIRA77ON TRENCH PUNCH IN 4"X4" GONG. I z 36 LF /NF/L TRA77ON TRENCH MONUMENT & CASE 0 / DOWN 0.5' (SEP 2013) I " CONNECT TO EX. CB EX/S77NG ROCKERY TO BE REMOVED C " 41.5, 00 0 LOT 2 EXISTING HOUSE PROJECT NO. 18265 � gIDEKO OF INA.4,. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE off•.• pF 41846 PLANNING Sj DESIGN SURVEYING ONAL E /-_�5-Z_f5 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCALE. HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: SHM DRAWN: AR RENT 0 N ONE INCH DATU M CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY I DATE I AP P R APPROVED: SHM SCALE ACCORDINGLY LOI N SCALE: 1" = 20' 0 10 20 40 "O!!� STORM BMPS REQUIRED STORM BMPS 877 ,r PROWDED 1,400 ,r R-412402, RECORD DRAWING S-4124 011 W-4 7 240 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SITE HORIZONTAL CONTROL, AND COMPOSITE UTILITY PLAN ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: Cl. 02 SHEET: 2 OF: 14 N N �. N N CL_ cL_ QI O C) N 0 o I I PUBLIC UTILITY EASEMENT RIM 423.38 (AB) 12" If OUT 420.83 (SW) 14LF 12" PVC I� 90.1814 CB 12 ADS II AB) 24LF 12" PVC-r INV=4 7.84(18"S) INV=4�7.7908"W) (90.0237 II 12" IE 419.07 (NE) (AB) " BRASS DISC w CONNECT TO EX. SEWER MAIN IN 4"X4" CONC.� PER C.O.R. STD PLAN 406.1 IMENT & CASE IF 416.87 SEP 2013) I UTILITY CROSSING (TYP) SEE UTILITY CROSSING TABLE THIS SHEET / I I �ti I SEWER SERVICE CONNECTION FOR LOT 1 I N I CB 5 TYPE l RIM 424.91 (AB) 6" IE 424. 07 (OUT-W) (AB) SD SD - SD --111 I I CONNECT TO EX. CB 3 NE 24TH ST TYPE l RIM 423 J5 EX. 12" lE 415.69 (OUT-W) (AB) 6" IE 416.70 (IN-E) (AB) FOUND 2" BRASS DISC W/ PUNCH IN 4"X4" CONC. MONUMENT & CASE DOWN 0.5' (SEP 2013) NE 23RD ST 22LF 6" PVC OVSRFLOW 0 0.0027 11 11 EXISTING ][SOUSE TAPPING TEE TO SD EX. WATER MAIN 12" sD CONC. SSMH RIM=423.89 INV=417.34(8"N) o INFIL TRA TION TRENCH PER C. O.R. STD PLAN 225.20 (TYP) 7,53 co RR TIE R ET. WALE Q n EXISTING MOUSE I GRAVEL DRIVEWAY CB PROPOSED 64'x11'-4" PUBLIC RIM=435.20 DETENTION VAULT SEE DETAILS ON SHEET C4.31 D0 CBSLL SD _ RIM=435.33 TAPPING TEE TO 1 INV=432.38(8"N) ' EX. WATER MAIN INV=432.23(12W f INV=431.91(12"W) 1 8., G, �► E TA. 1 28, 12.33 RT l ' T- / P RIM 426.92 (AB) 241?1? 3LF 12" PVC 12" If OUT 420.09 (5) (AB)- - - N 00.1833� _ .PROPOSED 1 " - I 2f � 2 12 WATER METER -28LF 6" PVC- I a\ 0.2143 7 ,,,art RATED LID - -RIM 430.82 ` 6" IF 426.00'\ ---25LF 6" PVC 00.0800 SSCO PER C.O.R. STD , PLAN 403.1 LOT 2 SEWER SERVICE RIM 00..51 (AB) 6" lE 424.00 (AB) LOT 2 ROOF/FOOTING / DRAIN CONNECT/ON / 6" IE 428. 00 9Z77f9- EXIS ING HOUSE FF/433.0 +/- / SD CO RIM 426.28 6" 423.50 If (IN -NE) 6" 423.00 /E (W-OUT) REVISION �l 1 EXISTING HOUSE /-3-225 UTILITY CROSSING TABLE CROSSING / UPPER NETWORK UPPER P/PE IF LOWER P/PE CROWN LOWER NETWORK CLEARANCE 1 STRM 421.31 419.42 SSIR-SERV 1.89 2 SSWR-SERV 416.87 416.17 STRM 0.69 3 STRM 418.97 416.89 STRM 2.08 30' RIGHT OF WE PER KING COUNT NUMBER 6, NE i N SCALE: 1" = 20' 0 10 20 40 PROJECT NO. 18265 CIVIL ENGINEERING ZE LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCE: VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: SHY DRAWN: AR ONE INCH DATU M CHECKED: SHY AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SHE SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. R-412408 S-412402 RECORD DRAWING W_412402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY PLAN ✓ANUARY 2020 PAGE: C4. Ol T: 8 OF: 14