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HomeMy WebLinkAboutR-397723NOTES: J cM 100+0 _ 101+00 — , — �_ — _ _ 102+00 x x - I I VACANT Ix i I �gLES SC, & WASNJ �O � ISTER�' �'IONAL '� Z• �-Z CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 A 8 d REVISED TO CONFORM WITH CONSTRUCTION RECORDS I DATE, 1/3/14 BY, ECS ' s4 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 E SCALE IN FEET 1 1 40 110301120630 x VACANT 4 0 0 �� o o® o o is / - w W _T — — LU i W 0 WHITMAN CT NE me -- ---1=-----__ W Z o J _ US POST OFFICE v I, F- a =f----------------------------� nn �� 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE/OWNER. 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL. SEE SHEET LS4 FOR PLANT SCHEDULE, DETAILS, & GENERAL NOTES. 3. PROPOSED SOD AREAS SHALL RECEIVE 6" DEPTH TOPSOIL. LANDSCAPE BEDS SHALL RECEIVE 12" DEPTH TOPSOIL. ALL HYDROSEED AREAS (PROPOSED AND INCIDENTAL) SHALL RECEIVE 2" DEPTH TOPSOIL, 4. SEE SPECIFICATIONS FOR TOPSOIL INFORMATION. 5. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS NEEDED FOR FIELD CONDITIONS AT SPECIFIED SPACING. O 'EDWARD GOUCHER' ABELIA O SPIRAEA BLUE OAT GRASS HYDROSEED LAWN - 2" DEPTH TOPSOIL SOD LAWN - 6" DEPTH TOPSOIL DEPTH TOPSOIL LANDSCAPE RESTORATION PROVIDED BY CITY 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 AL. DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED. SURVEYED: SCALE: DATE: ��p VERTICAL: AD 1 8.3/ NE 3rd l 4th CORRIDOR IMPROVEMENTS / / DESIGNED: AS SHOWN HORIZONTAL- NAD 1983/1997 :� i CITY OF 8 8 12 D. SANDENO , �- CITY FlEwe00K: F ENTON PHASE 1 INTERSECTION IMPROVEMENTS PAGE: DRAWN: D. SANDENO ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO: ECS 1 3 14 CHECKED: AT FULL SCALE Approved For Construction LANDSCAPE LS3 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY PLAN SHEET: OF: Robert M. Hanson P.E. Date (�/�j 38 43 0,�