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HomeMy WebLinkAboutD-382414H W N In m KEY PLAN GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 PROVIDE TEMPORARY SUPPORT FOR POWER POLE DURING CONSTRUCTION. (2)PLUG AND ABANDON PIPE. O3 REMOVE EXISTING CATCH BASIN. CONNECT TO EXISTING 6" OR 8" STORM LATERAL WITH NEW STORM LATERAL CLEANOUT PER DETAIL 4 ON DWG SW15. EXTEND 6" OR 8" LATERAL TO CONNECT TO 12" STORM WITH 12"x8" OR 12"x6" PPP TEE. REMOVE EXISTING STORM LATERAL AS NEEDED. ® REMOVE AND REPLACE SIGN AS NECESSARY TO INSTALL MH. THIS WORK SHALL BE INCIDENTAL TO INSTALLATION OF NEW PIPE. (5)RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG SW15. © SENTRY BOX WITH CENTURYLINK UNDERGROUND LINE IN VICINITY WITH APPROXIMATE LOCATION SHOWN. CONTRACTOR TO FIELD VERIFY LOCATIONS OF CABLES SERVING SENTRY BOX AND EXERCISE CAUTION WHEN WORKING IN BOX VICINITY. O7 PROVIDE SUPPORT AND PROTECT EXISTING SIDE SEWER DURING CONSTRUCTION. ®REMOVE AND REPLACE APPROX 100 SF OF DRIVEWAY AS NECESSARY. REGRADE AND PAVE DRIVEWAY ENTRANCE TO