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Home My WebLink AboutR-397715WATER DISTRICT 90 DRIVEWAY DETAIL 7V1 " =10' PP4 GRADE POINT GRADE POINT --Y211 R (TYP) x T. -CEMENT CONIC PER STD SPEC FOR CURBS -ASPHALT -CURB DOWEL COMPACTED SUBGRADE OR TYPE 2 MNRL AGG OVER COMPACTED 3uoum/AUL V_ COMPACTED SUBGRADE "H" SHALL BE 6" FROM FINISHED ROADWAY GRADE OR TYPE 2 MNRL AGOVER COMPACTED �7 UNLESS OTHERWISE SHOWN ON DRAWINGS SUBGRADE GUTTER SHALL BE SLOPED THE SAME AS ADJACENT PAVEMENT OR 2" MIN. WHICHEVER IS GREATER. TYPE 410C CURB DETAIL NO SCALE TYP SPECIAL RECORD DRAWING NOTE: SIDEWALK AND CURB RAMP POINT LOCATIONS AND ELEVATIONS SHOWN ON THIS SHEET WERE ADJUSTED DURING CONSTRUCTION AND DO NOT REPRESENT THE EXACT BUILT CONDITION. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEi 1/3/14 BY: ECS lokZ4 k4�0 I CEMENT CONC TRAFFIC ISLAND CURB 902 1'R 904 A........ 07, 9 901 R .......... ....... ....... 908 any 906 1.1 4TH ST NE ISLAND O -- DETAIL 111=100 Ppi Y211 R (TYP) -CEMENT CONIC PER STD $9 1219 - ----- BOTTOM OF SPEC FOR CURBS 1-6 1 - VERTICAL CUT -COLD JOINT 5 1//\2; R JOINT (10' O.C.) -CURB DOWEL 04 04 V 04 4 8" \ - MATCH EX BAR TYP- PROVIDE AT 1 0 EACH SIDE OF VERTICAL CUT JOI AND AT 4' 0. C. IN BETWE C ENT CONC TRAFFIC ISLAND CURB or DETAIL NO SCALE Ppi POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 900 4+75.51 5.45 RT CURB 901 4+89.32 3.52 RT CURB 902 5+01.19 2.77 LT CURB 903 5+04.47 4.00 LT CURB 904 5+50.75 4.00 LT CURB 905 5+50.88 2.03 LT CURB 906 5+23.96 4.70 RT CURB 907 5+21.53 5.00 RT CURB 908 4+89.51 5.00 RT CURB 1 909 4+88.01 5.43 RT CURB 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 sm T. 253.604.6600 F. 253.604.6799 TIB# 8-1-102(033)-1 www.parametdx.com 2 (RECORD DRAWINGS 1 IADDENDUM NO. 2 m REVISION SURVEYED: DESIGNED: C. SCHOTT ECS 1/3/14 DRAWN: J. BETZVOG ECS 06/25 CHECKED: BY DATE APPRI APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N LEGEND: NOTES: PERVIOUS CEMENT CONC 0 CEMENT CONIC SIDEWALK. SEE LEGEND FOR <1 SIDEWALK TYPE. ............ 4 ........ ....... 4. - CEMENT CONIC CEMENT CONIC TRAFFIC CURB AND GUTTER . ......... ........... A-4 PAVEMENT/SIDEWALK PER WSDOT STD PLAN F-10.12-02 .................. .............. * ........... .......................... ..................... HMA CL Y2" PC 64 22 CEMENT CONIC PEDESTRIAN CURB PER .......................... .......... ............. PAVEMENT WSDOT STD PLAN F-10.12-02 LANDSCAPE AREA -SEE 4 CEMENT CONCRETE TYPE 410C CURB, PLANTING PLANS SEE CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-02 ODECORATIVE CEMENT CONCRETE PAVEMENT TYPE C PRECAST TRAFFIC CURB OCEMENT CONIC CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12-01 OCEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 10 CEMENT CONIC CURB RAMP TYPE COMBINATION PER WSDOT STD PLAN F-40.14-01 GENERAL NOTES: 1. ALL CALLOUTS ARE TO THE FLOWLINE. 2. ALL SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 3. SPOT ELEVATIONS AND DIMENSIONS SHOWN ON THIS SHEET ARE PROVIDED TO AID THE CONTRACTOR WITH INITIAL LAYOUT OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL FIELD VERIFY FORMS PRIOR TO PLACEMENT OF CONCRETE AND AS OTHERWISE NECESSARY TO CONFIRM THAT THE FINISHED PRODUCTS MEET THE REQUIREMENTS OF THE APPLICABLE REFERENCED STANDARD PLAN(S). POINT NUMBER STATION OFFSET ELEVATION DESCRIPTION 800 107+30.07 107.52 LT MATCH EX FOW 801 107+30.23 33.96 LT MATCH EX CURB 802 107+44.88 33.89 LT MATCH EX CURB PT 803 107+47.60 29.65 LT MATCH EX CURB PCC 804 107+29.63 13.50 LT 394.38 RAMP 805 107+20.26 12.00 LT 394.36 CURB PC 806 107+19.63 12.00 LT 394.35 RAMP 807 107+17.45 12.00 LT 394.33 CURB 6- REVEAL (N), 2- REVEAL (S) 808 107+15.32 18.70 LT MATCH EX CURB 809 107+01.65 18.70 LT MATCH EX CURB 810 107+15.53 62.13 LT MATCH EX END CURB 811 107+05.06 69.65 LT MATCH EX CURB 812 107+20.07 107.56 LT MATCH EX BOW 813 107+29.67 19.03 LT 394.47 FOW, BEGIN CURB 814 107+19.67 19.08 LT 394.47 BOW, BEGIN CURB 815 106+99.40 12.00 LT 394.28 CURB 2" REVEAL (N), 6" REVEAL (S) 816 107+30.57 107.51 LT MATCH EX BEGIN CURB 817 107+30.00 91.79 LT 393.28 FOW 818 107+30.00 83.79 LT MATCH EX FOW 819 107+29.89 67.79 LT MATCH EX FOW 820 107+29.85 59.79 LT 393.63 FOW 821 107+19.85 59.84 LT 393.70 BOW 822 107+19.89 60.84 LT 393.20 BOW 823 107+20.00 83.84 LT 392.88 BOW 824 107+20.00 91.79 LT 393.12 BOW 25 107+29.70 29.03 LT 394.70 FOW 826 107+19.70_ 29.08 LT 394.70 BOW t 4 Alkd '4R CITY OF bbil - RENTON Planning/Building/Public Works Dept. Approved For Co-istruction Robert M. Hanson P.E. Date DAM NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12 PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK: PAGE: MISCELLANEOUS DETAILS - SHEET 2 MD2 SHEET. OF- 15 43 CAG12089