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HomeMy WebLinkAboutS-393503Lc) L!7 CO Cr7 CA 0) CO Cr7 CV CV rr ry a 72D CONNECT70N TO PROPOSED WATER MAIN PER PLAN 7 7 D STORM 7DD +� U��] II 4a m m �C- - r1_rr1.L-ry■� 9+75 1 DfDD �g LOW PT STA: 10+35 94 FILL ANO COMPACT ROADWAY TO LOW PT EL: 117.10 FINISH SUBGRADE BEFORE V J PW STA: 10+45 OO EXCAVA 77ON TO INS TALLA 77ON OF PW EL: 116.59 NEW WATER MAIN (TYP ALL AREAS) 50.00' VC " T. ►� APPROXIMA TE + 0 3 BURY + o PROPOSED GRADE -Z II W +' o .. 0 ROAD TIP I 4a W�I 50% 13=8" DI (Rd) 6.41 I 22 -8" _ DI (RJ) 3' COVER MIN o TYP —_�� - f I',." EX 12" SO J 1 -7 _ •— tt� --Ilr'---��� �1 ��U� rM r r. � r~ r• r• +� INSTALL 6" 7HICKx24"x24" ETHAFOAM PAD BETWEEN FIRE HYDRANT BOTTOM OF 12" STORM PER PLAN AND TOP OF 8" WATER I 6" GAS Q5' MIN EXISTING GROUND CLEARANCE a ROAD (TYP) NTH 6" ETHAFOAM PAD CROSSING 8 WA CE 115.96 :ter \ MAIN PER PLAN 8- WA IE 118.79 EX 12" SS CE 116.12 SEPARA 77ON 2. 67' EG AT CROSSING 121.31 7 7 D INSTALL 11-114' VER77CAL BEND (MJAW) W/ MEGALUG AND CONC BLOCK CENTER BETWEEN GAS LINE AND SEWER LINE T T f 74 NOTES 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDSy 7FESy AND VER77CAL BENDS SHALL BE PER COR STD PLANS 3302 AND 330.3. 2. ALL MECHANICAL JOINT FI TT7NGS SHALL HAVE RESTRAINED -JOINT RETAINED GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL CONCRE7Ec BLOCKING 3 FILL AND COMPACT ALL FILL AREAS TO R7N15H SUBGRADE BEFORE EXCA VA 77ON FOR INSTALLA 77ON OF NEW WA TER MAIN. 7TO w w aLu �W J a� N � � II W 1DD JI 0.5' MIN 2. DOX 2.G CLEARANCE WITH 6" ETHAFOAM_j FILL AND COMPACT ROADWAY TO FINISH SUBGRADE BEFORE EXCAVATION TO INSTALLA 77ON OF NEW WATER MAIN (TYP ALL AREAS) PAD p 9❑ U j Orr Ll CONNEC77ON TO PROPOSED WATER MAIN PER PLAN SEMI-! 3 RIM 92.47 84.57 8" 1&6*6-3� (OUT-E) 8 D [7[7nonCCA 35'-8" S-44J4e Q imo EXIS77NG GROUND EL 0 ROAD TYP r, 0) SSA4H 4 RIM &t9f 8748 8" IE—FR-93- (IN— W) 79.88 8" IE7r8T (OUT-E) 79.76 7 9 f 75 20f DD APPROXIMATE 3 BUS ►i►1� J �josc �+C c p i r12-8 rl 8�J I / C DI (RJJ) DI 3T'YCPOVER MIN 4.24% _ /EX 12" SD--� i 0.5' MIN CLEARANCE WITH 6 E7HAFOAM PAD r Opp � � INSTALL 6" 77#CKx24"x24" f E7HAFOAM PAD BETWEEN e BOTTOM OF 12" STORM � / I AND TOP OF 6" WA TER 1 CROSSING EX 12 SD IE 96.1 D 8" WA CE 95.50 FIRE HYDRANT SEPARATION a6' PER PLAN EG AT CROSSING 99.22 AE;CE.15S EAST 5 ►CA L E: 7 "= 2 0' H, 7"=. 5' V Ld o'I9 °'Iv^i PIPE CLEARANCE NOTE FOR SEPARA 77ON BETWEEN STORM AND WA TER PIPES 7HA T ARE BETWEEN A, 5' AND A, 99' OF SEPARA 77ON AN ETHAFOAM PAD SHALL BE INSTALLED. UNDERGROUND UTILITY NOTE UNDERGROUND U 77LI 77ES ARE SHOWN 1N 7HE APPROXIMATE LOCATION ]HERE 1S NO GUARAN7FE 7HA T ALL UTILITY LINES ARE SHOWN, OR 7HA T THE LOCA 7701V, SIZE AND MA 7FR1AL 1S ACCURA 7E. 7HE CONTRACTOR SHALL UNCOVER ALL INDICA7ED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO 7RENCHING OR EXCAVA77ON FOR ANY PIPE OR S7RUCTURES, TO DETERMINE ACTUAL LOCA BONS, SIZE AND MATERIAL. 7HE CON IRA CTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PR07EcC77ON OF SAID FACILITIES 7HE CONTRACTOR SHALL N077FY DNE C&L AT B-1-1 (WASHING TONB11. COM) AND ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUCTION 27fDD 6" GAS PROPOSED GRADE EL ® ROAD TYP a rn 1DO CONNEC 77ON TO EXIS77NG WATER MAIN PER PLAN EX 12" SS CE 93.84 SEPARA 770N 2.63' EG AT CROSSING 121.31 9❑ INSTALL 11-114' VER77CAL BEND (MJAfJ) W/ MEGALUG AND CONC BLOCK CENTER BETWEEN GAS LINE AND SEWER LINE INSTALL 11-114' VER77CAL BEND (MJxMJ) W/ MEGA LUG AND CONC BLOCK CENTER BETWEEN GAS LINE AND STORM LINE 2 T +B2 S-393503 W-393503 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: 1 REVISED DRIVEWAYS SSMH 2 do SELECT SERVICES LMT 1412118 SURVEYED: �" ma's' Pis SCAM AS NOTED" � ���� DATUM I TY F � RENTON Planning/Building/Public Works Dept. LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS SEWER AND WATER PROFILE AS -BUILT s/1s/2o 2 ADJUST LOTS 6-6 LMT 5122118 DESIU SHAWN COOPER 3 UPDA TED CURB RAMP PER CITY COMMENTS LMT 6115118 Fl0.°e°°" PKM 4 WATER UPDATES PER FIELD COND177ONS SDC 7110118 SHAWN COOPER ONE '"QH IAT FILL g�E IF NOT OWWH ACCOMI'I"' SP—�2 5 REVISIONS TO EAST END OF ALLEY (SW JRO CT) CHW 8110118 CHECKED: BREn K. PUDISTS, PE NO. REVISION BY DATE APPR APmovmSCME BRETT K. PUDEM PE 5"EET: OF: 13 27 Q i r CV cy) a a a r Q J CV (10 a a a r C 2020 THE BLUELINE GROUP