Loading...
HomeMy WebLinkAboutR-4089229 9 9 V L/ 0 z 0 0 0. FACE OF CURB 8 12' 512- !_1. 112" R. 1' R. 1:24 1 1 TOP OF l0 112" R. ROADWAY t� 1 � t V-6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12 FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12"R. ROADWAY 1 iO 1 1 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" 6• CEMENT CONCRETE 1R" R - 1"R. SIDEWALK RAMP VARIES OR LANDING FROM ; 6"T00 1 6" r 318'PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _612-- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1• 12'R. ROADWAY 2" r 1 To 1 1 - 6" - t DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB y • • GUTTER SURFACE •may . •r • ••� f Ap ,► s ' PREMOLDED • JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6 1/2 _ 512• V 12' R. _ _ VEIL 1 1 TOP OF ROADWAY t 81/4" _ CEMENT CONCRETE TRAFFIC CURB �----- DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKSSTD. CONCRETE CURBS DEPARTMENT Nh pFFERE BID. Fcums 13E1EVAALK RAIAft, E 'All. VMf,311L!l NOTE T,_ __ �LIP1 13EE NOK A --'- (SEE NOTE I DRATWAY 1ilEouweo ss EAPANSaN AOM(rYP4 CE 1sEEsi rwllEat to sc � 1 � fEE NOEE s .- Eta rnETE nrlul( u -" SEE NOIE I CELlM C011CRETE RW.•W1M LAN IV B CURE SOumot JJJ SLOPE ITYP I :SEE NOTE TI sa• cu'WCTION JOINT (TY► I IEEE STOPLAN IM PLAN VIEW vAR[a !- 1• /i8i 14 ^ S s% LOA $EE NOR E OPIPI I rMN ram ESEN CT CONCRETE !• Aw ossimSEa cum a a "M E�,�yRYP I ove 1101E R \ - SECTION (R 1 KE!! ETo. PLAN ML 1a Rmrl vAo1N r t w ��+• r1_ tlrt AIM TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CE1iM CONCRETE CUM • OUTTM (SM 1001131 IL + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPE RIB -- FN'T For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 PPR06YED t 1 Gregg 71mmermai, Pubkc Works Administrator SEE NUM2 /S•R X 5/WO DUMMY JOINT SEE NOTE2 2 _ 0' ie I'1,14 3/9- PREMOLOED JOINT FILLER (TYP) CONCRETIE _J CU SAMIDOUTTER PLAN VIEW CIENTERLINEOF FACEOF FRAME lIOW1TH 61 2" 13• - MATCH FRAMEAND ORATE - NOT INCLUDED 1/2" R. 1• R ROADWAY IN CURB AND GVITERI11OITEM SLOPE ' 3 iO TOP OF • I t" R. .I 11QOE'68 ROADWAY u.'•,• T•-•••' AWUSTMENTSECttON-NOTINCLUDIED ►• o' INCURBANDOUrOMEDIIEM CATCH &LBIN -NOT WOLUDED a .', IN CURS AND OUrTER BIDITEM SECTION O GENERAL NOTES: 1. The intent of this design Is to facllhato the removal = of a catch basin with minimal disturbance of the curb. 2. The ex anslon joInts of the adjacent sldewalk shall be adjusted to be In Ilne with these curb expansion joints. ISO!4E41C VIEW I' �_1�/ CEMENT CONCRETE CURB SM. PLAN - 101.1 PUBLIC i90RKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS DA A CURB RAMP WIDTH 4'- 0" MIN. LAND TC MATCH CURB RAMP WIDTH - SEE CONTR T PLANS / LANDING I / GRADE BREAK LANDING / CURB RAMP GRADE BREAK SEE CON CT PLANS - CEMENT CONCRETE SEE CONTR T PLANS - 4'- 0" SIDEWALK - SEE NOTE 5 O" MIN I / PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 / (TYP,) SEE CONTRACT PLANS - \ 4'-0"MIN Y FLARE (TYP) 3/8" EXPANSION JOINT (TYP) -SEE 3/8" EXPANSION I - CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP) - SEE I t -" u, STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - yS. * SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - -/ / __ _ - CURB, OR CURB SEE NOTE 4 / - - I - AND GUTTER - 11 DETECTA WARNING SURFACE - SEE NOTE 4 B FACE OF CURB SEE STAND D PLAN F-45.10 -/ FACE OF CURB MEAS D PARALLEL J DEPRESSED CURB AND UTTER - TO CURB (TYP) CROSSWALK SEE NOTE 4 J w 0 z UJ w LL ED m a L \ 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE RAISED EDGE DETAIL sloEwauc LEVEL 1R' EXTEND SIDEWALK TRANSVERSE 7'-D' 1'.o' 3/3-(IN) PREMOLDED JOINT FILLER 12- ON) R. JOINTS TO INCLUDE RAISED EDGE TVPICAI WHERE APPLICABLE ROU DING 2J-_o% 1 12' (IN) R. (TYP.) FOR CURB DETAILS •► ••• + I LA SEE STD PLAN 101 8P • �p\,1 .w ,ti..r , ,EXISTING ROADWAY 1'(IN)R L'' r.•:•. S,L0101' _ /CRUSHED ROCK BAS SEE RAISED EDGE 1' • 0' SIDEWALK DETAIL - THIS SHE LTYPICAL UNDER •• CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT MIN SIDEWALK OMPACT TO 95% MODIFIED PROCTOR ��Es] WITH RAISED EDGE (UNLESS REQUIREMENT L UN WANED U `/ ENGINEER) TYPICAL UNDER ALL CURB, 12- (IN) R. (TYP.) GUTTER 8 SIDEWALK. CSTC UNDER � 20% t „ FOR CURB DETAILS CURB 8 GUTTER TO BE 6 TMICIWESS OR 1.5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK �q 01 ,;r-,K , BASE. WHICHEVER IS GREATER (TYP. FOR ° f�t • •• • •• !•7 ALL CURB a GUTTER) FINISHED GRADE V (IN) BELOW SIDEWALK t TOP OF CONCRETE SURFACE ADJACENT TO CURB 1' D• 1' 7 MIN RW DING 12' (IN) R (TYP.) FOR CURB DETAILS 2.0% t 'a 1.5% SEE STD PLAN 101 sg "A { BRIDGE OR PEDESTRVW_rfLri►� RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS -LVALL OR BARRIER 12- (IN) R. (TYP-) / FLUSH / I SIDEWALK 15% _ VERTICAL WAIL. - • • , . SEE D 3W (IN)PREMOIDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PREMOLDED JOINT FILLER SIDE BUFFER STRIP TREATMENT s10EwAUK SIDEWALK ADJACENT 70 WALL DETAIL bt:t:UIMLK (SEE NOTE 10) SIDEWALK SECTIONS 12'(IN)R- 1 FOR CURB OETAILS SEE STD PLAN lot � \ •S�. R FINISH OMATCH � • ��-� � OR MATCH EXISTING ° - 4'WDE shoo 7 ot TROWELED PERIMETER FINISNED GRADE 1' ON) BELO'M TOP OF CONCRETE SURFACE FOR PLANTING- FLUSH IFPAVED O, Q� �� 10•' §'' © �\ CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS SEE STD PLAN 101 / 5 • © z 7rE' TO 114- NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian CONTRACTION JOINT . • • IN SIDEWALK ONLY ►1 accessible route tPARI bee of vertk al ► •� .?Pro ' and horizontal obstructions. Gratings, ►' ' ; Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BIDTH P CURB AND SIDEWALK (SEE S Cable Vaults, Pull Boxes and other STD PLAN [Ot.t ) appurtenances within the sklewalk s�o 3W C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL �'. •: 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see • •� ' •' _ R °; construction. When replacement work STD PLAN 104.2. -Jt necessitates a Monolithic Cement PREMOLDE y Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must Comply With E FULL DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT • PUBLIc woRKs CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT I'I(I" !;P SIDEWALK t' 1c , / 1 A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. MIN SEE CONTRACT PLANS - 4'- D" MIN 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and * BUFFER WIDTH -MATCH Pedestrian Curb details. I TO CURB RAMP DEPTH ° (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian m Curb, or Sidewalks. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - SEE NOTE 4 the running slope Of the Curb Ramp IS allowed t0 exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE _ the landing Over a horizontal distance Of 15 feet. DO not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. L9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 - SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15' - 0" MAX. (TYP) - GRADE BREAK * 15 OR FLATTER FOR DESIGN/FORMWORK (2RECOMMENDED u SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - * * o 7DESIGN/FORMWORK5%OLATTE RECOMMENDED FOR SEE STANDARD PLAN F-30.10 GRADE BREAKu 5.0% MAX- * *=a TOP OF ROADWAY * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) _ LANDING CURB RAMP - 0 v I a. . DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA r:F1I r.()Nr'.RFTF r:l IRR RAMP "TYPE rFMFIJT r 0f1Ir:RFTF r:l IRR RAMP "TYPE GtmtN I GVNGKt It PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - %� Z- SEE STANDARD PLAN F-45.10 1 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O J` pGn�3nC�I�nC�7 G�3G�C�D��/� LP�7 L n V �IIV ��fIV���011V 1�J9 0 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR®GMAIL.COM Rej ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT REVISION ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT ti 'J4 WAsyj 28680 ^c, CI STE�� \� ss/ONAI, / c I ier• scolt Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C'arpenme.lell' �L/ECKtOi. � Jun 29 2016 2:28 PM _- STATE DESIGN ENGINEER 170 Washington State Department of Transportation SW E 80 1 "=30' HaFMINIAL.' NAD IM/119Y1 CITY OF INCHRENTON I ONE DATUM e AT FULL SOLE ELEV-185.20 Planning/Building/Public Works Dept. F NOT am INCH SCALE ACCORONOLY n' LAIAI _... _..__ EXISTING ASPHF PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class 8) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3• THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL Z jw[O A T E NON 0 DEVELOPMENT ENGINEERING f� jchavez 07/20/2020 701 I� a DATE- O O DEWELOO P M� EHT SHOn r PLOY s/2o2o 1625 25 HIE Mh 1`11LOSOM, BOOK PMB l rrom, %V I0 AGE C� C-22 DEALS a rrt 22 22