The URL can be used to link to this page

Home My WebLink AboutR-389760Q z U C/)U LLJ D Ld O r/ U Ld (/) Ld Q (/) Ld I - U7 Ld ry U Ld N M REA TO 4ADED VUECREST ES TA TES 015007217 SOUTH END OF 102ND AVE IMPROVEMENTS QU �� QQQ ) W PA VEMEN T WIDTH TRANSITION O p N):Q) DD rn: 4' ��.A. O C) N 6) CS � o co. -!5-- -o d' R = 15.00' CR -1 4 = 25'50'2-9.4 o:N h:p Ln 4U) cri Q) Y x CR -2 rJ "A)• 95 -a3 a a A�Q�_1X65 \ SP2n L. 408.37 - EL. 408.36 409.13 ST 51+53.57 11. L n 2.09 7.8q EL. 409.19 EL. 4 ADA RAMP DETAILS EL. 4(18.43 PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C11, 1"-10' 4 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ALL-- Q:) LL - SE 1861TH ST W W 1 EL. 408.07 FL EL. 408.58 TBC MA TCH EX. MA TCH EX. CURB - RADIUS EL. 408.30 EL. 408.36 EL. 408.43 EL. 408.93 TBC MA TCH EX. VUECREY.1, VUECREST 11 SHORT PLAT 015007232 j:. EL. O81�S MA TCN. C EL. (' 1.59' o� v \-EL. 408.46 EL. 409.03 ,---,--MATCH EX. MEASURED ALONG FLOWLINE OF CURB D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 SE 7/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W.M. > T ES TA TES & VUECREST // SHOR T PLA T END OR CORNER POST TENSION PARE - PDLL POST R = 15.00' CR -1 4 = 25'50'2-9.4 Am L = 6.77' i7 R = 25.00' CR -2 4 = 11724'1.2» ISL 0.4% L = 51.23' MEASURED ALONG FLOWLINE OF CURB D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 SE 7/4 SECTION 37, TOWNSHIP 23 N, RANGE 5 E, W.M. > T ES TA TES & VUECREST // SHOR T PLA T END OR CORNER POST TENSION PARE - PDLL POST LOT B KING CO. BLA UNF'LAI ILU 12"IE CONC=408.41 12"IE CONC=408.48 NOTES loIr Lw. PULL POST - SPACED HOG RINGS ITYPA - 1. All cowela post base& &hall be. 1 D° �inJ Q 1i906' SFT) MAX. PA -CEO @ 24' SIH) 9AA TENSION WIRE ID -m AIA1L [TPP.} mnYnum danletsr. LINE POST - SPACED BRACE TEHSIDN TW STEDSELYAGE D TENSION 4NRE BRACE POST �• Alorx3 the �p and boRom, using Hoy Q 19 ITT) MAX. ' r POST HARE {TYPj l�pEla, fasten the chain Lira; Ferree F.W. to the Teheran Wire within 0- _FD of the first full fabric %wave- _. Details are illustrative and shall not TIE WIRE TENSION IMRE limit hardware deign or post selection {TYP,j 0 TENBIDN HIRE of any parlirular farKe type, 6 = TIENIRE 4. Forcing shall be used for security and (TyP'} FABRIC BAND (TYP.I boundary dellnBaUon orgy. STRETCHER BAR MR) TIE WRES tTYP.} - C SPACED Q 14' (IN) IAA%. STRETCHER f. t LAR h •I. _ IOIUCICLM SELVAGE ; r� CIwN LI NKFABfTQ7SIOH WRE " (TYP.) FENCE lr {;- Pp ST FABRIC C. 6 ' �� -'1 • CONCRETE POST FABRIC BANDVdrrH BASE I W4 CARRIAGE BOUT AND NUT -SPACED 15' qN} NUHL TYPE $ -nD .TOP _ ,fir- s TEN910N 1M RE Am 1TYP.1 i7 FABRIC B-MIJ OTWj € STRETCHER BAR (TYP) ISL 0.4% TENSIOtI PINE PULL PDST ROD RINGS (TYP.J - STRETCHER BAR TO POST SPACED ® M" (IN) MAX LOT B KING CO. BLA UNF'LAI ILU 12"IE CONC=408.41 12"IE CONC=408.48 NOTES loIr Lw. PULL POST - SPACED HOG RINGS ITYPA - 1. All cowela post base& &hall be. 1 D° �inJ Q 1i906' SFT) MAX. PA -CEO @ 24' SIH) 9AA TENSION WIRE ID -m AIA1L [TPP.} mnYnum danletsr. LINE POST - SPACED BRACE TEHSIDN TW STEDSELYAGE D TENSION 4NRE BRACE POST �• Alorx3 the �p and boRom, using Hoy Q 19 ITT) MAX. ' r POST HARE {TYPj l�pEla, fasten the chain Lira; Ferree F.W. to the Teheran Wire within 0- _FD of the first full fabric %wave- _. Details are illustrative and shall not TIE WIRE TENSION IMRE limit hardware deign or post selection {TYP,j 0 TENBIDN HIRE of any parlirular farKe type, 6 = TIENIRE 4. Forcing shall be used for security and (TyP'} FABRIC BAND (TYP.I boundary dellnBaUon orgy. STRETCHER BAR MR) TIE WRES tTYP.} - C SPACED Q 14' (IN) IAA%. STRETCHER f. t LAR h •I. _ IOIUCICLM SELVAGE ; r� CIwN LI NKFABfTQ7SIOH WRE " (TYP.) FENCE lr {;- Pp ST FABRIC C. 6 ' �� -'1 • CONCRETE POST FABRIC BANDVdrrH BASE I W4 CARRIAGE BOUT AND NUT -SPACED 15' qN} NUHL TYPE $ -nD .TOP 1 Na, J cL Am 1TYP.1 RA/LPDBT i B *fir ISL 0.4% se"M I w[pNT PULL PDST i STRETCHER BAR TO POST LINE POST -SPACED BRACE I KNUCKLED 2 I rI CAM. �..� 5.10 LINE CR LWE PMT !FT) 140 P48T aELYAWt TENSION VALE 1 TIE WARE;jb TENSION VMRE(TPP.} CHAIN LINK SURVEYED: SCALE: FENCE FABRIC MP.1 `is AS NOTED TIE HIRESTRETCHERBAR CrYP.}FABRIC DESIGNED: MAJ BARO {IPP.} fsfaJlRL Barry, Ed 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ FABWC BhND{TYP) CHAIN LINK FMCE TYPES 3 AND 4 STANDARD PLAN L-20.iD43 ONE INCH SHEET I OF 3 SHEETS 5 MYLARS 111 12.06.16 111 CHECKED: APPROYED FOR PUBLICARON MAJ 6 MC 6 DRAFT AS-BUILTS MAJ •rolhlnalAn 91.Ir Prp.Rlrvrnl MTnruprAellm 111 APPROVED: I MAJ IVIuc.ED 8aVAOE SCALE ACCORDINGLY N0. REVISION BY I DATE I APPA iTYP,} CONCRETE POST BASE(TYP) TYPE 4 POST AND RAIL SPECIFICATIONS 1 Na, J cL POST PIPE ROLL FGRM95 NOM SRE TOP R41L *fir ISL 0.4% se"M I w[pNT METHOD OF FASTENING STRETCHER BAR TO POST TENSION HARE FENCE LINE END, CORNER, OR PULL PWT 2 I rI CAM. �..� 5.10 LINE CR LWE PMT 7' GVW. 1.88 FAH RIC LOOP - -DE l Y F l Z F 1 PULL POST - SPACED HOG RINDS 1TYPJ - J LV-,- a WV (FTL MAX. SP7i{'.FI] {'� 20 -(IN) MAX l �.l TOP R41L *fir BRACE PORT METHOD OF FASTENING STRETCHER BAR TO POST TENSION HARE TIE PARES PW.} - RTRETCHER SPACED Q 14' (INJ M0.i MR TM.) e1TRIO$ ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E° 1/12/2018." 4 is F �hv� CHAIN LINK SURVEYED: SCALE: FENCE FABRIC >� `is AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 w � •e DESIGNED: MAJ fsfaJlRL Barry, Ed 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ Jul L420L511:14AM DRAWN: YLP CHAIN LINK FMCE TYPES 3 AND 4 STANDARD PLAN L-20.iD43 ONE INCH SHEET I OF 3 SHEETS 5 MYLARS 111 12.06.16 111 CHECKED: APPROYED FOR PUBLICARON MAJ AT FULL SCALE IF NOT ONE INCH 6 DRAFT AS-BUILTS MAJ •rolhlnalAn 91.Ir Prp.Rlrvrnl MTnruprAellm `W it CB T- 1 RIM= 4 5.88 Q 12"Ir_ DS=402.98 (S) �z 1IVG\V� 12"IEA S=402.95 (NE Q _ SE 186TH ST. FOUND 1-3/4" BRASS DISC WITH A "X" IN A 4"X4" COP MONUMENT, DOWN 0.5' IN MONUMENT CASE. I VUECREST II SHORT PLA T SITE VOLUME CALCULATIONS CU T VOLUME FILL VOL UME NET VOL UME (CU. YDS.) (CU. YDS.) (CU. YDS.) 5,682 210 5,472 EXPORT ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCAVATION FOR RESIDENCE AS PROPOSED. THE VOLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION FOR BUILDINGS. CB T-1 RIM=406.27 TRACT C Y Q 12"IE ADS=403.3 � RACT B BACK OF SIDEWALK SLOPE NOTE ��1 409.89 GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4:1 FOR A DISTANCE OF E-402.38(NW) THREE (3) FEET. AFTER THREE (3) FEET, SLOPE MAY BE INCREASED TO A MAXIMUM OF 2: 1, EXCEPT IN AREA W1 THIN OPEN SPACE AND SENSI TI VE AREA a , 8"IE=402.06(S) TRACTS. f Q \ GRADE CHANGE BETWEEN L 0 TS II Q GRADE CHANGE BETWEEN LOTS TO OCCUR AT PROPERTY LINES WITH FENCE TO II FREDRICKS PLACE BE PROVIDED BY THE BUILDER AT HOME CONSTRUCTION. N VOL. 169, PG'S. 30-3�, (Hydrant AEC. N0. 9406211 ,rn Rl 111 /7/A/%' PJ<RAA/TC VAULT, CONCRETE BARRIER AND RETAINING WALL TO BE APPROVED UNDER SEPARA TE PERMIT. CB T-1 RIM=409.35 I 12"IE ADS=406.07 (NE) Gate I (ate NOTES SEE CONTRACT PIANS YYY SEE CONTRACT PLANS -II/ 1 Provide a separate Curb Ramp for each marked or unmelrlwd crosswalk. PEDESTRIAN cur4e - Curb Ramp locwlon shall be placed within the width of the associated WT IXP 44910N JOINT 1 rP-] - I PFJ7ESTRNH CLN1B - 378 E1iPRN910N JOINT (TYP.j - r SEE NOTE a cmGWalk, or as shown in the Contract Plans, SEE STANDARD PLAN F.911f0 W101NG 11 SEE NOTE 8 SEE STANDARD PLAN F•3W.70 IANDINe 2 Where "GRADE BREAK" is Called out, the entire length of the grade break between the two adjacent surface planes shall be flush. N SIDEWALK 6 3. Do not place Gratings, Junction Boxes, ACLr.SS Corers, or other appurffi- CVRB AND GUTTER _ _ slfIELNALK - �i-J nances in front of the Curb Ramp or on any part of the Curb Ramp or N 3" R. Landing. 4 See Ccntrao Plansforthe curb design Specified. See Standprd Plan a' - IT MIN. (TIfP j - CURB b GUTTER F-10-12 far Curb, Curb and GUlfer, Depressed C4rb and OU"r, and SEE COIITRACT PLANS GURB RAMP CURSRAIiP DETECTABLE WARPING SURFACE- PedeSlrar Curb tlBlallS. CURB RAMP 4•-O'MIN (TVP)- SEE STANDARDPLANF-46.f0 5 Sea Standa rd Plan F-90.10 for Coment Concrete Sldewalk Dolads. DETECTABLE WARNING SURFACE - SEE CONTRACT PLANS See Contract Plan for width end Iaoement Of sldewalli. FACE OF CURB SEE STANOJIRO PIAN FJ6.10 p FACE OF GURB fE` DEPRESSED CURB a GUTTER 6 The Bid Iter -Cement Concrete Curb Ram DEPRESSED CURB 8 DOTTER p Type _' does not include oCRO68MLK CROSSWALK the adjacent Curb, Curb and Outlier, Depressed Curb and Gutter, Pedestrian a Curb, or Sidewalks. - 7. The Curb Ramp maximun running slope shall not require the ramp length w PLAN NIYM DETECTABLE WARNING 5URFAGE- PLAN NE'Y4 to exceed 15 feet to avoid chasing the slope indefinitely when connecting TYPE PARALL N A S"4!-IrMK F-.06.10 TYPE PARALLEL B to steep grades- VAMen applying the 15 -foot max. length, the running slope m of the curt ramp shall be as flat as feasible.NS GRADE BREAK S Curb Ramp, Landing, Rna Flares shall recalve broom finlsh. See Standard SpecficationsS-14. C011ITER^ TOP OF 9 Pedestrrarl Cu rb may be omitted if the ground surface al the back of the ROAOVSLY Curb Ramp andlor Landing will be at the same elevali n as the Curb Ramp or Landing and therewill be no material to retain -CEMENT CONCRETE PEDESTRIAN G DEPRESSED CURB IL GUTTER •- CURB - SEE NOTE B y SEE STARDAFW PLAN F-1%13 AND NOTE 9 SECTION 16.0- MAX 4-0'MIN. SEE NOTE T $EE GONTWIGT RNJE LEGEND SIDEVIfALK 3lAPE IN EI THEA DIREC TION 19 - C' MAX. _ C -a" Ifi 15' - e" MAX- GRACE BREAK GRADE BREAK SEE NOTE 7 CONTRACT PLANS SEE NUTS 7 8.396 MAX- �� 2.0% MAX. SIDEv10Al1C GRADE BREAK( GRADE BREAK( 2-0% MAX- ` a -CURB RAMP LANDING SEE OTE 9N CURB - 1. 1,TR f &d JOI Egill 37y" J(PAN910f4 f4T [TPP.} - BF 7dSg! S `a CURB LA RAMP LANDING CURS RAMP SEE STANDARD PN F-30.10 3W EXPANSION JOINT MR) - SECTION f C V y � yy .e 18kI f � 9a3 SEE STANDARD PLAN P -a.10 LJ e e p SECTIONTEME P TYPE PARALLEL eN PAYLIL1MFF-SEE NOTEJYAL 'CEMENT PARALL CONCRETE CURB RAMP TYPE r __ Jy� PARALLEL A' PAY LIMIT - SEE NOTE 8 � / �- JJ /�}� �,� J p AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E° 1/12/2018." 1 CITY COMMENTS, REVIEW 1 MAJ 03.22.16 MAJ SURVEYED: SCALE: `is AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 111 DESIGNED: MAJ 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP ONE INCH war r�r I�N'TI Y� 5 MYLARS 111 12.06.16 111 CHECKED: MAJ AT FULL SCALE IF NOT ONE INCH 6 DRAFT AS-BUILTS MAJ 01,04,1$ 111 APPROVED: I MAJ SCALE ACCORDINGLY N0. REVISION BY I DATE I APPA ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT C TY 0E RENTON Planning/Building/Public Works Dept ISOMETRIC VIEW TYPE PARALLEL D PAY LIMIT NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 5 HEET 1 OF 1 SHEET A -PROVED " P06LICATIGN Pasco 8akoticF) NV 6IM3 wahir�yv" Nva. o...m..u.r Tiwn,ertvhbn RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 FIELDBOOK: ROAD AND GRADING PLAN PAGE: DRAWING NO: C10 U15007217 / U15007232 SHEET 10 �P 33 DRS PROJECT NO. 12102 R-389760