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Home My WebLink AboutPlansSOIL NAIL WALL CARBONDALE MINI -STORAGE CARBONDALE, COLORADO FOR DALE EUBANK 1676 COUNTY ROAD 100 CARBONDALE, COLORADO al . oarosaurr COLORADO i 48 Yso ' f 70 Laramie ROCKY �aaw NaPAU Cheyenne Boulder va r ate' unction :span ontrosel SaliPikes da • CvRteAAm FEc 9. Limon ESA :tau irg ` Cortes Durango 16° Monte Vista •--••g rpt Trinicad L7 ro - Colorado Springs Pueblo La ?5D Junta Walsenburg ram ar This design. including any d ewinge and calculations, is furnished solely for the use of or in connection with this protect This design may not be copied. reproduced, or used without the prior written permission of Rock Solid Solutions This design is only valid If carsbucted end supervised oy Rock Solic Solutions personnel. PROJECT LOCATION, VICINITY MAPS NTS 01...,_.. SHEET INDEX 1. COVER & INDEX 2. NOTES & DETAILS 3. PLAN VIEW 4. PROFILE & SECTION 195 Lodgepole Circle Parachute, Colorado 51835 970-903-3029 www.rocksolidblaenng.com °� To ro c - Uenj Cover & Index REVISIONS DATE Design By DJB Drawn By SMN Date 9/14/2017 Project No 2017-033 Sheet No 1 of 4 1.0 GENERAL NOTES 11 1.2 1.3 Soils to be retained are assumed to be silty sand with gravel. Subsurface conditions may be discovered at the time of construction that may require modifications to this design. Conditions may include, but are not limited to, groundwater, trash debris, soil shear strength, and grout/soil pullout resistance. Concrete/Shotcrete: fc' = 4,000 psi, 28 -day unconfined compressive strength Grout: = 3,000 psi, 28 -day unconfined compressive strength Reinforcement Steel: Fy = 60,000 psi Soil Parameters: = 35' c = 10 psf y= 120 pcf Qa = 15 psi 1.4 Soil Nails will be Williams Form All -Thread Bar or equivalent as indicated in plans. 1.5 Williams Form Couplers will be used as necessary. 1.6 Verification and/or proof tests may be conducted as deterrrined in the field by the Engineer. 1.7 Cement grout will be installed in sufficient quantity to fully encapsulate the bar to the collar of the hole. 1.8 Locations and quantities of nails are approximate and will be finalized during construction. 1.9 Groundwater is estimated to be below the wall. Groundwater conditions discovered to the contrary will be brought to the attention of the engineer. 1.10 The General Contractor shall locate underground utilities at least 48 hours prior to commencement of construction. 1.11 All easements and permits necessary for the design showr on these plans shall be obtained by others prior to commencement of construction. Tne selyc. ineieny any *.,63t=+e " "ra. ec,sa{a up9d anCae3 a •w h 8=prvpv, Mk* wage 9*9 gat 9e ecpe& rapcelieee, - idea waw. 1N Yu •+SOw+ yr> =688.88 9r Aad, Sere 8=63=ne. The. .808888 ¢ Wy wld 9 comanat*0N4 uv*.reexl5Y^-_ Selo 59168818 pesortwl. 1.12 The General Contractor is responsible for surface drainage. The General Contractor will grade the s to to prevent the flow of water into the excavat on or behind the support of excavation. 1.13 The General Contractor will tie in strip drains to permanent foundation drainage or dewatering system. 1 14 Survey and layout of wall by others. Excavation by others. 2.0 SOIL NAIL WALL CONSTRUCTION 2 1 During construction, the stability of the excavation will be evaluated and the depth of the reinforcement may be modified to suit the conditions encountered. 2.2 The wall layout may be adjusted according :o the needs of the project with the approval of the Engineer. 2.3 Construction Sequence 2.3 1 Excavate 5' bench (by others). 2.3.2 Drill and grout Soil Nail. 2.3.3 Place strip drains. 2.3.4 Place welded wire mesh and reinforcing steel. 2.3.5 Place shotcrete and install bearing plates and hex nuts. 2.3.6 Repeat steps 2.3.1 to 2,3.5 as necessary to final grade of Soil Nail Wall. 4x4 W4,0xW4,0 MESH 12" STRIP DRAIN 8'-0" C/C SPACING GROUT WILLIAMS #6 BAR GRADE 75, 20'-0" SHOTCRETE, 8" 8"x8"xY2" PLATE HEX NUT BEVELED WASHER, IF NEEDED TWO #4 BARS CONTINUOUS, HORIZONTAL TWO #4 BARS x 30", VERTICAL SOIL NAIL DETAIL SCALE: NTS SHOTCRETE, 8" 2 CONTINUOUS WALERS, #4 BAR AT 6" O.C. A36 STEEL PLATE 8"x8"xY2" I■■■■■■■■■■■& ■■■■■■■■■■■■I I■■■■■■■■■■■■1 I■■■■■■■■■■■■ rrrs 4x4 W4.0xW4.0 WELDED \I WIRE MESH, MESH OVERLAP MIN 8" OR TWO SQUARES SOIL NAIL i r STRIP DRAIN, 6'-0" O.C. 2 30" VERTICAL #4 BARS AT 6" O.C. TYPICAL SHOTCRETE FACING DETAIL SCALE: NTS 195 Lodgepole Circle Parachute, Colorado 91635 570-903-3028 wwwf57koolldblasting corn Notes & Details REVISIONS Design By DJB Dawn By SMN Date 9/14/2017 Proled No 2017-033 Shy -N3 2 of 4 r — - -4— \ M• CV Fe Sf_ 195 Lodgepole Circle Parachute, Colorado 81635 970-903-3026 www.rocksolldblasting com 0+00 PROPOSED BUILD/NG R •_ SOIL NAL • 'T pw9q Froledlr g any a -mai I and adeWlEom, a furnished rt+Ot !P'eN u8a Or W n ar eelew r,A araject This design ren Mtn 0:010. rappparietd, d ue6 . QIA The OW written pnmlypa, el Rah Sena SeRJdre The dean la only rand 0 e radueled and Nscenentd Ey Rp9 Shcd Soluliersprrwmik C7 z 0_ BU/LT a) ad, m To cuc o r— U a REVISIONS DATE Design By DJB Drawn By SMN PLAN VIEW - SOIL NAIL WALL LAYOUT 0' 20' 40' NORTH Date 9/14/2017 Protect No 2017-033 Sheet No. 3 of 4 50 45 co I_ o .o a ❑•: o a ❑ . 40 ° ❑ o 0 0 0 0 0 0 ;e i g o 0 0 0 0❑D d � ° ❑ ff ° o 350 0 ¢ 000000000 L060 0 0 0 0 0 0 0 :00 0 0 • ❑ 0 0 0 0 0 0 o 000006000 0° 0 C- k x 30 ° 9 o :.e e—o--A-o-e---G O. ° 0 O 0+21 TURN r EXISTING GRADE z 1- t t 25 20 0+00 0+20 ELEV 28 0+40 0+60 0+80 1+00 1+20 1+40 PROFILE VIEW - SOIL NAIL WALL This desgn Including any drawings and calculations, is furnished solely for the use of cr In connection with this project. This design may not be 00pied, reproduced, or used without the prior written permission of Rock Solid Solutions. This design is only valid If constructed and supervised by Rock Solid Solutions personnel. 20' 40' LEGEND X j 10'-0" SOIL NAILS 0 20'-0" SOIL NAILS EXISTING GRADE B" SHOTCRETE z -0 - — WILLIAMS FORM #8 GRADE 75 BAR LENGTH 20'-0" MIN. 4" BOREHOLE SOIL NAIL WALL SECTION 0' 20' 40' ROCK SOLID SOLUTIONS ftsw.r. ova 1 is Impepk Circle Pr.a70-COMP, 1716.45 9 970-9033028 www rocksoiidbiaating,mm Profile & Section REVISIONS DATE Design By DJB Drawn By SMN Dale 9/14/2017 Project No 2017-033 Sheet No. 4 of 4