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Home My WebLink AboutR-37624022' PRIVATE ACCESS EASEMENT 20' 1' PAVEMENT 10' 10' ' 1 2= MAX. I I � 2.09: -2.0% 2:1 MAX. 6" CRUSHED SURFACING 5' (NP.) 5' ao gyp BASE COURSE 3" COMPACTED DEPTH ATB -0 2" COMPACTED DEPTH HMA 112"0 S.D. -/;) 8"0 S.S.-y0 SHARED ACCESS EASEMENT %/rDTIrrA1 nD Dnl i C n r%1 IDD R/W 26' PAVEMENT S/W 8' PLANTER 6' PARKING 10' � 10' 0.5' 0.5' 1' SIIMICUT 2:1MAX. � 2.0X 2.0X _ CEMENT CONCRETE 5, � 8, VERTICAL CURB AND GUTTER P. TYP. - 12"0 S.D� m 6" CRUSHED SURFACING BASE COURSE 0.0-800 S.S. 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA RESIDENTIAL ACCESS - 120TH AVE. S.E. SCALE: 1'=s' GENERAL NOTES L VI V VIII I.P %J%JA I V VERTICAL CURB MAILBOX SIDEWALK TRANSITION DETAIL NOT TO SCALE _I 1'-4" _I 2'-7" MAX. _I MIN. 5'-0" CLEAR WIDTH _I ZF 3' MIN. COVER "0 WATER 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MAINiJAL (KCSWDIM) AND THE CONDITIONS OF PREUM04MY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDM�iG TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEINER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPUCANT'S/CONTRACTOR'S RESPONNSIBIL.ITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIII EMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WRI♦Mr A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B15.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOMIED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVKX G ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAIGGER FOR EACH LAME OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. d12 worlft Dep 94ft►* You Dip 811 aWrrMatwN MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT. 6� 3/8" X FULL DEPTH EXPANSION JOINT SIDEWALK R• o. •. . - ' - • SEE NOTE NO.2 �W TES: SEE SEC. 5.04. KCRS. INSTALLATION OF N.D.C.B.U. INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY THE U.S. POSTAL SERVICE. ►NCHOR BOLT PATTERN 'ER N.D.C.B.U. PEDESTAL EMPLATE. SEE NOTE N0.2 NOTE: 1-6' � SEE K.C.R.S. DWG N0. 5-010 REFLECTMIG CURB DETAIL FOR FIKMr v!w MNLBOX LOGTIONS NEIGHBORHOOD MAILBOX UNIT NOT TO SCALE R/W 5' S/W 2• • A11e V .... CONSULTING ENGINEERS LLC �• 7 AS -BUILT SI,i1s 205 10 Sayer+ 0 10 1 w I Federal Way, WA 9000.3 . �wII� gra =811"113 EYNNEff 257 -GM munl� (NO M-21111111 CMI Enonest " I LA" S"""''*'' ( UNW F40w*p got t, pubde ,Morias I, mm- go -8 -1 LWN11006" ArdhibWlimm C� ESM JOB #1670-003-013 'L'� t f14 No. 0' DI AUTE D CEMENT CONCRETE VERTICAL CURB AND GUTTER REVISION DRIVEWAY 5'-0" 6'-0" 1/2" R (TYP.) DEPRESSED `O CURB & GUTTER (SEE NOTE 3) (BY OTHERS) 2% 10 D- ° • • ° r• ,0 r D •e . . D , D 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES VARIES VARIES 14' MIN. z D zmm 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) z m m m VARIES 6" to 0 BUFFER STRIP (TYP.) 1 toD 5 D D m SECTION O 47' LIMITED RESIDENTIAL ACCESS 20' DA\ /C1,IC&IT Q' DI AUTCQ 5' (TYP.) 6" CRUSHED SURFACING J I Ll 2"0 S.D. BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA LIMITED RESIDENTIAL ACCESS - ROAD A SCALE: 1 "=6' ESM 01/05/16 SURVEYED: DESIGNED: LGB DRAWN: CJR CHECKED: BY DATE APP R I APPS: SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE ITCH SCALE AOOORD111116LY CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 5 OF 6 ADOPTED CITY OF RENTON STANDARD PLANS *t LST DATE: 04/04 DWG. NAME: F004-4 SP PAGE: F004.4 R/W 5' S/W 2.07 12: A,x R/W l� 5 S 2:1 A#AX• 2.0, 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS A SCORE LINES TO BE RADIAL AW TO CURB AND GUTTER i •' too'.W + 1/2-X4" EXPANSION MATERIAL 1/4-R AT JOINTS SCORE LINES e s "W" -WIDTH OF SIDEWALK - ------ 1/2"X5" EXPANSION MATERIAL CURB RETURN 1 /4"/FT. SLOPE ONLY 1/2"R 1 /4"/FT. SLOPE 7 1/2-R 4" 1/2"R PAVEMENT AS PER PLANS 4" 1 r PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY--// ARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A -A SECTION B -B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS A JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2-X4- EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 112" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). 47' LIMITED RESIDENTIAL ACCESS TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PLANS N LST DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 20' PAVEMENT /W 8' PLANTER 10' � 10' 11 8' PLANTER i 0.5' I 0.5' 3' MIN. � 9► COVER 2.0%_' 0% 5� f 5' (7YP.) CEMENT CONCRETE VERTICAL CURB irm D GUTTER "* MIW.M. 6" CRUSHED SURFACING :12900 S.D. BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA FROM STA. 12+97.50 TO STA. 13+83.00 LIMITED RESIDENTIAL ACCESS - ROAD A All SCALE: 1 "=6' R/W 5' S/W 2.OX _ ;1 444X. CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD DRAWINGI HORQOMfAL: NAD 1963/1991 CITY OF RY L E E' S P LAC E RENTON ROAD CROSS SECTIONS & DETAILS DATUM Planning/Building/Public Works Dept. A�3 : R 37(Zya DATE. 01/05/201 FR I.DNOOK: PAGE: DiAMwNiG NO: DT -0 1 SHEET: OF: 15 22 dft i i • z D zmm c < z m m m id c m 1 t� 5 W00m m m 00 00 N I O m n 8 00 00 0 0 id yrcn 1 t� W00m 00 N 00 00 N m