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C2.0+GRADING+AND+DRAINAGE+PLAN
M FINISHED FLOOR EL: 2574.40 LIP: 2571.89 AC: 2572.01 N: 723191.89 E: 2448863.409 LIP: 2571.74 AC: 2571.92 N: 723278.95 E: 2448864.027 -2 . 4 2 % -3.0% -4.2% -3.8% -3.4% -2.0% LIP: 2571.62 AC: 2571.88 N: 723258.95 E: 2448863.885 LIP: 2571.98 AC: 2572.04 N: 723292.32 E: 2448881.927 - 2 . 4 2 % AC: 2571.90 N: 723292.45 E: 2448864.123 - 1 . 1 % -3 . 0 % - 1 . 0 % AC: 2572.24 N: 723292.11 E: 2448910.905 LIP: 2572.18 -3 . 0 % -2 . 0 % -0 . 8 % -2 . 0 % -2 . 5 % -3 . 6 % -2 . 5 % -3 . 6 % -3 . 0 % AC: 2573.05 N: 723291.53 E: 2448991.082 LIP: 2572.99 AC: 2574.01 N: 723290.79 E: 2449092.676 AC: 2573.61 N: 723291.15 E: 2449042.676 LIP: 2573.57 AC: 2574.04 N: 723290.75 E: 2449097.872 AC: 2574.18 N: 723268.92 E: 2449111.737 AC: 2574.10 N: 723261.20 E: 2449108.813 AC: 2574.22 N: 723290.65 E: 2449111.895 CON: 2574.00 CON: 2574.13 - 0 . 5 7 % - 0 . 5 7 % -1.4% -1.1% CON: 2573.90 CON: 2574.08 - 0 . 7 9 % - 0 . 7 9 % CON: 2573.94 CON: 2574.15 LIP: 2574.08 LIP: 2574.10 -3.3% LIP: 2573.79 AC: 2573.99 N: 723225.95 E: 2449108.556 AC: 2573.64 N: 723135.20 E: 2449107.895 LIP: 2573.96 LIP: 2573.78 -1.5% -2.6% -0 . 4 0 % -0 . 4 0 % LIP: 2573.59 -2.6% -3.5% -2.8% -2.6% -2.1% LIP: 2573.50 -1.4% AC: 2573.57 N: 723100.59 E: 2449108.336 LIP: 2573.49 -2.9% -2.1% LIP: 2573.39LIP: 2573.20 - 1 . 0 0 % -0 . 2 0 % -3.00% CON: 2574.40 CON: 2574.23 TBC: 2574.09 TBC: 2574.33 -1.5% -0.8% CON: 2574.38 CON: 2574.38 -1.5% -1.5% -1.5% CON: 2574.29 CON: 2574.29 -2 . 5 % CON: 2574.38 -1.7% -0 . 1 % CON: 2574.38CON: 2574.15 CON: 2574.38 TBC: 2574.02 TOC=TBCR: 2574.13 CON: 2574.09 -1 . 5 % - 1 . 1 % - 1 . 3 % TOC: 2573.90 -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % LIP: 2571.99 AC: 2572.05 N: 723166.72 E: 2448863.230 LIP: 2572.17 AC: 2572.26 N: 723136.99 E: 2448863.019 -1.0% -1.5% -1.3% -4.0% LIP: 2573.88 LIP: 2572.97 -0 . 3 8 % -1.8% LIP: 2573.66 LIP: 2573.51 LIP: 2573.85 -2.6% -0 . 4 0 % CON: 2574.39 -1 . 5 % TBCR: 2574.31 TOC: 2574.31 -1 . 5 % TOC: 2574.30 -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % -1 . 5 % LIP: 2573.42 LIP: 2573.39 LIP: 2573.06 LIP: 2572.77 LIP: 2572.47 LIP: 2572.31 -0.4 0 % -2.42% -2. 4 2 % - 2 . 4 2 % -0.70% LIP: 2572.26 LIP: 2572.40 LIP: 2572.62 LIP: 2572.80 -2.0 % - 2 . 1 % -2 . 9 % LIP: 2572.90 LIP: 2572.76 LIP: 2572.54 RIM: 2572.36 - 1 . 0 % LIP: 2573.52 LIP: 2573.45 LIP: 2573.16 -1 . 5 % -1 . 7 % -1 . 8 % -1 . 1 % -2 . 3 % -2 . 6 % -3 . 2 % -2 . 2 % LIP=AC: 2573.25 -3 . 2 1 % -4. 4 5 % -5.87% LIP: 2572.42 AC: 2572.59 N: 723102.99 E: 2448862.778 -2.8% LIP-MATCH: 2572.50 AC: 2572.53 N: 723082.18 E: 2448862.630 -0 . 7 5 % TOC: 2573.72 TOC: 2574.13 CON: 2574.38 TOC: 2574.38 LIP: 2572.43 LIP: 2572.85 LIP: 2572.21 FL: 2572.07 FL: 2572.26 LIP: 2572.38 LIP: 2572.32 LIP: 2572.18 RIM: 2571.89 AC: 2573.63 AC: 2573.63AC: 2573.63AC: 2573.40 -1 . 5 % FL: 2571.78 FL: 2571.85 LIP: 2571.91 LIP: 2571.96 LIP: 2572.32 CON: 2573.91 CON: 2573.45 TBC: 2572.36 TBC: 2572.47 FG: 2574.00 FG: 2572.50 FG: 2572.47 FG: 2573.62 -1.8% -1.5% -2 . 0 % -2.0 0 % -1 . 5 0 % MATCH -BOW: 2573.01 MATCH -BOW: 2573.14 MATCH -BOW: 2573.34 MATCH -BOW: 2573.42 MATCH -BOW: 2573.67 MATCH -BOW: 2573.89 LIP: 2572.44 LIP: 2572.49 LIP: 2572.85 LIP: 2573.01 -1 . 2 % -1 . 5 % -1 . 3 % -1. 0 0 % -1 . 4 % -2 . 0 % -2 . 3 % -3 . 1 % -2 . 1 % -2 . 4 % -1 . 6 % -2 . 4 % -2 . 5 % -2 . 4 % -2 . 7 % -2 . 3 % -1 . 3 % -1 . 3 % -1 . 3 % AC: 2573.63 0.0%0.0%-0.0% -0.0%-0.0%-0.0% AC: 2573.42 AC: 2573.42 AC: 2573.42 AC: 2573.42 LIP: 2573.47 -2 . 7 % -2 . 6 % LIP: 2573.37 LIP: 2573.46 LIP=AC: 2574.12 LIP=AC: 2573.63 TOC: 2574.13 TOC: 2574.13 TOC: 2574.13 TOC=TBCR: 2574.13 TOC=TBCR: 2574.13 CON=AC: 2573.63 CON=AC: 2573.63 -1 . 9 % CON: 2574.19 CON: 2574.19 CON: 2574.38 CON: 2574.38 CON: 2574.38 CON: 2574.38 CON: 2574.38 CON: 2574.38CON: 2574.38 -8 . 0 % TBCR: 2573.96 TBCR: 2573.90 TBCR: 2573.97 LIP: 2572.75 LIP: 2572.86 LIP: 2572.71 TBC: 2573.13 TBC: 2573.24 TBC: 2573.09 TBC: 2572.83 TBC: 2572.87 -2 . 3 9 % -1.66 % -1 . 2 1 % -2 . 3 3 % -0.41%-0.41%-0.41%-0.41% -1 . 5 0 % TBC-MATCH: 2572.92 TBC: 2572.80 TBC: 2572.74 TBC: 2572.72 TBC: 2572.70 -0 . 4 0 % TBC: 2572.55 TBC: 2572.39 TBC: 2573.22TBC: 2572.86TBC: 2572.82 TBC: 2573.39 TBC: 2573.58 TBC: 2573.64 TBC: 2573.88 LIP: 2573.51 FL: 2573.37 CON: 2573.35 -0.5%-1 . 7 % FL: 2573.26 CON: 2573.93 CON: 2573.95 -1.0% - 1 . 0 % 0 . 6 % -7 . 9 % MATCH -BOW: 2573.95 TBC-MATCH: 2573.85 LIP-MATCH: 2573.54 LIP: 2573.39 LIP: 2573.50 TBCR: 2574.03 TBCR: 2573.92 TBCR: 2573.96 LIP: 2573.43 TBC: 2574.00CON: 2574.00 CON: 2573.47 FL: 2573.47 FL: 2573.44 -7 . 5 % -0 . 8 % -0.1% 0.0% TBC: 2574.22 CON: 2573.97 CON: 2574.19 -0.5% -0.5% -0.5% TBC: 2574.34 TBC: 2573.53 TBC: 2573.83 TBC: 2574.16 TBC: 2574.42 TBC: 2574.45 TBC: 2573.90 FG: 2573.50 FG: 2574.00 TBC: 2573.95TBC: 2573.36 TBC: 2572.56 TBC: 2572.64 TBC: 2572.86 TBC: 2572.91 TBC: 2573.14 TBC: 2573.27 TBC: 2573.18 TBC: 2573.00 TBC: 2572.78 LIP: 2572.85 TBC: 2573.21 LIP: 2572.80 LIP: 2572.90 LIP: 2573.12 LIP: 2573.24 LIP: 2573.19 TBC: 2573.28 TBC: 2573.50 TBC: 2573.62 TBC: 2573.57 TBC: 2573.18 TBC: 2573.22 TBC: 2573.18 - 1 . 9 9 % -0.9 5 % -1 . 3 5 % - 1 . 9 2 % LIP: 2572.02 LIP: 2572.14 LIP: 2572.05 - 2 . 6 0 % - 2 . 6 0 % -2 . 6 0 % -1.40% -1. 9 4 % - 1 . 9 4 % -0.40% -0.40% -0.40% - 1 . 5 0 % TBC: 2572.00 AC: 2573.90 N: 723194.37 E: 2449108.326 AC: 2573.70 N: 723147.73 E: 2449107.986 AC: 2573.56 N: 723117.18 E: 2449108.125 AC: 2571.98 N: 723297.90 E: 2448851.161 TBC: 2572.68 TBC: 2572.36 TBC: 2572.84 TBC: 2573.14 TBC: 2573.44 TBC: 2573.76 TBC: 2573.80 TBC: 2573.88 TBC: 2572.12 -1.3 2 % -0 . 5 8 % -0 . 4 0 % TBC: 2574.03 TBC: 2572.27 -0 . 0 9 % -6. 4 1 % -6.41 % AC: 2571.71 N: 723313.44 E: 2448835.837 AC: 2571.88 N: 723259.04 E: 2448850.887 AC: 2572.51 N: 723112.50 E: 2448849.853 AC: 2572.48 N: 723080.82 E: 2448843.385 LIP-MATCH: 2572.48 LIP: 2571.70 LIP: 2571.95 -0 . 4 8 % -2.0% -4.3% -3.7% -0 . 3 9 % LIP: 2571.76 LIP: 2572.37 -3.8% -3.8% -2.3% -1.7% -3.6% -4.3% -3.6% -3.4% -1.5% -0 . 3 4 % -0 . 3 5 % AC: 2572.51 N: 723080.78 E: 2448849.629 -0 . 4 5 % -2.7% -1.0% AC: 2572.15 N: 723168.34 E: 2448850.247 LIP: 2572.12 -1 . 4 0 % -1.1 % -2.6 % TBC: 2572.32 TBC: 2572.15 TBC: 2572.14 TBC: 2572.50 TBC: 2572.75 TBC: 2572.78 TBC-MATCH: 2572.86 LIP: 2572.41 MATCH EX: 2571.43 MATCH EX: 2571.30 MATCH EX: 2570.95 MATCH EX: 2571.17 MATCH EX: 2571.31 MATCH EX: 2571.24 MATCH EX: 2571.15 MATCH EX: 2574.18 -1.5% - 1 . 3 % -2 . 0 % LIP: 2572.04 LIP: 2572.02 LIP: 2572.49 -2 . 2 % LIP: 2573.97 TBC: 2572.51 TBC: 2573.35 TBCR: 2574.38 FL: 2573.91 TBCR: 2574.38 FG: 2571.05 FG: 2570.70 FG: 2570.92 FG: 2571.06 FG: 2571.00 FG: 2570.90 -1.5% CON: 2574.05 -1 . 2 % LIP: 2573.14 AC: 2573.81 AC: 2573.81 TOC: 2574.31 AC: 2573.81 TOC: 2574.30 AC: 2573.80 TOC: 2574.31 AC: 2573.81AC: 2573.80 -1.00%-1.13%-0.80% -3.00% - 1 . 7 3 % -1 . 5 0 % -1.50% TBC: 2573.22 TBC: 2572.81 TBC: 2572.70 TBC: 2572.54 Sheet No. Project No. Client Approval: Design Phase: 100% CD Document Phase: Engineer Stamp Issue Date: Drawn By: Checked By: RemarksRevisionDate THIS DRAWING DEPICTS IDEAS, DESIGNS, PLANS, AND DETAILS WHICH ARE PROPRIETARY TO SLICHTER|UGRIN ARCHITECTURE. THEY WERE CREATED, DESIGNED, AND DEVELOPED FOR USE SOLELY IN CONNECTION WITH THE PROJECT SHOWN ON THIS DRAWING AND MAY BE USED ONLY WITH THE PERMISSION OF SLICHTER|UGRIN ARCHITECTURE. NO TRANSFER OF ANY RIGHTS THERETO IS INTENDED OR GRANTED BY DELIVERY HEREOF, AND EXCEPT UPON THE WRITTEN PERMISSION OF SLICHTER|UGRIN ARCHITECTURE. THIS DRAWING IS NOT TO BE DISCLOSED IN ANY WAY FOR PROJECTS OTHER THAN THE SPECIFIED PROJECT. COPYRIGHT © 2017 SLICHTER|UGRIN ARCHITECTURE 16056 CO N S T R U C T I O N D O C U M E N T S ( 6 - 2 8 - 1 7 ) Plans Are Accepted For Public Street Construction -- COPYRIGHT 2017 ERICKSON CIVIL, INC. ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION OF ERICKSON CIVIL, INC. IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION. 6213 N. Cloverdale Rd, Ste 125 Boise, Idaho 83713 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil P R O F E S S I O N AL E OHADIFOETA T S E R I C K S O N KSSO R 1 0 8 1 3 NGIN E E R R E G I STERE D APPROVED FOR CONSTRUCTIONIDAHO 6-28-17 06.28.2017 1750 W. McMillian Rd. - Meridian, Idaho 83646 Northpointe Subdivision Commercial Retail Building Blackhawk Investments, LLC Lot 3 of Block 1 Northpointe Commercial Sub. Feet 0 10 20 C2.0 Grading & Drainage Plan Keyed Notes 1.SEE SHEET C4.2 AND THE PROJECT GEOTECHNICAL REPORT FOR EARTHWORK REQUIREMENTS. 2.SEE ELECTRICAL PLANS FOR TRANSFORMER LOCATION AND SITE ELECTRICAL. 3.ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 1.5% - NO TOLERANCE IS ALLOWED ABOVE THE MAX LONGITUDINAL SLOPE. 1.RETAIN & PROTECT EXISTING POWER. 2.RETAIN & PROTECT EXISTING SEWER. 3.RETAIN & PROTECT EXISTING STORM DRAIN. 4.RETAIN & PROTECT EXISTING PRESSURE IRRIGATION - SEE LANDSCAPE PLANS FOR REQUIREMENTS. 5.EXISTING TELEPHONE PEDESTAL TO BE RELOCATED BY CENTURY LINK. CONTRACTOR SHALL PROVIDE ALL COORDINATION WITH CENTURY LINK AND FACILITATE REMOVAL/RELOCATION OF THE EXISTING TELEPHONE PEDESTAL TO A NEW LOCATION - NO SEPARATE PAYMENT SHALL BE MADE. OWNER WILL PAY CENTURY LINK DIRECTLY FOR CENTURY LINK COSTS. SEE ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. 6.EXISTING CABLE PEDESTAL TO BE RELOCATED BY CABLE ONE. CONTRACTOR SHALL PROVIDE ALL COORDINATION WITH CABLE ONE AND FACILITATE REMOVAL/RELOCATION OF THE EXISTING CABLE PEDESTAL TO A NEW LOCATION - NO SEPARATE PAYMENT SHALL BE MADE. OWNER WILL PAY CABLE ONE DIRECTLY FOR CABLE ONE COSTS. SEE ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. 7.RETAIN & PROTECT EXISTING SIDEWALK. 8.RETAIN & PROTECT EXISTING ASPHALT PAVEMENT. 9.RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. 10.RETAIN & PROTECT EXISTING VALLEY GUTTER. 11.SAWCUT AND MATCH EXISTING PAVEMENT. 2-FOOT WIDE MIN. ASPHALT PATCH, OR WIDER AS SHOWN OTHERWISE. ASPHALT PATCH SHALL SLOPE DOWNWARD TOWARDS CURB LINE AT 1.0% TO 4.5%; AND LONGITUDINAL SLOPE OF NEW CONCRETE CURB AND GUTTER SHALL SLOPE DOWNWARD IN THE DIRECTION SHOWN, AND MATCH THE EXISTING CURB AND GUTTER AT POINTS OF CONNECTION TO EXISTING CURB AND GUTTER. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM THAT THE REQUIRED PAVEMENT AND CURB & GUTTER SLOPES WILL BE ACHIEVED PRIOR TO PLACING ANY CONCRETE. CONTACT ENGINEER IMMEDIATELY IF FIELD CONDITIONS VARY FROM THE DESIGN ELEVATIONS. ASPHALT REPAIR SHALL BE PER ISPWC STANDARDS FOR STREET REPAIRS PER SD-301, SD-303 AND SD-806 (MINIMUM CROSS SLOPE). 12.SAWCUT AND MATCH EXISTING CURB AND GUTTER. 13.ONSITE ASPHALT PAVEMENT - (SEE 6/C4.0). 14.6" VERTICAL CURB WITHOUT GUTTER, TVC (SD-701A) - (SEE 3/C4.0). 15.6" VERTICAL CURB AND GUTTER (TBC) PER ISPWC SD-701 - (SEE 1/C4.0). 16.6" REVERSE VERTICAL CURB AND GUTTER (TBCR) PER ISPWC SD-701 - (SEE 2/C4.0). 17.TRANSITION GUTTER PLATE (TBC) FROM STANDARD PLATE TO REVERSE PLATE (TBCR). 18.18-INCH WIDE CONCRETE CHANNEL THRU PLANTER ISLAND MAINTAIN CURB SLOPE THRU PLANTER WITH POSITIVE DRAINAGE AS SHOWN. 19.5-FOOT CONCRETE CURB TERMINUS PER ISPWC SD-707. 20.CONCRETE VALLEY GUTTER PER ISPWC STANDARD DRAWING SD-708 - (SEE 8/C4.0). 21.ONSITE CONCRETE SIDEWALK PER ISPWC STANDARD DRAWING SD-709 - (SEE 4/C4.0). 22.THICKENED EDGE CONCRETE SIDEWALK - (SEE 5/C4.0). 23.ONSITE RIGID CONCRETE PAVEMENT SECTION - (SEE 7/C4.0). 24.UNDER SLAB AND UNDER FOOTING EARTHWORK PREPARATION REQUIREMENTS - (SEE 1/C4.2). 25.STORM DRAIN SYSTEM - (SEE C2.1). 26.PROPERTY LINE. 27.RETAIN & PROTECT FENCE. 28.GRADE BREAK. 29.MATCH GRADE AT BACK OF SIDEWALK 30.MATCH EXISTING GRADE AT FENCE. 31.GRADE SWALE ALONG PROPERTY LINE, NO SITE STORM WATER ALLOWED TO FLOW ON TO THE ADJACENT PROPERTY TO THE WEST - (SEE 1/C2.0) 32.ADA PARKING, LOADING AREA AND ACCESSIBLE ROUTE TO BUILDING - GRADES IN THIS AREA SHALL NOT EXCEED 1.9% IN ANY DIRECTION. FINISHED PAVEMENT SLOPES WILL BE CONFIRMED IN FIELD BY ENGINEER. NON-CONFORMING WORK SHALL BE REMOVED AND REPLACED. 33.CONCRETE PEDESTRIAN RAMP PER ADA STANDARDS. THE LONGITUDINAL SLOPE OF THE PEDESTRIAN RAMP SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 1.5% - NO TOLERANCE IS ALLOWED ABOVE THE MAX LONGITUDINAL SLOPE. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. ONSITE TRUNCATED DOMES SHALL BE TRAFFIC YELLOW. 34.TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS. 35.CONSTRUCT FLOW LINE IN CONCRETE PAVEMENT WITH POSITIVE DRAINAGE TO CURB AND GUTTER FLOW LINE. 36.6" REVERSE VERTICAL CURB AND GUTTER (TBCR) FOR USE ALONG BUILDING WITHIN DRIVE-THRU - (SEE 9/C4.0). 37.EXTERIOR SLAB EDGE AT PATIO - SEE STRUCTURAL DETAIL 8/S2.0. SEE ARCHITECTURAL FOR RAILING REQUIREMENTS. 38.RETAIN & PROTECT EXISTING GAS. 39.SAWCUT AND MATCH EXISTING PAVEMENT. Notes PROPERTY LINE 1 C2.0 11 22 2 2 3 33 3 44 4 5 6 77777 8 8 8 8 8888 8 8 8 8 8 88 9 9 9 9 9 99 9 9 1 10 10 11 11 11 11 11 39 11 111111 1111 11 1111 1111 1111 1111 11 8.19' 6.01' 11 3.00' 6.01' 3.00' 6.00' 3.00' 6.00' 6.00'3.00' 2.00 ' 2. 0 0 ' 2. 0 0 ' 2. 0 0 ' 21 . 3 5 ' 5.00' 7. 0 0 ' 15.00' 6. 0 0 ' 21 . 6 7 ' 6. 0 0 ' 3.50' 12 12 12 13 13 13 13 13131313 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 1313 13 13 13 13 13 13 13 13 14 14 1515 15 151515 15 15 15 15 15 15 15 15 15 15 15 151515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 16 16 16 16 36 36 17 17 18 18 19 20 20 20 21 21 21 21 21 21 21 222222 22222222 22 22 22 22 22 23 23 24 24 24 24 24 24 24 24 25 25 25 25 26 26 26 26 27 27 28 28 28 28 28 28 28 28 28 28 28 29292929 30 30 30 PROPERTY LINE 2.0' SW A L E C / L SLOPE PER PLAN SLOPE PER PLAN NORTHPOINTE SITE ADJACENT PROPERTY TO EAST FINISHED GRADE NOTES: 1.FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE FROM WEST PROPERTY LINE TO THE SWALE. PROVIDE CHECK BERMS IN SWALE AT 50 FOOT INTERVALS TO RETAIN WATER WITHIN SWALE. NO STORM WATER RUN ON TO ADJACENT PROPERTY TO THE WEST IS PERMITTED. 0. 2 5 ' GRADING ALONG WEST 31 31 31 32 32 32 32 33 33 4.50' 7. 0 0 ' R 3 . 5 0 ' 5.00' 7 . 0 0 ' 4 . 0 0 ' 5.00' 34 35 36 END START 2. 0 0 ' 15 37 37 37 3.00' 2 . 0 0 ' 2.00' 13 13 2. 0 0 ' 2.00' 2.66' 2.00' 16 16 17 38 38 15 15