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Home My WebLink About33- 8Z1.0 V� e t C, o t 10 0 S � _ \ f �— z-LIVITS of SITE __CON rrzRC-T- I (INF') 1 inch - 60 ft. LLJ 0 0 0 o � N a 1. All9 rades at boundary shall meet existing grades. r � y N 2. All topsoil shall be placed In mounding areas and nonstructural f11I it -- areas. Upon completion of mass earthwork, topsoil shall be spread to a C to oho • a W .3 h depth of four to six (4 to 6) Inches In areas to be seeded such as lake X slopes, mound areas, areas between curb and clearing limits, and oil Hn + Q disturbed areas outside of building and parking areas, extra topsoll i shall be disposed of offsite. , J. Straw bale dams, sediment pits and silt fences shall be utilized to o Q z control erosion. See erosion control plan for additional Information, Q 4. Existing utility locations are approximate, contractor to field verity horizontal and vertical locations prior to major earthwork, within the a - F -- li E proposed construction limits. J O Z 5. The Intent of these plans Is to use all fill mater onsite. '=- U •, 6. Building pad and pavement areas designated for fill shall be constructed If W 4-1 cf) of suitable IWI material and compacted per specifications. All fill ED LJJ areas for building areas, pavement areas and streets are to be stripped i c0 I of topsoil prior to placement of fill. 7. Contractor shall preserve existing trees wherever possible. Owner and t owners representative shall be consulted for clearing Ihrnits Clearing limits shall consist of all trees within street areas, utility installation limits and cut fit areas. - ; - 8. Topographic and planimetrk; Information was provided by P.I. Cripe, Inc. An disc ankles shall be reported to the engineer, Y eP eP g 9. After permits have been obtained do erosion control measures installed, the contractor shall grade building pad, garden center & aprons to a tolerance of .f0.1 ft_ of subgrade as per dlvlslon 2 compaction specifications. 10. Immediate✓ ap I y do compact stone base for building pad to a tolerance ---- -- of ±0.04' 112 of the concrete subgnode as per division 2 specifications. �J Stone shall be applied prior to excavating Interior & perimeter footings. 11. Compact & maintain 30,000 sq.ft. of 6" thick stone material laydown area do 25 foot wide gravel access road to building. Laic wn area to be 1. The Contractor shall be responsible for obtaining or ., \ r = ` located by Lowes protect manager. veritying that all permits and approvals have been fried for \ `� � 90SE4ACK and are wand and In—force from the respective city, county, �� - -- . -- � 12. All existing structures, unless otherwise noted to remain, fencing, state, and federal agencies prior to startling construction. trees, &etc., Within construction area shall be removed k dlspos�ed of off site. Any burning on site shall be subject to local ordinances do 2. It shall be the Contractors responsibility to determine - " j / f Lowes specifications. utilities the al the exact locution of all existing ties � general project area prior to beginning construction. `�� ,\ Yt .. ` ,� / / 13. Contractor shall notify all utility companies havfng underground utilities on site or in right—of—way prior to excavation. Contractor 3. It shall be the Contractors responsibility to notify and ` shall contact utility locating company and locate all utilities prior to coordinate all construction with respective utl6ty companiesj 1 1 S� grading start. 4. 1# shotl be the responsibility of the Contractor to + i 14. Site grading shall not proceed until erosion contral measures have been Installed. maintain quality control throughout the duration of qD construction. Failure to do so may result In the engineer i 15. All concrete pipes shall be In accordance to astm—c-76 class IH, requiring that the defective work be removed and replaced 5. All work will be performed In accordance with these plans '\, �\ !�. � f . -' � 16. All drainage structures shall be pre—cost. and specifications Any and all changes to these plans and 17 All drainage structures and storm sewer pipes shall specifications shall be approved by the engines►- In writing \ �,� meet heavy duty traffic (h20) loading and be installed accordingly. or sold changes will be subject to removal and replacement -`-- at no cost to the developer.I ,�r 18. SICP —Smooth Interior Corrugated Plastic Pipes dr fittings may be utilized for pipe sizes 12' or smaller, from the following 6, The contractor shall be responsible for verification of j ` manufacturers: all plan quantities and plan dimensions as shown herein. �'�� A.D.S. —N 12 MFRD. BY ADVANCED DRAINAGE SYSTEMS, INC. OR "SURE_ LOCK" MFRD. BY HANCOR INC. 7. Occupational Safety and Health Aainlnistration OSHA v 1 ) 3300 RIVERSIDE DRIVE, COLUMBUS, OHIO 43221 401 OL1VE STREET P Y ( - (614) 457-3051� R F►NDLAY, ON. 45840 d' Standards for Excavation, Final Rule 29 CFR Part 1926, �� rt "P" lies to all excavations exceedin Rve 5 LANE ENTERPRISES, INC 1-888—FOR—PIPE Subpart applies 9 �) \, feet In depth. `� Y .-, t. ,, � -- 34 STROHM ROAD 0 SHIPPENSBURG, PA 17257 SICP shall be installed per manufacturer's guideline (717) 531 5959 �Y �' 9 PP 8. Any trench excavations exceeding twenty (20) feet In �� for h d drainage applications. n depth shall require a trench safety system that has been designed andlor approved In writing by a registered f J 9. Phase 2 area to be rough groded and seeded per grading and erosion control plans. f r REVISIONS 3' SET DATE i DESCRIPTION C-204 CSI P30J. *00-113 0 0 0 o � N a W r � y N it o�. C to oho • a W .3 h X Hn Q W Cn o , o C-204 CSI P30J. *00-113 W it Q Q W Cn o o Q z Q C a - F -- li E t� J O Z F -) U Q If W 4-1 cf) CD ED LJJ Z (D c0 -S W r Z i C-204 CSI P30J. *00-113