No preview available
HomeMy WebLinkAboutTED4003775.23A PORTION OF THE NW 1 /4 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, •l C m Q J L� (A ����) NOTES A SEE CONTRACT PLANS �I SEE CONTRACT PLANS - 1. Provide a separate curb ramp for each marked or unmarked crosswalk. - 4' - 0" MIN ► - 4'- 0" MIN PEDESTRIAN CURB Curb ramp location shall be placed within the width of the associated 3/B" EXPANSION JOINT (TYP.) PEDESTRIAN CURB 3/8" EXPANSION JOINT (TYP.) - SEE NOTE 4 Crosswalk, or as shown in the Contract Plans. - SEE STD. PLAN F-J0.10 LANDING - SEE NOTE 4 - SEE STANDARD PLAN F-30.10 LANDING 2. Where "GRADE BREAK" is called out, the entire length of the grade SIDEWALK break between the two adjacent surface planes shall be flush. -- I \' _ B Y 3. Do not lace gratings, unction boxes, access covers, or other a CURB AND GUTTER c . �- SIDEWALK Z -� nances in front of thre curb ramp or on any part of the curb ramporlanding. urte- 3 R SEE CONTRACT PLANS CURB &GUTTER4. See Contract Plans for the curb design ifed. See Standard Plan = - F-10.12 for Curb, Curb and Gutter, and Pedestrian Curb Details. - 4'- 0' MIN (TYP) - CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE CURB RAMP DETECTABLE WARNING SURFACE SEE CONTRACT PLANS hill-- SEE STANDARD PLAN F46.10 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. FACE OF CURB - - SEE STANDARD PLAN F-45.10 - 4'- 0" MIN. See Contract Plans for width and placement of sidewalk. DEPRESSED CURB & GUTTER FACE OF CURB DEPRESSED CURB & GUTTER CROSSWALK CROSSWALK 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include othe adacent Curb, Curb and Gutter, Pedestrian Curb or Sidewalks. J z 7. The curb ramp maximum running slope shall not require the ramp length LL TYPE VIEW DETECTABLE WARNING SURFACE GRADE PLAN VIEW exceed 15 feet to avoid chasing the slope indefinitely when connecting E PARALLEL A - SEE STANDARD PLAN F45.10 BREAK TYPE PARALLEL B to steep m COUNTER SLOPE of the curb sshhaalll be as flat as feasabthe 15 lemax. length, the running slope SEE CONTRACT PLANS _ 5.0% MAX. 4' GRADE 8. Curb ramp, landing, & flares shall receive broom finish. See Standard VARIES a BREAK Spociflcations 8-14. 12.0% MAXTOP OF ROADWAY LEGEND - SLOPE IN EITHER DIRECTION CEMENT CONCRETE LANDING DEPRESSED PEDESTRIAN CURB CURB & GUTTER - SEE STANDARD PLAN F-10.12 - SECTION SEE NOTE 6 & 4 A 16 - 0" MAX. - SEE CONTRACT PLANS 15 - 0" MAX. - 15' - 0" MAX - SEE CONTRACT PLANS SEE NOTE 7 - 4 - 0" MIN SEE NOTE 7 SEE NOTE 7 - 4 - 0" MIN SIDEWALK - GRADE BREAK - SIDEWALK GRADE BREAK - GRADE BREAK 'a a GRADE BREAK a 8.3% MAX 8.3% MAX. ` 8.3% MAX. a 2.0% MAX. _ 2.0% MAX. ' - II CURB RAMP CURB RAMP �\ LANDING CURB RAMP PEDESTRIAN CURB / Q YS , 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F•10.12 �R�� � fl - SEE STANDARD PLAN F-]0.10 3/8" EXPANSION JOINT (TYP_) - SEE STANDARD PLAN F-30.10 e SECTION �B SECTION �81 C �' �O,P ,�+p 38298 �O �%:� "CEMENT CONCRETE CURB RAMP TYPE LDS A I S T BR "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 8 91 PARALLEL A" PAY LIMIT - SEE NOTE 6 \ i pp PARALLEL CURB RAMP STANDARD PLAN P-40.12-01 - SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch 111 0043-10 STATE DESIGN ENGINEER DATE ISOMETRICVIEW ISOMETRIC VIEW wmhino on stale DeWI maafTraraporkolon TYPE PARALLEL A PAY LIMIT TYPE PARALLELS PAY LIMIT NOTES 1. This plan is to be used where pedestrian crossing in one direction is not BUFFER permitted MATCH SIDEWALK STRIP WIDTH - 4' 0" MIN. 1 SEE CONTRACT PLANS 2. Curb ramp location shall be placed within the width of the associated MATCH SIDEWALK PEDESTRIAN CURB crosswalk, or as shown in the Contract Plans. WIDTH - 4' 0" MIN. - SEE NOTE 5 CURB RAMP SEE CONTRACT PLANS - PEDESTRIAN CURB MATCH SIDEWALK SEE NOTES PEDESTRIAN CURB 3. Where "GRADE BREAK" is called out, the entire length V SEE NOTE 5 of the grade break g SEE NOTE 5 WIDTH - 4' 0" MIN between the two adjacent surface planes shall be flush. 3/8" EXPANSION JOINT SEE CONTRACT PLANS ? (TYP,) - SEE STANDARD LANDING PLAN F-�0.10 - I � 4. Do not place gratings, junction boxes, access covers or other appurtan- 3/8" EXPANSION JOINT - SEE ences in front of the curb ram or on an part of the curb ram or land) S 0. MIN p y p SIDEWALK � - - - 3" R STANDARD PLAN F-10.10 °� LANDING SEE NOTE s j , - �2- 5. See the Contract Documents for the curb design specified. 41- j; 5' - c" MIN. Y See Standard Plan F-10.12 for Curb, Curb and Gutter, and 3" R zl a Pedestrian Curb details. rr ai 5 - 0" MIN 3" R 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. a' o r <i SIDEWALK X 'C �i tr See contract plans for width and placement of sidewalk. --- c� SEE NOTE 6 � � � a 1 a 7. The bid item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE l DETECTABLE WARNING SURFACE BUFFER 1 DETECTABLE WARNING SURFACE adjacent Curb or (Curb and Gutter), Pedestrian Curb or Sidewalk, or the CONTRACT PLANS 1 SEE STANDARD PLAN F46.10 STRIP SEE STANDARD PLAN F-45.10 pedestrian crossing closure sign. _ CURB & GUTTER CURB & GUTTER 8. The curb ramp maximum running slope shall not require the ramp length to SEE NOTE 5 SEE NOTE 5 exceed 15 feet to avoid chasing the slope indefinitely when connecting PEDESTRIAN CROSSING PEDESTRIAN CROSSING CURB RAMP to steepgrades. When I the 15 foot maximum length, g CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF SEE NOTES g applying gth, the rennin FACE OF CURB slope of the curb ramp shall be as flat as feasible. cuRe PLAN VIEW PLAN VIEW 9. Curb ramps and landings o See Standard S fcationsl8-14receive broom finish. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B Pac z X � DETECTABLE WARNING m 1 DETECTABLE WARNING SURFACE CORNSURFACE -SEE ER 1 g - 0- MAX - SEE STANDARD PLAN F-45.10 15' - 0" MAX 16 - 0" MAX • • • :: :. STD. PLAN F 46.10 - - -� PEDESTRIAN CURB SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 COUNTER SLOPE GRADE ...... DEPRESSED CURB AND o GRADE BREAK GRADE 5.0% MAX. BREAK - GRADE r GUTTER - SEE NOTE 5 - GRADE BREAK BREAK + _ GRADE BREAK go- ANGLE SIDEWALK SIDEWALK SIDEWALK BREAK SEE NOTE 6 SEE NOTE 6 RADIUS MAY SEE NOTE 8 8.3% MAX 2.0% MAX TOP OF &3% MAX 2.0% MAX. 8.3% MAX.' VARY --� ROADWAY - 'v a DEPRESSED d CURB RAMP - LANDING - CURB & GUTTER CURB RAMP LANDING CURB RAMP 10 - SEE NOTE 5 DETAIL 1 1 ,' �J LEGEND SECTION A SECTION O SLOPE IN EITHER DIRECTION j 4 9 CEMENT CONCRETE CURB RAMP --1 38298��0 CEMENT CONCRETE CURB RAMP E , qF( 1 STB 1 ~' �t>31 TYPE SINGLE DIRECTION A" PAY LIMIT TYPE SINGLE DIRECTION B" PAY LIMIT SEE NOTE 7 SEE NOTE 7 1• � '� SINGLE DIRECTION CURB RAMP _ -_- STANDARD PLAN F-40.16-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ISOMETRIC VIEW ISOMETRIC VIEW Pasco Bakoldch 111 0"340 STATE DESIGN ENGINEER DATE TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B PAY LIMIT PAY LIMIT sit. T Cal 2 Working Days Before You Dig 811 Unties Underground Location Center (iD,MT,ND,OR,WA) - - - :E CURB RAMP #12 N 3 DETECTABLE WARNING SURFACE (TYP.) K I I 1 CURB RAMP #13 I - 4" RAISED WALKWAY tl I I I M CURB RAMPS #12 AND #13 DETAIL T-J "ice' CURB RAMP #8 10 EI I 1 1 I I I I I DETECTABLE WARNING SURFACE I 1 I 1 I I I I CURB RAMP #9 u7 10' D 10' 2 pL J A=89'56'02" R=18.00' 10 L=28.25' I I I I I I I 4" RAISED WALKWAY I I I I I I I I I I A=39'17'51" 1© R=15.00' L=10.29' Lri SEE PEDESTRIAN WALKWAY PAVEMENT DETAIL ON SHEET DT-01 4" RAISED URB RAMP #10 WARNING PATTERN i J DETECTABLE I WARNING PATTERN I I i I \ t n. SCALE: 1" = 10' RAMP #12 SPOT ELEVATION CHART POINT ELEVATION A 388.59 B 388.50 C 388.30 D 388.43 E 388.08 F 388.00 n SCALE: 1 " = 10' CURB RAMPS #8, #9, #10 & #11 DETAIL R-3 775Z3 RAMP #13 SPOT ELEVATION CHART POINT ELEVATION G 388.43 H 388.00 1 388.42 1 388.58 K 388.09 L 388.50 RAMP #8 SPOT ELEVATION CHART POINT ELEVATION A 388.560 F/L* B 388.69 D F/L* C 388.63 D 388.71 E 388.55 F 388.67 RAMP #9 SPOT ELEVATION CHART POINT ELEVATION G 388.57 0 F/L* H 388.68 ® F/L* 389.18 389.06 K 388.56 L 388.69 RAMP #10 SPOT ELEVATION CHART POINT ELEVATION M 389.17 D F/L* N 388.64 ® F/L* 0 389.26 P 389.19 Q 388.67 R 389.15 RAMP #11 SPOT ELEVATION CHAR POINT ELEVATION S 390.22 D F/L* T 390.48 D F/L* U 390.30 V 390.41 W 389.70 X 390.01 CHECKED FOR COMPLIANCE TO CITY STANDARDS I12•ZV14, G• BAR ®•' • 0 FIRST SUBMrTTAL MM 7/11/1 SURVEYED: SCALe, CONSULTING ENGINEERS LLC Cfr "wf fin• 33400 8th Avenue South ( ® I I I ��"l' S BWTT • • HORIZONTAL: NAD 1983/199? ,► Suite 205 �• t7 / Oy • 1 � �a�w11 Iu. � � 1 DESIGNED: � s � O �- C T Y OF V�/ H I T M A N COURT FIB ���� ��� Federal Way, WA 98003 �• FF.T1ERAl WAY (233) ASD 113 2 THOM S( '�AL ESM 10/29/1 LAN www.esmcivii.com Evmm (425) 297-9900-6R E �1 T 0 DRAWN: � PAGE: ELLENSBURG (509) 962-25DO 3 FiN01iL SUBMITTAL E' M 11/20/1 CA CURB RAMP DETAILS DRAWING N0: Civil Engineering Land Surveying Lond Planning 40111 •� • ONE INCH DATUM Public Works ( Project Management Landscape Architecture •; ` Q 4 MYLAR SUBwNTTAL ESM 12/01/141 CHECKED - � PERMIT #U14003820 RD-08 AT FULL SCALE C�Sc - Planning/Building/Public Works Dept. �••'•••• IF NOT ONE INCH 4 SHEET: 230 3 0F:40 ESM JOB #1799-001-013 /OVAL r ,/�q N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY z M o J3 I r n IT 0 O 37 21 T1 Jy Do D o N m D C C Go 7 Z D o � D Z