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HomeMy WebLinkAboutR-371716a 0 4 W a Z LqU Z 0 W U W NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 01 W NK - F— VERTICAL DATUM Q GRAPHIC SCALE NAVD ss 20 0 10 20 40 80 BENCHMARK W TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT Q ( IN FEET) (WCCS POINT ID NO. 3831) 8' PLANTER M LL LO J X10.0' „Q Y aSMN­ 9 w�w U) J Cfl SECTION A—A NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. zJQo 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. Ln 5' SIDEW 7— 4. -- z ,d Ma 00 pI — ~AA3 Z J�, �C) �I Y 2007 KCRS FIG 3-014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION J 11--_ SURVEYED: CkfQ NSW I-- U �-�J�� Q I .��„I ...:.::.. +oma W N�� 0�w1 I °. O�°o ZpQ 0 04 �m�ot~n w I of I to '— LU v Op U Cn cn Cn w m LJJ > I LL_ cD W I cn M LL LO J X10.0' „Q Y aSMN­ 9 w�w U) J Cfl Y � J P. � 0 (n Ot w 505 Of +@ �U. M� ZQ, cn V) w --- 500 10+00 11+00 PROFILE - 116TH AVE SE 12+00 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UTIES BEFORE COMMENCING WORK. CONTRACTOR AGREES LL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES C AND PRICHMIESERVE ANYGHT BE AANDNALLBUNDERGROUND UTILITIES.Y HIS FAILURE TO �Y LOCATE CONSULTANTS,CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS ' 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG email H. Hagen son@COMCAST. NET A 0AA IO%I CCCC �A_ I ONAL. EXPIRES 11 /15/16 5 5 AS—BUILT HEH 4 REVISED FOR 8 PLANTERS HEH 3 ADDED DETAIL HEH 2 REVISED PER 8/16/13 CITY COMMENTS HEH 1 INITIAL PERMIT SUBMITTAL HEH NO. I REVISION I BY GONG R��S N� `I 5 2.0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE CEMENT CONCRETE SIDEWALK AND RAMP s' M//v NS/T/off, ooNc CONSTRUCTION NOTES (I)CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 (�)CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION. __0.5'____ 5' MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE SHOULDER SECTION A—A NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. zJQo 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. -- c�_n 0CD4 CD RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-011.) pI I ~AA3 Z J�, Q I I LOpUH xp� w�Nw 2007 KCRS FIG 3-014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION )/9/14 SURVEYED: SCALE: VERTICAL: NAVD 1988 tf)AQ� (_5�pWCD Z 00 ZpQ 0 04 �m�ot~n w a Cn cn Z U W F— Y � J P. � 0 (n Ot w 505 Of +@ �U. M� ZQ, cn V) w --- 500 10+00 11+00 PROFILE - 116TH AVE SE 12+00 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UTIES BEFORE COMMENCING WORK. CONTRACTOR AGREES LL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES C AND PRICHMIESERVE ANYGHT BE AANDNALLBUNDERGROUND UTILITIES.Y HIS FAILURE TO �Y LOCATE CONSULTANTS,CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS ' 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG email H. Hagen son@COMCAST. NET A 0AA IO%I CCCC �A_ I ONAL. EXPIRES 11 /15/16 5 5 AS—BUILT HEH 4 REVISED FOR 8 PLANTERS HEH 3 ADDED DETAIL HEH 2 REVISED PER 8/16/13 CITY COMMENTS HEH 1 INITIAL PERMIT SUBMITTAL HEH NO. I REVISION I BY GONG R��S N� `I 5 2.0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE CEMENT CONCRETE SIDEWALK AND RAMP s' M//v NS/T/off, ooNc CONSTRUCTION NOTES (I)CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 (�)CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION. __0.5'____ 5' MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE SHOULDER b UWMtU WWAUI% Iw U.Mbt TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE DEUA/ALK RAMP TYPE 3A PLAN NOTES: 1. Avoid placing drainage structures, junction boxes or ether obstructions in front of ramp access areas. Detectable warning patterns may be created by any method that will achieve the truncated dome dimenSIOnS and spacing shown. The d-etectoble wcIrning pattern area shall be yellow, in compliance with Std. Spec. 8-14.3(3 3_ Curb and qutter shown, see the Contract Plans for the curb design specified. See Std. Plan F-1 for curb details. 4_ See Std. Plan E—J for side-wolk joint placement and details. �j. Pump dopes shall not be steeper than 12 -H. -IV. R-371116 /19/14 un 1 "=20' HORIZONTAL NAD 1883/1991 Jk CITY OF DESIGNED: /5/1 HEH RENTON 7-3-o/13 DRAWN: HEH ONE INCH DATUM 71-/13 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HEH IF NOT ONE INCH DATE AP P R APPROVED: SCALE ACCORDIINMY HEH SEE CONTRACT FOR CURB RE7URN RADIUS ISOMETFIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & 3D Sheet 1 of 6 Ly ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE: 04/04 QWG. NAME: F012 SP PAGE: F01 DATE: 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT RELDBOW PAGE: 18621 - 116TH AVE SE DRAMA VG N0: RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC '�� s M13 A -(:� '. 6 -0 "7,/ 7 '/ 6 1A IN N NINIAIA SECTION A—A NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. 50 RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-011.) DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATIONS 8-14.3(3) 6. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS. 2007 KCRS FIG 3-014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION )/9/14 SURVEYED: SCALE: VERTICAL: NAVD 1988 b UWMtU WWAUI% Iw U.Mbt TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE DEUA/ALK RAMP TYPE 3A PLAN NOTES: 1. Avoid placing drainage structures, junction boxes or ether obstructions in front of ramp access areas. Detectable warning patterns may be created by any method that will achieve the truncated dome dimenSIOnS and spacing shown. The d-etectoble wcIrning pattern area shall be yellow, in compliance with Std. Spec. 8-14.3(3 3_ Curb and qutter shown, see the Contract Plans for the curb design specified. See Std. Plan F-1 for curb details. 4_ See Std. Plan E—J for side-wolk joint placement and details. �j. Pump dopes shall not be steeper than 12 -H. -IV. R-371116 /19/14 un 1 "=20' HORIZONTAL NAD 1883/1991 Jk CITY OF DESIGNED: /5/1 HEH RENTON 7-3-o/13 DRAWN: HEH ONE INCH DATUM 71-/13 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HEH IF NOT ONE INCH DATE AP P R APPROVED: SCALE ACCORDIINMY HEH SEE CONTRACT FOR CURB RE7URN RADIUS ISOMETFIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & 3D Sheet 1 of 6 Ly ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE: 04/04 QWG. NAME: F012 SP PAGE: F01 DATE: 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT RELDBOW PAGE: 18621 - 116TH AVE SE DRAMA VG N0: RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC '�� s M13 A -(:� '. 6 -0 "7,/ 7 '/ 6 1A IN N NINIAIA