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HomeMy WebLinkAboutR-397727LLI Q z U LLJ O M dN' H Z W 2 W O W G. O O V i qT ftftftft W Z x X 100++ Oaf 101+00 — — — — 102+00 Connect to existing mainline and wiring -_ --\_ r 4" sleeve VACANT �.gLES Sc G� of WASAr �o �0 J7� CALL 48 HOURS 33242 BEFORE YOU DIG :IST"RL NALV��2 1-800-424-5555 _...._...._ ...._........... 4" sleeve REVISED TO CONFORM WITH CONSTRUCTION RECORDS DATEI 1 /3/14 ByJ ECS 0 TIB # 8-1-102(033)-1 TEMP. CONST. EASEMENT 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 98374 T.253.604.6600 F.253.604.6799 www.parametrix.com o, Sleeve s� 4 Sleeve SCALE IN FEET 1 20 40 MRECORD -AWINGS M - I I VACANT IW IW co -------------------=-- — W IC01) 0 fjIP3t+00 104+ — ---I- — — +0--- r WHITMAN CT NE Ico _-- —= R W Z_ - J 20-3 I Q I US POST OFFICE Connect to existing mainline and extend wiring \ 20-4 I I x e ------------------------------- �'� I f IRRIGATION NOTES: 1. SEE SHEET IR4 FOR CONSTRUCTION DETAILS & NOTES. 2. CONTRACTOR SHALL VERIFY SPECIFIC IRRIGATION CONTROLLER LOCATION PRIOR TO CONSTRUCTION. 3. PLAN IS DIAGRAMMATIC. VARIATIONS IN HEAD LOCATIONS ON PLAN IS FOR THE SAKE OF GRAPHIC CLARITY. 4. MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. 5. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. DESIGNERS RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. CONTRACTOR SHALL ADJUST HEAD POSITIONS AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. SlIrm. 1DE5GF,1f=Ti0N All Rainbird 1806 - 10 Aeries 0 ® Rainbird 1806 - 10 Series T QRainbird 1806 - 10 Series H ARainbird 1806 - 15 Series Q a Rainbird 1806 - 15 Series H Ra inbird 1812 - 15 Series EST ® Rainbird 1812 - 15 Series 4 X 30 SST ORainbird PE5 - i" Electric Zone valve PROTECT & RESTORE EXISTING IRRIGATION SYSTEM PROTECT,RESIRRIGATION SYSTEM TORE 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. SURVEYED: SCALE: DATE: "ten°`L, NAVE) 1988 NE 3rd 14th CORRIDOR IMPROVEMENTS / / AS SHOWN HORIZONTAL: NAD 1983/1991 R CITY OF 8 $ 12 DESIGNED: SHOWN 1 � i `C D. SANDENO - "L PHASE 1 INTERSECTION IMPROVEMENTS AELD600K: DruwN: �1V T®1 �I D. SANDENO DRAWING NO- ONE INCH DATUM Planning/Building/Public Works Dept. ECS 1 3 14 CHECKED: AT FULL Approved For Construction IRRIGATION I R3 IF NOT ONE INCH BY DATE A P P R APPROVED: SCALE ACCORDINGLY D' A N SHEET: OF: Robert M. Hanson P.E. Date f L./1 42 43