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2013-04-05 Addendum No 2T,=,\ � DO 0 E H DO UL) M H 0 . 2 A P V J 3, 2011 2�) CKY of schsF�hz saccoF corulp0aGK RFCSP Ho. 13=1PK=12-C-02 9�eNTOV AZ • • *Goo 1896 Q► *0o ...... ..... The contract documents are herby revised or clarified per the following comments. This addendum is to be noted on the bid -form and becomes part of the contract documents for this project. Kani Refavance Dascfttjor] 1 Construction Modification: Detail 2, Sheet L3; the label of the detail has been Documents modified to read "Decomposed Granite Trail"; there is no concrete banding on either side of the trail. 2 Potential Bidder Clarification: Question: "is the Owner responsible for any Utility A, QuesLion Company design and installation ?" Answer.- Yes. 3 Potential Bidder Clarification: Question: "is the Owner responsible for the Question transformer ?)) Answer: Yes. 4 Potential Bidder Clarification- Question: 1s the Owner responsible for Impact Question Gees ?)) Answer: Yes. 5 Potential Bidder Clarification-. Question: 1t is our understanding that the excess Question 0. spoils from the baseball field project will be used as the fill material for the soccer com&x. Can you verify quantities, also if the material is suitable for fills at the soccer comple)( and what type of top soil? This will make a big difference in the cost of the dirt work portion. Thank you for your)"rime. Answer- See sheet C5.`� Overall Gra6ng Ran; on the right hand side of that sheet there is a bo X that shows the cut /fill C2lCLflad- on on site plus the amount expected to come from the baseball complex. 47,558 CY (fill) minus approx. 19,000 from the baseball gives you the 28,558 CY of imported fill that is needed for the soccer fields. The fill material from the baseball field is suitable for fills. A minimum of 2" of topsoil is to be placed on the site for all ball field areas and non -ball field areas; see specification 02923 Landscape Grading. See specification 02221 Rough Grading, Section 2.3 materials, general fill for description of fill material. 6 Potential Bidder Clarification: Question: "Can we use A -2 Base under the asphalt Question paving ?" Answer: Yes; grades 1 or 2 is allowed for the parking area per page 31 of the geotechnical report. 7 Construction Modification: Detail 1, Sheet L3 has been revised; (see attached). Documents 8 Construction Modification: Detail 3, Sheet L3 has been revised; (see attached). Documents 9 Construction Modification: Sheet A2.1; the "Toilet Fixture Schedule" has been Documents revised; the "Room Finish Schedule" has been revised with notes regarding insulation in the walls and ceiling (see attached). 10 Construction Modification: Sheet C2.1; the "New Fence" indicated on sheet Documents C2.1 refers to the "6' Perimeter Fence" as shown on Detail 3, Sheet L3. 11 Construction Clarification: Sheet E -1; the transformer indicated on the "Site Documents Power Plan" will be constructed by the Owner; the general contractor is responsible for the electrical improvements as shown from the meter on to the building. 12 Construction Clarification: All of the "C" series sheets in the construction Documents document package have the incorrect field numbering for fields 9, 10, and 11; the general contractor is to follow the field numbering system for the fields as shown on sheet L1 and E -1. 13 Project Manual Clarification: Bid Form, Section 00300: the individual bid amount for Bid Alternates 3, 4, 5, 6, and 7 should include the controls and monitoring of lighting for each field in that particularly field's bid alternate price; for example: the bid alternate amount for field 8 will include the controls and monitoring of lighting (lighting control cabinet) to operate field 8; the bid alternate amount for field 9 will include the controls and monitoring of lighting (lighting control cabinet) to operate field 9; etc. Should the Owner elect to accept two or more of Bid Alternates 3, 4, 5, 6, and 7 then the Owner will discuss with the contractor consolidating the control cabinets as End of Addendum No. 2 applicable. 14 Project Manual Clarification: Bid Form, Section 00300: all sports field lighting (including all wiring, conduit, and trenching from the new building to the field, purchase and install of light standards and fixtures, controls and monitoring of lighting (lighting control cabinet), connecting power to the field lights and commissioning the system) are to be included in the additive bid alternates as outlined in the bid form; no field lighting is to be provided to fields 1 thru 7 in either the base bid or through additive bid alternates; however, the conduit for future field lighting to fields 1 thru 7 as shown on sheet E -1 is to be a part of the base bid. 15 Project Manual Clarification: Bid Form, `Section 02923 Landscape Grading, 3.3 Placing Topsoil': a minimum of 2" of topsoil is to be placed on the site for all ball field areas and non -ball field areas. 16 Project Manual Addition: Section 1.2F of page 4 of 24 references "the prevailing wage rate requirements described in the Agreement ". The rates have been added as part of Section 1.2 (see attached). End of Addendum No. 2 EXTRA LARGE BARREL HINGE ASSEMBLY WITH GREASE FITTINGS; (2) PER GATE CONNECTION TO 6" END POST I -� GATE LATCH ASSEMBLY NOTE: ALL FENCE RELATED METAL TO BE PAINTED SHALL 3 1/2" X 3 X" X X" SQ. STEEL TUBING POST WITH CAP; BE CLEANED AND PRIMED WITH KEM KROMIK UNIVERSAL PAINTED BLACK METAL PRIMER BY SHERWIN- WILLIAMS OR APPROVED 2 }" NOMINAL STD ROUND STEEL EQUAL PRIOR TO PAINT APPLICATION. PAINT SHALL PIPE - TYPICAL BE SHERW IN- WILLIAMS SW7020 BLACK FOX OR PAINTED BLACK APPROVED EQUAL. REFER TO SPECIFICATION 09900. 4' X 2" X 4" WELDED HORSE PANEL; 6 GA. - GALVANIZED - PLUNGER ROD ASSEMBLY, PAINTED BUCK ENTRY DRIVE - SEE "C" SHEETS QENTRY DRIVE GATE ELEVATION SCALE: 3/4 "= 1'4" CONCRETE FOOTER TYPICAL Im 6" X 6" X 1/2" SQ. STEEL TUBING END POST WITH CAP;TYPICAL' PAINTED BLACK SLOPE DRAIN OF CONCRETE AWAY FROM POST SLOPE TO DRAIN 1' -6" DIA. -TYP. 8' -0" MAX. TYP. WELD CAP ON POST 2 }' NOMINAL STD ROUND STEEL GRIND EDGES SMOOTH PIPE - TYPICAL PAINTED BLACK 3 1/2" X 3 Y2" X %" SQ. STEEL TUBING POST WITH CAP AT 8' ON CENTER MAX.; PAINTED BLACK 4' X 2" X 4" WELDED HORSE PANEL; 6 GA. - GALVANIZED FINISH GRADE NOTES: 1. GRIND ALL WELDS SMOOTH 2. ALL FENCE RELATED METAL TO BE PAINTED SHALL BE CLEANED AND PRIMED WITH KEM KROMIK UNIVERSAL METAL PRIMER BY SHERWIN- WILLIAMS OR APPROVED EQUAL PRIOR TO PAINT APPLICATION. PAINT SHALL BE SHERWIN- WILLIAMS SW7020 BLACK FOX OR APPROVED EQUAL. REFER TO SPECIFICATION 09900. CONCRETE FOOTER 3000 PSI 6' PERIMETER FENCE ELEVATION SCALE: 1 "= 1' -0" " TYP Ya TYP. 8 1 /A3.1 7 FLOOR PLAN KEYED NOTED F- m 1 O1 ALL WALL ARE TYP A AS DEFINED BY SHEET A2.1 UNLESS � I OTHERWISE NOTED A - I- ------------ - -- - - - - - - - -- - FF - - - - - -- O FLOOR DRAIN, FLOOR AREA TO SLOPE TO DRAIN O FLOOR SINK FOR ICE MACHINE I ® BABY CHANGING STATIONS MOUNTED TO WALL a 8 FLOOR MOUNTED JANITOR SINK 47' -4" r -4 D' -6" to' -B" 11L -8' © WATER FOUNTAIN, RE: ELEVATIONS ON SHEET All FOR /// MOUNTING HEIGHTS F- ) $ o L O NOT USED B �- - - - - - -�- - - - - � 1 -4%A3� � ® ROOF OVERHANG I° 110 \ ° 6' -e' Og NOT USED 2 &3/A5. " IJI FAMILY T4 A e ARESTROOM T/. _ m _ T7 ` S 100 102 m CLEAN MORTAR JOINT IN PLUMBING CAVITY STORAGE PANTRI T6 m T6 T3 T6 11 CDX PLYWOOD ON 3 %" METAL STUDS O 80 i4 �\ // \Y 8 12 TWO 4" CONDUITS FROM IT ROOM TO STUB OUTSIDE OF I°, s IT SIDEWALK. CAP CONDUITS - ALL BENDS TO SWEEP PER CITY OF _ SCHERTZ REQUIREMENTS FOR FIBER LINES v on+ i 71A4.1 PT2 / I I I io I I T TS I - - -- 1 D - + - - -T I I 3 T7 n 4a6/A5.1 2 s V T5 T4 a - -- - - - - - -m - T2- - -- - - -- — I 1 - I T - - - - - T T — 2 T EN'S 2 STROOM 1 T5 10 T5 ?� 108 T2 WOMEN'S r- — —, STRUCT. RESTROOM CD CONCESSIONS T2 d' L A ( m III jO HEAD T2 T2 \ < CEILING AS SCHED. ( l¢ I 1/A5.1 q \� CO 1/A5.1 8" CMU WALL, v I m PAINTED 10 I m T2 T2 T2 N Q PLAN I 2 2 T 2 I I I D- - - - — - - - III - - - - - - - - — - - -T2 T2 \ T2 \ T4 T2 / T4 1 / T3 '-0 10'_2" T3 1 I 1 i t 11 I' n D B I -- 103 % ro 107 OFFICE IT 105 5 J/C FIRST AID I� 01 104 ELEC. ROOM I E ------------ - — - - — - - - — — - - - — - - L� 12 /A5.I SIM 7' -4' 11 o6' -0^ ITF B' -0 11/A5.1'* 12/A5.1 SIM 12 A . I 4P_q f I I II I I I I I 16 I I I I ,2 I I I I I II I I ii �- ---- - - - - -- I + - - - - - -- - - -- ' — 18-0 12' I T -11 1 /2" 11-4' 16-0" 18' -0• I I 1 FLOOR PLAN ATHLETIC SCHERTZ E 3/16 ":1' ROOM FINISH SCHEDULE ROOM FLOOR WALLS CEILING WALL DETAIL B NAME NAME MATERIAL BASE NORTH SOUTH EAST WEST TRIM MATERIAL CLG HT NOTES 100 STORAGE SEALED CONCRETE NONE PT1 PT1 PT1 PT3 PIP ELL PT2 PT2 OPEN TO STRUC. CORRUGATED METAL S -0 x 7 -2" A 101 CONCESSIONS SEALED CONCRETE NONE PTT PT1 102 PANTRY SEALED CONCRETE NONE PT1 PTT PT3 PTT PT2 CORRUGATED METAL 103 104 OFFICE I.T. SEALED CONCRETE SEALED CONCRETE NONE NONE PT1 PT1 PT PT3 PT2 G.W.B. G.W.B. 9' -0" Rig BATT INSULATION IN ALL 4 WALLS. R30 BATT INSULATION ON TOP OF PT1 PT1 PT1 PT3 PT2 9' -0" 105 FIRST AID SEALED CONCRETE NONE PT1 PT1 PTT PTT PT2 G.W.B. 9' -0" CEILING 106 J/C SEALED CONCRETE NONE PTT PT1 PT1 PT1 PT2 CORRUGATED METAL D108 wxm icsmm 107 ELEC. ROOM SEALED CONCRETE NONE P71 PT1 PT1 PT1 PT2 OPEN TO STRUC, ueusumxwu 3'' -0 x 7 -2" 108 109 WOMEN'S RESTROOM MEN'S RESTROOM SEALED CONCRETE SEALED CONCRETE NONE NONE PTT PT1 PT1 PT1 PT2 PT2 CORRUGATED METAL CORRUGATED METAL W -0" A PTT _ PT1 PIT PT1 9' -0° 110 FAMILY RESTROOM SEALED CONCRETE NONE PTT PTT PT1 PTi PT2 CORRUGATED METAL 9' -0' NONE DD 2 DOOR SCHEDULE 8" CMU WALL, 1 SILL PAINTED - - — BASE AS SCHED. o I I I I I 3' -0' I I I I I J 1 $IM 8 _3 TOILET FIXTURE SCHED T1 - SEMI RECESSED DOUBLE ROLL TOILET TISSUE HOLDER, WALL MOUNTED- BOBRIC 83888 T2 - COMPARTMENT PARTITION MOUNTED DOUBLE ROLL TOILET TISSUE DISPENSER SINGLE SIDE- BOBRIC B -386 T3 - 42" STAINLESS STEEL GRAB BAR, WALL MOUNTED - BOBRIC B -5806x 42 T4 - 36' STAINLESS STEEL GRAB BAR, WALL MOUNTED - BOBRIC B -5806x 36 T5 - SOAP DISPENSER- BOBRIC B -41112 T6- XLERATOR XL -GR T7 - MIRROR- BOBRIC B- 1651824 • REFER TO AS SHEETS FOR MOUNTING HEIGHTS STRUCT. z *NOTE- REPLACE 5/3" tw GYPSUM WALL BOARD W zo of HEAD CDX PLYWOOD N T 104 r_A_'� IN N P4 WfJI R19 BATT INSULATION A 8" CMU WALL, P SED WALL DETAIL B SIDE PAINTED WE 5/8 GYPSUM WALL SCALE: N.T.S. PLAN BOARD wC 4" MTL. STUDS AT 16" > 0. C. METAL 8" CMU WALL, EXPOSED STRUCT. SILL SIDE PAINTED PAINTED BASE AS SCHED. r_A_'� WALL DETAIL A MATERIAL WALL DETAIL B LABEL FRAME AL SCALE: N.T.S. NOTES A2.1 SCALE: N.T.S. S -0 x 7 -2" S -0 x 7 -2" A METAL PAINTED PAINTED STRUCT. METAL PAINTED STRUCT. U ( A METAL METAL PAINTED D102 ruim S -0 x 7 -2" A METAL *NOTE- REPLACE 5/8" z METAL PAINTED u z0 D103 oma S -0 x 7 -2" A METAL GYPSUM WALL BOARD WITH iti METAL PAINTED D104 '� HEAD A METAL PAINTED NONE CDX PLYWOOD IN IT 104 �� HEAD D105 OAA, Ro 3' -0 x 7 -2" S -0 x 7 -2" �¢ METAL PAINTED NONE METAL METAL PAINTED PAINTED D106 1A A METAL PAINTED NONE D107 E. No 3' -0 x 7 -2" A METAL PAINTED NONE METAL PAINTED D108 wxm icsmm CEILING AS SCHED. ADOZ A METAL PAINTED CEILING. AS SCHED:. PAINTED D109 ueusumxwu 3'' -0 x 7 -2" A METAL 6" CMU WALL, METAL PAINTED �Rl B AIT INSULATION rumr acsmcox S -0 x 7 -2" 48" x 30" A METAL PAINTED NONE NONE w PAINTED PAINTED DOOR MOUNTED 24" A,FF W L WE METAL D112 vwxewc .¢ccn 46" x 30" A METAL PLAN NONE BOARD N PLAN DOOR MOUNTED 24" A,F,F, Q 4" MTL. STUDS AT 16" > 0. C. 8" CMU WALL, 6" CMU WALL, SILL PAINTED SILL PAINTED BASE AS SCHED. BASE AS SCHED. WALL DETAIL C A2.1 SCALE: N.T.S. AT " "' USE 6" METAL STUD D WALL DETAIL D A2.1 SCALE: N.T.S. NO LOC. SIZE TYPE MATERIAL FINISH LABEL FRAME FRAME ADWARE NOTES D100 DiD1 srou.w¢ mnarnoxs S -0 x 7 -2" S -0 x 7 -2" A METAL PAINTED PAINTED NONE NONE METAL PAINTED i U U ( A METAL METAL PAINTED D102 ruim S -0 x 7 -2" A METAL PAINTED NONE METAL PAINTED u D103 oma S -0 x 7 -2" A METAL PAINTED NONE METAL PAINTED D104 la S -0 x 7 -2" A METAL PAINTED NONE METAL PAINTED D105 OAA, Ro 3' -0 x 7 -2" S -0 x 7 -2" A METAL PAINTED NONE METAL METAL PAINTED PAINTED D106 1A A METAL PAINTED NONE D107 E. No 3' -0 x 7 -2" A METAL PAINTED NONE METAL PAINTED D108 wxm icsmm S -0 x 7 -2" A METAL PAINTED NONE METAL PAINTED D109 ueusumxwu 3'' -0 x 7 -2" A METAL PAINTED NONE METAL PAINTED D110 D111 rumr acsmcox S -0 x 7 -2" 48" x 30" A METAL PAINTED PAINTED NONE NONE METAL METAL PAINTED PAINTED DOOR MOUNTED 24" A,FF A METAL D112 vwxewc .¢ccn 46" x 30" A METAL PAINTED NONE METAL PAINTED DOOR MOUNTED 24" A,F,F, DOOR TYP -A 2 'E w U Q z Z n 5W Lu b E t U N N ED W i i U U ( (j) Q = /Z - ^ °'n u U w V Q x ,H V / u Lu u Z Q ' c a' 10 J 2 'E I kjBE U IZ-I c Z E D Z n 5W J I kjBE E U N N W i i U U ( (j) U o o O - - u U —J W u kjBE http://www.wdol.gov/wdol/scafiles/davisbacon/TX61.dvb?v=O General Decision Number: TX120061 01/06/2012 TX61 Superseded General Decision Number: TX20100071 State: Texas Construction Type: Building Counties: Atascosa, Comal, Goliad, Guadalupe, Victoria and Wilson Counties in Texas. BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories) Modification Number Publication Date 0 01/06/2012 * SUTX1992 -007 05/14/1992 Rates Air Conditioning Mechanic ........ $ 8.50 BRICKLAYER .......................$ 10.18 CARPENTER ........................$ 8.11 CEMENT MASON /CONCRETE FINISHER ... $ 9.00 ELECTRICIAN ......................$ 8.50 FLOOR LAYER: CARPET (SOFT) FLOOR ............................$ 7.40 GLAZIER ..........................$ 8.50 Insulator ........................$ 7.25 http: / /www.wdol. gov/ wdol/ scafiles /davisbacon/TX61.dvb ?v =0 (1 of 5) [9/26/2012 10:05:16 PM] Fringes http://www.wdol.gov/wdol/scaflies/davisbacon/TX61.dvb?v=O IRONWORKER .......................$ 7.29 LABORER ..........................$ 7.25 PAINTER........... .............$ 7.25 PLASTERER ........................$ 11.00 Plumbers and Pipefitters ......... $ 8.22 Power equipment operators: Backhoe ..................... $ 7.58 Cherry Picker Crane ......... $ 9.00 Roofers: Kettlemen ...................$ 7.53 Roofers .....................$ 9.09 Waterproofers ...............$ 7.25 Sheet metal worker ...............$ 10.94 TRUCK DRIVER .....................$ 7.25 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification http: / /www.wdol. gov /wdol/ scafiles /davisbacon/TX61.dvb ?v =0 (2 of 5) [9/26/2012 10:05:16 PM] http://www.wdol.gov/wdol/scafiles/davisbacon/TX61.dvb?v=O and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non - union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198 -005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate /collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rate. Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non -union data. Example: SULA2004 -007 5/13/2010. SU indicates the rates are not union rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a- General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. http: / /www.wdol. gov /wdol/ scafiles /davisbacon/TX61.dvb ?v =0 (3 of 5) [9/26/2012 10:05:16 PM] http://www.wdol.gov/wdol/scafiles/davisbacon/TX61.dvb?v=O WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be. * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage http: / /www.wdol. gov /wdol/ scafiles /davisbacon/TX61.dvb ?v =0 (4 of 5) [9/26/2012 10:05:16 PM] http://www.wdol.gov/wdol/scafiles/davisbacon/TX61.dvb?v=O payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION http: / /www.wdol. gov /wdol/ scafiles /davisbacon/TX61.dvb ?v =0 (5 of 5) [9/26/2012 10:05:16 PM]