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HomeMy WebLinkAboutT-392707SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M. SLOPE 3' BERM lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET It STA. 29+14.07, 43.96' L tl "12" IE OUT 354.-89 (W)384.03 u , U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS .. i . 3 . .. ,....,... _ . A,,. tai# . r f !! VER TI CAL DA TUM: 3 DED/CA noN I •L,, _ . _ .. _. LF 12 LCPE (P5 �,:..,_...,......... 5 _. . . , ...... - BENCHMARK: - o I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK', NAIL 225 � 8' t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER RIM 49�i- 391.88 SOF � � � ,' __,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT C, 4. 12 /E IN 3$�8 E 383.84 NIA �i����i<��<�%�iv�� i �i�� 1 6" MIN 29f 00 � .. �s .. O 3,1 i<��������� � �, MqX CONCRETE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP —}-- —12 /E OUT 355 88 (W) —78— E DEWALK 'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE /T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� ��.a�.��, �. 1.570 NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH), 9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q 51.07, 9.29 R 27 LF 12" LCPE (P6) 3 : (AB) 0 390.64 BASIS OF BEARINGS: �'��: �a (E)386.12 I I Q (N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND 496. spoI �.;, � .�. ._ ��- � ..�.... NUMBER 1843 'T B (S) J85.87 m� CA TCH BASIN NO TE. CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. - RIM 392.29 (AB) 12" IE IN 3,3.9 (E)385.65 EX. 24" lE IN 381.72 (N) (AB) EX. 24" IE OUT 381.72 (S) (AB) 12 II F Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 27+7U 21+UU Zd+UU Lu+4U za+aTU AS -BUILT. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, '� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS w 45232 �-8I 'GISTERE V� Q.R. STRONG 3 IRRIGATION SERVICE CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS L9+LU 29+60 YLP 04.26" .17 M&I SURVEYED: SJS YLP 05.1 J.1 % MAJ DESIGNED:.. YLP 01.03.18 MAJ YLP YLP 05.10.18 MAJ DRAWN: MES YLP 106.25.181 MAJ r CHECKED: 6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw: 0425.827.3063 F425.827.2423 ' MAJ { SW 114 SECTION 9, TOWNSHIP 23 N, RANGE 5 E. W. M. SLOPE 3' BERM lE IN 111138 1-.-58 (N) �2 '� � i. s VAULT OUTLET It STA. 29+14.07, 43.96' L tl "12" IE OUT 354.-89 (W)384.03 u , U TILI TY CROSSING NO TE: BERM CROSS SECTION AT ACCESS HATCH oO U77LITY CROSSING, REFER TO C23 FOR DETAILS NTS .. i . 3 . .. ,....,... _ . A,,. tai# . r f !! VER TI CAL DA TUM: 3 DED/CA noN I •L,, _ . _ .. _. LF 12 LCPE (P5 �,:..,_...,......... 5 _. . . , ...... - BENCHMARK: - o I,. - CB 6, TYPE 2-48 „" 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND PK', NAIL 225 � 8' t � T STA. 29116.86, 20.45' L FEE T± EAST OF THE INTERSEC77ON OF NE, 10TH STREET AND OLYMP/A AVE. E W PLANTER RIM 49�i- 391.88 SOF � � � ,' __,_w:. NE. IN AERIAL PANEL, ELEVA770N = 427.93 FEET. X. S 5 CEMENT C, 4. 12 /E IN 3$�8 E 383.84 NIA �i����i<��<�%�iv�� i �i�� 1 6" MIN 29f 00 � .. �s .. O 3,1 i<��������� � �, MqX CONCRETE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRE7E i��i��i��i��i��i<�i<�i�i<�i��i�i<�ii� i�i��i� SCOP SI TYP —}-- —12 /E OUT 355 88 (W) —78— E DEWALK 'E 1L MONUMENT WITH 1/8" BRASS P/N DOWN 1.1 /N MONUMENT CASE AY THE /T�i �i.�iv �i��i��i��. �a.a�, �, �, �..� a� �� ��.a�.��, �. 1.570 NLV GRA TT-_17UNAL VA_._.: _....., ,,.. _ ._. ....W _ ..__ .W.. _ (. INTERSECTION OF NE, 12TH ST. AND MONROE AVE. (TO THE NORTH), 9UGH CURB INLET - _.._ ® _ __ . - ELEVATION 425.15 FEET. Q 51.07, 9.29 R 27 LF 12" LCPE (P6) 3 : (AB) 0 390.64 BASIS OF BEARINGS: �'��: �a (E)386.12 I I Q (N) 6,07 _ _ N0600'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND 496. spoI �.;, � .�. ._ ��- � ..�.... NUMBER 1843 'T B (S) J85.87 m� CA TCH BASIN NO TE. CB 7" TYPE 2-48" IF DURING CONS7RUCT/ON, IT IS FOUND THAT PIPE ANGLES REQUIRE TYPICAL BERM CROSS SECTION B Q DROP CATCH BASIN W/ ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY NTS ROUND SOLID LOCKING LID WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB W/77 -I LARGER J STA. 29+16.47" 7.02' R STRUCTURE AND ADEQUATE KNOCKOUT. - RIM 392.29 (AB) 12" IE IN 3,3.9 (E)385.65 EX. 24" lE IN 381.72 (N) (AB) EX. 24" IE OUT 381.72 (S) (AB) 12 II F Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 27+7U 21+UU Zd+UU Lu+4U za+aTU AS -BUILT. "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS V, A. J AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, of sl, �Ud ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, '� of ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018. 2 CITY OF RENTON COMMENTS w 45232 �-8I 'GISTERE V� Q.R. STRONG 3 IRRIGATION SERVICE CONSUL TING ENGINEERS 4 DRAFT AS—BUILTS ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS L9+LU 29+60 YLP 04.26" .17 M&I SURVEYED: SJS YLP 05.1 J.1 % MAJ DESIGNED:.. YLP 01.03.18 MAJ YLP YLP 05.10.18 MAJ DRAWN: MES YLP 106.25.181 MAJ r CHECKED: 6207TH AVENUE, KIRKLAND WA 98033 NO. REVISION BY DATE APPR APaRovw: 0425.827.3063 F425.827.2423 ' MAJ