WPC" 2QB$ROZ|dCourierCourier BoldCourier Italic P6G;?P"m+^8AM``AAA`k2A26``````````66kkkTwkAIwkkwwA6AX`AT`T`TA``66`6````AI6````T\&\hA2hXAAA2AAAAAAAA`6TTTTT}TwTwTwTwTA6A6A6A6``````````T`^```k`TTTTTTTywTwTwTwT````````A6A6A6A6kI`w6wMw6wAw6`q````AAAkIkIkIkIwQw6w6```````wTwTwT`w6`AkIw6``y``2``@#@WddddddddddddddddddddddddddddddddddddddddNEssEX`AT`````6=`:=`:AATT`BBs``uEssErkkAT`:"`soh`kss`HP LaserJet 4HPLAS4.PRS 4?f\  P6G;\*"P?P2r Z  X` hp x (#%'0*,.8135@8:, P age,  s5  F ooter, B , E dit. Delete the "Project Name (ftr B)" text and replace it  s5 with the name of the project (bolded) . , until you arrive at the document text.d# ,D.The Guide Specifications are being reviewed and revised. Your technical comments on any guide spec would be greatly appreciated. Also, any specs that are written "from scratch" that would benefit others could be sent to either Dion Dishong or Lori Quayle, RS110.d#  s5  DRAWING DATA REQUIRED: Layout plan and typical cross sections, indicating ,locations and extent of work, including grading elevations. Indicate known existing utility lines. Indicate designated borrow source.d#  s4o  REVISIONS OF THIS SECTION:  r5  CSI format, editorial changes: 8/96 Metric: Technical Update: 3/96 POINT OF CONTACT: Mary Anne Belding Phone: (303) 2369521 0*((  X  I. A. 1. a.(1)(a) i) a).1 A. 1. a. 1) a)(1)(a)Ko s4 #d 7#`d#IBORROW EXCAVATION Project Name (ftr B)` !d#T[3/96] .02317   b-SECTION 02317 +BORROW EXCAVATION PART 1 GENERALd# 1.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a).1 SUMMARYd# ,A.Section Includes: Furnishing, loading, hauling, and placing imported borrow materials for the construction of embankments.d# ,B.Related Sections:d# ************************************************** DELETE EITHER 01009 OR 01010. EITHER SECTION 01300 OR 01410 MUST BE USED WHEN 01010 IS USED. ************************************************** ,General Information and Requirementsd#`Pd#MSection 01009 ,Summary of Workd#`Pd#MSection 01010 ,Wateringd#`Pd#MSection 02339 ,Excavation and Filld#`Pd#MSection 02315 ,Excavation, Backfilling, and Compacting for Structuresd#`Pd#MSection 02224 1.2 PROJECT/SITE CONDITIONSd# ,A.Excess Material: Useable excess material excavated as a result of other section work shall be used in embankment construction before imported borrow use is allowed. Wasting borrow is not permitted.d# ,B.Borrow Material Source: [Furnish the borrow material source.] [Obtain borrow material from the source or sources shown on the drawings, subject to use restrictions or requirements as noted.] [The borrow material source is located at [ .]d# PART 2.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a) PRODUCTSd# 2.1 MATERIALSd# ,A.Imported Borrow: Imported borrow shall be selected to meet the requirements and conditions for which the particular fill is intended. Sand soils or sand-clay soils capable of being readily shaped and compacted to the required densities are preferred. The borrow material shall be free of roots, trash, and other objectionable materials. No borrow shall be obtained within the limits of the project site unless approved by the Contracting Officer in writing.d# ,B.Classification: Imported borrow shall be of one of the acceptable soil classifications as listed below and as shown in ASTM D 2487.d# ,1.` ` Acceptable Soil Classifications are as Follows: well-graded gravel(GW), poorly graded gravel (GP), silty gravel (GM), clayey gravel (GC), well-graded sand (SW), poorly graded sand (SP), clayey sand (SC), silty sand (SM), silt (ML), and lean clay (CL).d#` ,2.` ` Unacceptable Soil Classifications are as Follows: Peat (PT), organic clay or silt of medium to high plasticity (OH), organic clay or silt of low plasticity (OL), fat clay (CH), and elastic silts (MH).d#` PART 3.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a) EXECUTIONd# 3.1 PREPARATIONd#  )-**Ԍ,A.Clearing and Grubbing: Strip from the borrow pit area all brush, trees, stumps, roots, and harmful or undesirable materials.d# ,B.Borrow Areas: The borrow excavation slope must not exceed 1:1. Vertical slopes are not allowed. Upon completion, spread excess materials and dress the pit to an acceptable condition, with stable, rounded slopes.d# 3.2 PLACEMENTd# ,A.Borrow: Shall be placed according to [Section 02339 - Watering.] [Section 02315 - Excavation and Fill.]d# PART 4.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a) MEASUREMENT AND PAYMENTd# 4.1 METHOD OF MEASUREMENTd# ***************************************************** WHEN A "LUMP SUM" CONTRACT IS USED, DELETE THE TITLE PART 4: MEASUREMENT AND PAYMENT, AND BOTH ARTICLES FROM THIS SECTION. MEASUREMENT AND PAYMENT WILL BE ADDRESSED IN PART 4 OF SECTION 01009 GENERAL INFORMATION AND REQUIREMENTS OR SECTION 01010 SUMMARY OF WORK. WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO MEASUREMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THE SPECIFICATION ARE INCLUDED IN THE BID SCHEDULE. ***************************************************** ,A.Units: The work described in this section will [not be measured for payment.] [be measured and paid for] [on a lump sum basis.] [by the cubic yard and computed by the average end area method as measured as the difference before and after project execution.] [by the measured vehicle load.]d# 4.2 BASIS OF PAYMENTd# ***************************************************** WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO DIRECT PAYMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THE SPECIFICATION ARE INCLUDED IN THE BID SCHEDULE. WHEN NOT A "LUMP SUM" CONTRACT AND PAYMENT IS TO BE MADE UNDER THIS SECTION, SELECT APPLICABLE PAY ITEMS. DO NOT CHANGE PAY ITEM NUMBER. ***************************************************** ,A.Payment: [No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.] [Prices and payment will be full compensation for the work described in this section. Payment will be made under:]d# ,Pay Item@ @  !Pay Unitd# ,02317(01) Imported Borrowd# pD d#RLump Sum @@   02317(02) Imported Borrowd# p\d#HCubic Meter (Yard) @@   02317(03) Imported Borrowd# p|d#PMetric Ton 0,END OF SECTION