Attachment A - Addendum2_sheets_3.18.25_rev

Description

(505) 881-5357 Albuquerque, NM Attachment A 1-4 2014-0030A-PW/PL-2 570170 P . L W MEX I O C EY NE E O BU K K R 570171 O PR 3/18/2025 FE SS I ONA L E NG ER 24135 E IN Burke Lokey 1 ADDENDUM 2 3/18/25 ACS SANTA FE COUNTY ALL WEATHER CROSSING LOS PINOS AT ARROYO HONDO 1 SUMMARY OF QUANTITIES 2014-0030A-PW/PL-2 1-4 (505) 881-5357 Albuquerque, NM SEE ROADWAY PLANS FOR TREATMENT 2-3 2014-0030A-PW/PL-2 CONCRETE SLOPE PAVING NOTES: SLOPE VARIES, 1.5 : 1 MAX. SEE CONCRETE SLOPE PAVING CUTOFF WALL DETAIL, THIS SHEET. WELDED WIRE FABRIC, SEE NOTE 2. P. TY . P TY 4" 1'-6" 2" SEE ROADWAY PLANS FOR TREATMENT WELDED WIRE FABRIC, SEE NOTE 2. 3" CONCRETE SLOPE PAVING FOOTING, SEE NOTE 1. 1. CONCRETE SLOPE PAVING SHALL BE PAID FOR UNDER ITEM NO. 511200 - STRUCTURAL CONCRETE, CLASS A-4", MEASURED BY AREA OF THE EXPOSED SURFACE OF THE PAVEMENT. CONCRETE SLOPE PAVING CUT OFF WALLS AND FOOTINGS SHALL BE INCLUDED IN THE COST OF ITEM NO. 511200 AND NO ADDITIONAL MEASUREMENT OR PAYMENT SHALL BE MADE. 2. WELDED WIRE FABRIC SHALL BE 6 X 6, W2.9 X W2.9 (WT. 0.42 LBS./SQ. FT.) CONFORMING TO SECTION 540 OF NMDOT STANDARD SPEC. SPLICES IN WELDED WIRE FABRIC SHALL BE MADE WITH A LAP OF AT LEAST 6". WELDED WIRE FABRIC SHALL BE INCLUDED IN THE COST OF ITEM NO. 511200 AND NO ADDITIONAL MEASUREMENT OR PAYMENT SHALL BE MADE. 3. SEE NMDOT STD. DWG. 511-05 FOR DUMMY JOINT AND PERMISSIBLE KEYED CONSTRUCTION JOINT DETAILS. PLACE DUMMY JOINTS AT 15'-0" SPACING. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE PROJECT MANAGER. 4. SEE ROADWAY PLAN & PROFILES (3-SERIES) AND TYPICAL SECTIONS FOR SLOPE PAVING LOCATIONS. 1'-0" 6" CONCRETE SLOPE PAVING TYPICAL SECTION 3" 3" 1'-0" TYPICAL CUTOFF WALL 1 4:1 I ES 1' 4:1 *VAR *VAR 4:1 IES CUT SLOPE EDGE OF SHOULDER 4.00' FILL SLOPE SLOPE SELECTION DETAILS * NOTE: 2.00' MIN. SEE CROSS SECTION SHEETS 10:1 OR FL ℄ DETOUR ATTER 2:1 OR F LAT 26.00' DRIVING SURFACE 2.00' TEMP. CWB 12.00' LANE 12.00' LANE VARIES 2 :1 TER PROFILE GRADE METAL BARRIER LAYOUT DETAIL VARIES FOR ADDITIONAL DETAILS, SEE NMDOT STANDARD DRAWING 606-GR31-6/20 3:1 3:1 2:1 1 HMA, TEMP.