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SEE LEGEND FOR TYPE O3 CEMENT CONC TRAFFIC CURB AND GOITER PER WSDOT STD PLAN F-10.12-02 O4 CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02 5O CEMENT CONC TRAFFIC CURB PER WSDOT STD PAN F-10.12-02 6O CEMENT CONC CURB RAMP O7 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16-01 O8 CHAIN LINK FENCE TYPE 6 PER COR STD PLAN L002 0CHAIN LINK FENCE TYPE USPS - 8 FT HT 0 11 DOUBLE COATED CHAIN LINK GATE PER CORD 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 13 RELOCATE EX AUTOMATIC GATE OPERATOR AND CONTROL SYSTEM TO NEW 20' ROLLING GATE, SEE SPECIAL PROVISIIONS GSINGLE 6 FT CHAIN LINK GATE PER COR STD PLAN L003 15 SINGLE 4 FT CHAIN LINK GATE THROUGH EX FENCE GSERVICE CONNECTION, DIA AS NOTED ON PLAN -- - - - - -- ... .......... . ADJUST CATCH BASIN t::: :: �......... :::::::::i:::::_...t......... ,......... ... ......... .. }......... ......... ...... 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O .O . �. �. .� i � d7 ; 0') i � O o- �' 0)' O� d7 , 0")- 0')' 0)' O 0) : . . $ M. �. r7 : r7 M r7 j} N) , r'� M . t�3 . r7 : M M J r7 M . r') . . . . . . . .�1�. M. . . . . . . .�.7. . . . . . �.�. .���.�. .M �: M : . . . . . . . . . .�i�: M: : : : : . jam (?%. . . . . . n: M: : : : : :�: : : : : 1 n t_r) !. n.�. . . . . . . . . #�.�. : N%: : : : : . ice . . . . . . . . . . . . . . . . . . . . . . . . . . . : : M: : : : : ff): '� . - - 100+00 101+00 102+00 103+00 104+00 104+50 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATE, 1/3/14 By, ECS >¢ F TIB # 8-1-102(033)-1 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametdx.com EXISTING GROUND AT CENTER LINE (TYP) PROPOSED GROUND AT CENTER LINE (TYP) 0 1 IRECORD DRAWINGS NO. PROFILE HORIZ: 1 „=20' AS -BUILT SURVEY NOTES: VERT: 1 =5 AS -BUILDS BY WHITE SHIELD, INC. THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, 23412 68TH AVE. SOUTH OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACIU71ES KENT, WA 98032 SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED 253-867-6070 OFFICE 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, 253-867-6075 FAX BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT CHARLES E. PORTER, PLS 30937 THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE ADVERSE TO THE PLANNED USE LAST DATE IN FIELD MAY 24, 2013 AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE 21 RESET EXISTING HYDRANT 22 CEMENT CONC TYPE 410C CURB, SEE 8 D 23 TEMPORARY FENCE LEGEND: PERVIOUS CEMENT CONC SIDEWALK ° m d _ . A:. A: ==?=: CEMENT CONC PAVEMENT/SIDEWALK 2 HMA CL PG 64-2 PAVEMENT y 2 LANDSCAPE AREA -SEE PLANTING PLANS <XXXX> AS -BUILT INFO PROVIDED BY CONTRACTOR'S SURVEYOR, SEE AS -BUILT SURVEY NOTES. DRIVEWAY SCHEDULE Fx STA OFFSET TYPE WIDTH 7 100+92.6 RT 3* 25' 8 101 +94.7 RT 3* 20' 9 102+64.3 1 RT 1 3 1 20' CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. *OMIT SIDEWALK SECTION SURVEYED: SCALE: VERTICAL- NAVD 19� NE 3rd / 4th CORRIDOR IMPROVEMENTS DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 :�R CITY OF C. SCHOTT RENTON PHASE 1 INTERSECTION IMPROVEMENTS DRAWN: '\ �, ECS 1 3 14 CHECK ONE BETZVOG ONE INCH DATUM Planning/Building/Public Works Dept. AT IF NFULL SCALE Approved For Construction PLAN AND PROFILE REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLYWHITMAN CT NE Robert M. Hanson P.E. Date 12/31/12 PAGE: PP3 11 OF, 43 N US MR MEMON