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HomeMy WebLinkAboutR-422932L; i Q z w A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON rn RIM=22.06 N g _, sD•; GLIV I UKY LINK WtJ l ' N IE=19.91, 8 D.I. N p2 s 1 -'�,Q - i ? 2�As N IE=16.44, 6"PVC E x 2 titi' sD -- w / N:174,394.99 s sD' I ° 'd — W IE=16.36, 6"PVC W AS HALT w ' - �`L� N-174,395.88 g E.129,595.07� a s - '( a „NO PARKING" ° sD� e ° - _ w ' - - H S "�' / ss — — _ _ E_1,297,594.87 GAs GAs _ HP ss o -23- s - ' - `n' ■ 2T� >s�ti�i ...�:•. _0"?_ „NO PARKING" ' '^ SD. ° . °' d _ — w a S ■ " " — fps..p K FENCE w - ss s� +, HAINLIN — — _ T w o „NO PARKING" 5 �i a� s a _ - - w — Lam' �' 2� _ r- �� 7 5 C BP _ -w _ 'Gp ",. �1 i x—STORM VAULT W OIL WATER SEPARATOR P / P ems_ so ° - - - w — — 22 — — — — — — ssBAS N� :; a;: Al�/ / TYP. 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS w „ �. SEA l� RIM=24.08 ° — — — '— ASPHALT 4 P N �t :.:.:. .... _Sig _ _ - ss . SI (��,•::a TOP OF BAFFLE=21.78 gP _ / Gt�? ' / TEL TOP OF VERT. TEE-21.55, LQ r TES U = 12 PVC W ° ...::.. �. ,. ,.,,,,, , �,. , �„• — y:;i : �. BOTT. OF VERT. TEE 18.58, DOMESTIC ,.�. .<.... ..............,. .�. ;.'�� — z I Ate'• ' �.' is • W D .: s _ TOP OF PIPE-20.9f 12"PVC E d _ � SS ., GAS OVERHEAD _ ,... .. OVA,.., .. .. ,......:. ..` . „_TEL PHONE LINE 1 .. . s :. .. . . .:, .:. , .: •.. ... . ` � UNABLE TO MEASURE IE s 1 N.174,341.62 s� N5I1RK G :.':.::• Q. - 5 TELEPHONE LINE WATER LEVEL-19.98 � 1 7 E Z E.1,297,353.11 / � 4EL ti • BOTT. OF STRUCT. - 17.53 L o �E � s 1 XISTING� E L E - U TE - 6 L 1• E � LT SP � ti Q A HA � 6ATCH d _ ti 2 ti• c I ti N 1 0 BASIN o ti• A 1 TPN 3340402755 1 � ° G x 6 0 �. ` 1• k a 5• I I �� e s :�� �:��. AZUL PROPERTIES LLC P .x L� �/.�� _Sv _ „ ���., �•�.'� 1'-�f� a . ... .. .. �l � ....... .. ....... .. (`Rd I/f-1' ,.. , . ;�Iti• • .I •+�• . ..., 1 It=1/.9/, I CJI-' W 10' BAY = 12.36 �I / DOOR FORCEMAIN E Py �0� 2396 2 ! 16 A i STORM CATCH BASIN TYPE I RIM=23.66 IE=19.65, 12 "CPP N IE=19.76, 12 "CPP E IE=19.76, 12 "CPP S IE=20.38, 6"PVC W STORM CATCH BASINfi TYPE I RIM=22.55 IE=20.28, 6"PVC W IE=20.02, 12"CPP N Io w 12y1 HALT 6 .G23 x �titi _w ' .' � IN0 � x titia6 1119, TELEPHONE RISER VHOI F 40„ 0 N 7&8" OAS — 1 "WATER LINE" RED "HAZARD" x x ti2 O "NO PARKING" P `e� 4q �c', _J Co.° �(�C F ° w A� TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PUBLIC) SCALE: 1 "=20' • Call 811 • m two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE AP P R APPROVED: DCD I I I ) VACATED R RENTON I 5 8 PER CITY OF 4668 �RDINANCE 0j150313 REC.NO 1997 2 92 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Plan ning/Building/Public Works Dept. LEGEND PROPOSED FEATURES - CATCH BASIN PROTECTION SILT FENCE DEMOLITION - — — — — - STOCKPILE AREA - — — — — - SAWCUT LINE GENERAL NOTES 1. SEE APPLICABLE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ON C1.2C 2. THE MAJORITY OF SITE DEMOLITION ACTIVITIES IDENTIFIED ON THIS PLAN HAVE ALREADY BEEN COMPLETED BY THE PREVIOUS PROPERTY OWNER. CONTRACTOR SHALL VERIFY COMPLETE REMOVAL OF FEATURES INDICATED ON THIS PLAN FOR DEMOLITION. IF FEATURES IDENTIFIED FOR DEMOLITION REMAIN, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO FULLY REMOVE THEM. 3. MATERIAL REMOVED FROM SITE TO BE DISPOSED OF AT AN APPROVED, OFF -SITE LOCATION 4. HOME OWNER/LAND OWNER TO COORDINATE WITH PURVEYOR OF UTILITIES BEFORE ANY DEMOLITION 5. HOME OWNER/LAND OWNER TO SHUT OFF AND REPAIR ANY UTILITIES DAMAGED ON SITE THAT ARE NOT MARKED FOR REMOVAL 6. PROTECT ALL ON -SITE MONUMENTS OR FEATURES USED FOR SURVEY PURPOSES 7. WATER UTILITY SEVERANCES TO BE PERFORMED BY CITY OF RENTON KEY NOTES 1� PROTECT FEATURE AS NOTED 2� REMOVE FEATURE AS NOTED 3� INSTALL SILT FENCE PER STANDARD PLAN 214.00/C1.3C 4� INSTALL CATCH BASIN PROTECTION PER STANDARD PLAN 216.30/C1.3C 5� SAWCUT TO FULL DEPTH OF ASPHALT PAVEMENT/CONCRETE SUGGESTED MATERIAL STOCKPILE LOCATION. STOCKPILE MAY BE LOCATED ELSEWHERE AS APPROVED BY OWNER. PROVIDE PLASTIC COVERING AT TEMPORARY STOCKPILE LOCATIONS AS PER DETAIL 100/C1.3 7� CAP EXISTING PIPE AS NOTED oVID C. sitts&hill 4 CIVIL I STRUCTURAL I SURVEY e"_ . 7` ` 4815 CENTER STREET I TACOMA, WA. 98409 {`` V PHONE: (253) 474-9449 1 FAX: (253) 474-0153 http://www.sittshill.com/ f � Project No.: 19480 Project Mgr.: DCD O � C 46449 ,cIS1ER A,s F �- . , ^'1,, Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM .S�n11JA1, t~ � oM. R-422932 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A018t&�' IL Wanders 05/08/2023 %,�# BROTHERTON CADILLAC - RENTON DATE: FIELDBOOK: PAGE: TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C 1 . 1 C (PUBLIC) SHEET: c OF: 9 N T O O N M1 Ln N T O O O N Q J LO O O N N A u