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HomeMy WebLinkAboutR-397709a SHELL c+'r A'rl O%kI STA 4+75.10 43.9' LT �'Allfewfill klf%ree- PROPOSED KCWD,,WATER LINE. Ix SEE WATER P S A - FO -- _ WALGREENS ROADWAY SECTION LIMITS_ SEE SECTION A RS1 410' CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 '--EXISTING GROUND AT CENTER LINE (TYP) PROPOSED GROUND AT CENTER LINE (TYP) PROPOSED GROUND AT LEFT FLOWLINE (TYP) WALGREENS (/ N l 7- 0 0 -0 AS -BUILT SURVEY NOTES: PROFILE AS -BUILDS BY WHITE SHIELD, INC. HORIZ: 1 "=20' 23412 68TH AVE. SOUTH VERT: 1 "=5' KENT, WA 98032 REVISE 253-867-6070 OFFICE CONST 253-867-6075 FAX CHARLES E. PORTER, PLS 30937 DATE'_ LAST DATE IN FIELD MAY 24, 2013 - ROADWAY SECTION LIMITS SEE SECTION RS1 SIDEWALK THICKENED EDGE VACANT 410' 400' 390' �1 CEMENT CONC DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-90.10-01, 8" THICK, SEE DRIVEWAY SCHEDULE O2 CEMENT CONC SIDEWALK. SEE LEGEND FOR TYPE O3 CEMENT CONC WSDOT STD PLAN TRAFFIC CURB AND GUTTER PER F-10.12-02 O4 CEMENT CONC PLAN F-10.12-02 PEDESTRIAN CURB PER WSDOT STD O5 CEMENT CONC F-10.12-02 TRAFFIC CURB PER WSDOT STD PAN 6 CEMENT CONC CURB RAMP O7 CEMENT CONC A PER WSDOT CURB RAMP TYPE SINGLE DIRECTION STD PLAN F-40.16-01 O8 CHAIN LINK FENCE TYPE 6 PER COR STD PLAN L002 O9 CHAIN LINK FENCE TYPE USPS - 8 FT HT 11 DOUBLE COATED CHAIN LINK GATE PER COR STANDARD PLAN L003 WITH MODIFICATIONS PER SPECIAL PROVISIONS, WIDTH OF OPENING AS NOTED ON PLAN 12 COATED CHAIN LINK FENCE TYPE 3-MOD - 8 FT HT RELOCATE EX AUTOMATIC GATE OPERATOR AND 13 CONTROL SYSTEM TO NEW 20' ROLLING GATE, SEE SPECIAL PROVISIIONS 14 SINGLE 6 FT CHAIN LINK GATE PER COR STD PLAN L003 15 SINGLE 4 FT CHAIN LINK GATE THROUGH EX FENCE SSERVICE CONNECTION, DIA AS NOTED ON PLAN 17 ADJUST CATCH BASIN 18 ADJUST MANHOLE 19 ADJUST VALVE BOX 20 LOCKING SOLID METAL COVER AND FRAME FOR CATCH BASIN 21 RESET EXISTING HYDRANT 22 CEMENT CONC TYPE 410C CURB, SEE e8 MD2 23 TEMPORARY FENCE 24 REVISE LANDSCAPE PLANTER TO CONC PAVEMENT 8" THICK AND PROVIDE SURFACE -MOUNT BOLLARD TO PROTECT NEW LIGHT POLE. LEGEND: PERVIOUS CEMENT CONC SIDEWALK CEMENT CONC PAVEMENT/SIDEWALK .............................�:...... .................................................. ................................................. HMA CL Y" PG 64-22 PAVEMENT ••••••••••• LANDSCAPE AREA -SEE PLANTING PLANS <XXXX> AS -BUILT INFO PROVIDED BY CONTRACTOR'S SURVEYOR, SEE AS -BUILT SURVEY NOTES. DRIVEWAY SCHEDULE THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND X STA 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 OFFSET I TYPE I WIDTH VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID 1 1 +87.7 LT 1 ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES 2 2+49.4 LT 1 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 3 3+15.9 LT 3 DRAWING HAVE BEEN IDENTIFIED. 4 1 4+94.5 1 LT 3 SURVEYED: SCALE: c VERTICAL• NAVD 7988 NE 3rd / 4th CORRIDOR IMPROVEMENTS AS SI-I®tA/pt HORIZONTAL- NAD 1983/7991 :� ` CTT�% ®� DESIGNED: 9Y1� K-,— C. CITV 1 3 RECORD DRAWINGS ECS 1 3 14 scHOTT"kREN,TON 2 REVISED PAVEMENT AND SIDEWALK LIMITS ECS 12 31 DRAWN: Ir J. BEiZVOG Planning/Building/Public 1019 39TH AVENUE SE, SUITE 100 ONE INCH DATUMWorksDept. PUYALLUP, WASHINGTON 98374 1 ADJUSTED FLOW LINE ELEVATIONS ECS 11 /20 CHECKED: AT FULL SCALE Approved For Construction T. 253.604.6600 F. 253.604.6799 IF NOT ONE INCH TIB # 8-1-102 033 1 vivmparametrix.com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY �— Robert M. Hanson P.E. Date PHASE 1 INTERSECTION IMPROVEMENTS 34' 34' 30' 33' 12/31/12 U7.16:1 PLAN AND PROFILE PP 1 NE 4TH ST - STA 1+00 TO STA 6+50 SHE: 09 OlF*43 ICIA11511808c-