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NTSD-100SITE DETAILSNO.DATEENG.REVISIONS1. THIS MEDIA SHOULD NOT BE CONSIDERED ACERTIFIED DOCUMENT. THIS DOCUMENT WASORIGINALLY ISSUED, ANDSEALED BY: REGISTRATION No.:DATE SEALED:2. BY MAKING ANY SUBSEQUENT MODIFICATION ORUSE OF THIS WORK, THE RESPONSIBLEREGISTRANT (OR NON-REGISTRANT) ASSUMESFULL RESPONSIBILITY AND LIABILITY FOR THEMODIFIED WORK PRODUCT IN ITS ENTIRETY.3. A REGISTERED ENGINEER MUST BERESPONSIBLE FOR ANY CHANGES TO THISDOCUMENT.4. THIS DOCUMENT MAY NOT BE ALTEREDWITHOUT PRIOR NOTIFICATION TO BOOTH &ASSOCIATES, LLC.BULLY SELF STORAGE CENTER10/02/2024DCJMCJMCFINISHED GRADENOTES:1. EXCAVATE TO 4 INCHES BELOW THE PROPOSED PIPE ELEVATION.2. PROVIDE 4 INCHES STONE BEDDING AND 4 INCHES STONE BACKFILL.3. WHERE BELL AND SPIGOT PIPE IS USED, PROVIDE RECESSES TO RECEIVE PIPE BELL.4. UNDERCUT UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER AND BACKFILL WITH STONE OR OTHER APPROVEDMATERIAL.5. WHERE NECESSARY, TEMPORARILY DIVERT SURFACE WATER TO MAINTAIN A DRY CONDITION IN THE PIPE FOUNDATION.DIRECT THIS TEMPORARY FLOW INTO SUITABLE EROSION CONTROL DEVICES.BACKFILLINITIAL LIFT: 12" MAX.NON TRAFFIC AREAS: 12" MAX. LIFTSTRAFFIC AREAS: 6" MAX. LIFTSCOMPACTION: 95% MAX. DRY DENSITY(STANDARD PROCTOR)NO. 5, 57, OR 67 STONE1' MIN. COVERCULVERT CROSSING FILLAND COVER SPECIFICATIONTEMPORARY CONSTRUCTIONENTRANCE DETAILPOST-CONSTRUCTION BSCENTRANCE DETAILPOST-CONSTRUCTION BSCDRIVE ENTRANCE DETAIL4"4"STONE MUST BENO LESS THAN 16" IN HEIGHT.CONSTRUCTION OF A SILT FENCESILT FENCE OUTLET004/01/2024DCREZONING SUBMITTAL101/22/2025DCREZONING REVISION SUBMITTALPARKING DETAIL137