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HomeMy WebLinkAboutTED4003424.4w r� :5 V z z u W W Ls 0 i U I I'r) Ln O N N i Ln QD N N I Ln CN N a� x w z O Q I I 0 Q (D O o-) O O N O E Ln Lo 0 N o� I Ln (N i U) 0 i co N O 0 O N i d N Li 24' DWY. EASEMENT 2' 20' 1 2' z w z Li Li z J w > J r I- 0 a o n O w w CD CD W 1fl=20' W 2% 0 10 20 30 0° O 0 O 0 0 0 0 0 0 0 2" CLASS B ASPHALT PAVEMENT MATCH EXISTING GROUND ©2H:1V MAX. 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE COMPACT SUBGRADE TO 95% COMPACTION, UNSUITABLE SUBGRADE MAY REQUIRE EXCAVATION AND REPLACEMENT WITH CRUSHED ROCK OR GRAVEL BASE, SEE WA. DOT. SPECIFICATIONS SECTION 4-02 SECTION A -A: 24' PRIVATE DRIVEWAY NOT TO SCALE PAVEMENT TRENCH RESTORATION 30' PATCH PER COR STDS., TYPICAL 8.60' 20' 1.40' z W L wbi z W O Q a Z W -CD W z ul W X x W THICK EDGE CD w MATCH EXISTING w 3 GRAVEL ROAD ELV. 2H:1V MAX. 2% o °o °o °o °o 01- -0-0 0 0 0Qll 0 2" CLASS B ASPHALT PAVEMENT 1-1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE , COMPACTED DEPTH CRUSHED SURFACING BASE COURSE MATCH EXISTING GROUND COMPACT SUBGRADE TO 95% COMPACTION, UNSUITABLE SUBGRADE MAY REQUIRE EXCAVATION AND REPLACEMENT WITH CRUSHED ROCK OR GRAVEL BASE, SEE WA. DOT. SPECIFICATIONS SECTION 4-02 SECTION B-B: PAVEMENT EXTENSION IN NE. 21ST STREET NOT TO SCALE 30, 30, 9.10' 20' MIN. PAVEMENT WIDTH 0.9, EXISTING AC PAVEMENT VARIES 3'-5' VARIES w -17' - 15' ADD NEW AC J 1LiO U a z CD z U W V CD z ci O cn cn w x w O � O Q X (n W X W MATCH EXISTlW'C GROUND MIN. 2" SS B ASPHALT PAVEMENT, OVER MIN. 1. CSTC, AND MATCH EXISTING STREE SE. COMPACT SUBGRADE TO 95 o OMPACTION, UNSUITABLE SUBGRADE MAY RE E EXCAVATION AND REPLACEMENT WITH CRUSHED ROC GRAVEL BASE, SEE WA. DOT. SPECIFICATIONS SECTION -02 SECTION C—C: PAVEM[f—�—irrv� DENING IN NE. 21ST ST NOT USED NOT TO SCALE ROAD AND DRAINAGE PLAN - AS BUILT OF CAMIE NG PROPERTY A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M. RENTON, WASHINGTON HORIZONTAL & VERTICAL DATUM - BASIS OF BEARINGS NAD 1983 (91) PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. COORDINATES AND ELEVATIONS ARE CPS DERIVED, AND A NETWORK ANALYSIS INCLUDING CITY OF RENTON CONTROL STATIONS 57, 369, 1668 AND OTHER MONUMENTATION WAS PERFORMED. WE HELD CONTROL STATION 57 FOR POSITION, THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION AND CONTROL STATION 369 FOR ELEVATION. REFER TO SHEET C2 OF 7 8 FT. DIA - 7 FT DEEP ROCK FILLED DRY -WELL FOR ROOF DOWNSPOUT INFILTRATION, SEE DETAIL SHEET C7, TYPICAL. DRY -WELLS MUST CLEAR THE PROPERTY LINE BY 5 FT. MIN. HOME BUILDER TO INSTALL 2 DRYWELLS PER LOT AS SHOWN, EACH WELL I I SERVING UP TO 1500 SF ROOF AREA. FINAL DRYWELL LOCATIONS SHALL BE PER INDIVIDUAL SFR BUILDING PERMITS. SPLASH BLOCK OVERFLOWS MUST DISCHARGE TO A 10 FT. MIN. VEGETATED FLOW PATH BEFORE CROSSING THE PROPERTY LINE, i TYPICAL. / I � i I — ° S88' 19'43"E 281.30' (CALC) 281.09'(DEED) 256.17' O I i FF. 380.00 0 NOTE. MINOR SRADING SHALL BE PERFORMED AN FINISHED FLOOR i o o 0 ELEVATIONS S ALL BE ESTABLISHED BY HOME BU LDER PER INDIVIDUAL SFR z � ;I I BUILDING PER ITS, ELEVATIONS NOTED PLUS OR INUS 1 FOOT, TYPICAL. I \ _0 4 — 3 , a A ® ,, 'XXX o � FF. 386.00 717 LU FF. 385.00 . L i U) I 16 FT PUBLIC UTIL. ESMT. , I I in: V 84.50' 45.00' -- FF. 380.00 F._-- 4.10 I ul J :25:0D' o I N88-19'42"W 124.95 384.00 Do p % N `I Qi 3 .60 00 I I® A A o N to r. N J U [ J] LEGEND ROOF INFILTRATION DRY —WELL, 0 CONSTRUCTION AS NOTED ABOVE, SEE DETAIL SHEET C7 E-- SURFACE WATER FLOW ARROW 1 PRELIMINARY SHORT PLAT SUBMITTAL 2 ENGINEERING SUBMITTAL 3 REVISED PER CITY OF RENTON PBPW 4 FINAL MYLARS 5 AS BUILT N0. 1 REVISION TRENCH RESTORATION AS NECESSARY, { PER CON. STANDARDS, TYPICAL. SAWCUT & MATCH EXISTING PAVEMENT, MATCH ASPHALT THICKENED EDGE W. EXISTING CONC. VERTICAL CURB MATCH EXISTING GRAVEL EDGE, TYPICAL , RDR 3 28 07 RDR SURVEYED: Barghausen RDR 0 15 07 RDR DESIGNED: Barghausen RDR 12/17/07 RDR RDR 01 /10/08 RDR DRAWN. RDR AJ 1/06/09 HPG CHECKED: RDR BY DATE AP P R APPROVED: RDR SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �L P G y �F WAS �� As 18215 72ND AVENUE SOUTH Q' KENT, WA 98032 Z 42 Z (425)251-6222 ,p 23975 0 �� 0 (425)251-8782 FAX s Fuc s 1 E�� ��`� q °y ? SIONA L E� �.1(� 1 sG� macCIVIL ENGINEERING, LAND PLANNING, CITY 0E RENTON Planning/Building/Public Works Dept. TIfG ENG%Nt:w' SURVEYING, ENVIROMENTAL SERVICES AS —BUILT ROAD AND DRAINAGE PLAN FOR CAMIE NG PROPERTY 11-27-07 FIELDBOOK: — PAGE: — DRAWING NO: 012653 SHEET: C4 OF: 7 O b� cD o� J My O /bW � y �d a CD:R-342404 Jk ,' k- 31 T_t-4 C 7