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Home My WebLink About025636 - Construction-Related - Contract - PI Construction Corporation�' �� C!1'Y SECRE'fARY �% � D.O.E. FII.E � � � �� a � �� V� c* ��"�n � � PROJECT MANUAL ��1� �Q�O �-� J � Issue Date 10/28/99 '.'-�i- �P S: � �C C � C4NT{?ACTOR'S BONDjNG C�. CONSTRUCTION'S CO�Y CONTRACT DOCUMENTS �ITY SECRFTARY AND SPECIFICATIONS CONTRACT Np, aSC.Q 3C0 CLIENT DEPARTMENT �� : FOR �, H��RMC�N PAR�C S�C�ER �C�MPLE� � RH�AS� I �� DOE NO. 2760 C 181 /541200/080181042010 � j� C111/541200/080111037146 1� , PARKS AND COMMUNITY SERVICES DEPARTMENT '� �I City of Fort Worth,. Texas o� y �� F�J Ld 6:� ,� � �. FOIZT��F�TH n! _._.:�-.s::--- �� ; October 28, 1999 aa :I; N� , Ownef �� f City of Fort Worth Parks and Community Servic2s Department 4200 South Freeway, Suite 2�00 Forth Worth, Texas 76115 (817) 871-5745/(817) 871-57�4 Fax David Creek — GreekD@Ci.F�rt-Worth.TX.US Landscape Architect �� MESA Design Group 3100 McKinnon Street �� Suite 905, LB 152 d' Dallas, Texas 75201 Mh 214-871-05681214-871-1507 Fax Sandra M. Bolain — sbolain@mesadesigngroup.com Bill Millsap — bmillsap@mesaaesigngroup.com Jamie Beckman —jbeckman@mesadesigngroup.com Irrigation: JeffTumer—jturne�@mesadesigngroup.com iC Harmon Park Soccer Complex Specifications Cover -1 ��f��C�01�� G�D C� U Il NJ6'v it1151�'�iW U Y UO DU�YS�UU�' ��rYO Civil Enpineer Carson-Salcedo McWilliams, Inc. 1201 Main Street, Suite 1530 Dallas, Texas 75202 214-741-4640 / 214-741-4610 �ax Mac McWilliams — Imsalcedo@aol.com Specifications IntroSpec. 1600 N. Collins Blvd. Suite 1000 Richardson, TX 75080 972-690-6600/ 972-690-3230 Fax Craig Haney - craighaney@worldnet.att.net Specifications Cover �.� � '� ,� �,� City of Fo�t Wo�th, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME 1 /25/00 **C-17833 80SOCCER SUBJECT AWARD OF CONTRACT TO PI CONSTRUCTION IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX RECOMMENDATION: PAGE 1 of 3 CORPORATION FOR � It is recommended that the City Council authorize the City Manager to execute a contract with PI Construction Corporation in the amount of $405,980.40 for improvements to the Harmon Park Soccer Complex. I] I�J '� DISCUSSION: The 1998 Capital Improvement Program (CIP) allocated $300,000.00 for the master plan design and phase 1 development of a multi-field soccer complex. The 1993 CIP—Transportation and Public Works Park Roads and Parking allocated $250,000.00 for parking improvements at Harmon Park. The allocated funds for this project total $550,000.00. On February 9, 1999 (M&C C-17269), the City Council approved an award of contract to Mesa Design Group in the amount of $69,300.00 for the master plan design and preparation of phase 1 construction documents. The project was advertised for bid November 4 and 11, 1999. On December 2, 1999, the following � bids were received: Bidders � PI Construction Corporation Joe R. Jones Construction Qualityscape, Inc. � Randall & Blake, Inc. Modern Contractors Creative 4 Construction �I� u �� I� U �� Bidders ' PI Construction Corporation Joe R. Jones Construction Qualityscape, Inc. Randall & Blake, Inc. Modern Contractors Creative 4 Construction Base Bid $367,042.40 $393,149.69 $426,029.05 $432, 018.89 $444,490.37 $438,493.25 $ $ $ $ $ $ Alt. 5 4, 735.00 2,400.00 5,310.00 3,000.00 4,290.00 2,200.00 Alt. 1 $ 1,311.00 $10,800.00 $ -0- $30,653.70 $ 1,170.00 $19,225.00 Alt. 6 $ 2,000.00 $ 9,440.00 $ -0- $ 4,800.00 $11,570.08 $15,312.00 Alt. 3 $ 5,286.00 $ 3,900.00 $ 7,746.00 $ 9,000.00 $ 5,769.00 $12,000.00 Alt. 7 $11,250.00 $12,593.75 $ -0- $22,175.00 $15,112.50 $16,875.00 Alt. 4 $11,256.00 $ 7,500.00 $ 7,725.00 $ 9,000.00 $10,702.02 $24,000.00 Alt. 8 $ 3,900.00 $ 2,762.50 $ . -0- $31,200.00 $ 4,699.50 $19,500.00 I�l � �1 �� DATE �1 /25/00 SUBJECT I� � � � � LJ �' L■J I�I � � � I�I LJ City of Fort Worth, Texas Mayor and Council Communication REFERENCE NUMBER LOG NAME **C-17833 , sosoCCER AWARD OF CONTRACT TO PI CONSTRUCTION IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX PAGE 2 of 3 CORPORATION FOR The base bid work consists of the demolition of existing features, installation of three fields including grading, irrigation and turf establishment, fencing, concrete pedestrian access, and a 154 space asphalt parking lot with concrete curb and gutter. The recommended bid alternates are Alt. 1(increase coverage of hybrid Bermuda), Alt. 3(soccer goals), Alt. 4(bleachers), Alt. 5(drinking fountain), Alt. 6 (transplanting existing trees), Alt. 7(future concrete sidewalk), and Alt. 8(increase sidewalk to 8'-0" wide). Bid Alternate No. 2 was for the use of federal wage rates, and since no federal funds are being used for this project, the bid alternative is not accepted. It is recommended that the base bid, minus base bid Unit 1/Item 1-(demolition of existing trees) in the amount of $366,242.40, and the recommended bid alternates 1, 3, 4, 5, 6, 7 and 8 in the amount of $39,738.00, totaling $405,980.40, submitted by PI Construction Corporation, be approved for award of contract. Contract time is 80 working days. PI Construction Corporation is in compliance with the City's M/WBE Ordinance by committing to 38% participation. The City's goal for this project is 22%. The project budget will be as follows: Construction Contract Construction Phase Contingencies DOE Inspection (7%) PACSD Administration (1 %) Change Orders (5%) Total Construction Budget $405,980.40 $ 28,419.00 $ 4,060.00 $ 20,299.00 $458,758.40 The annual impact on the General Fund budget beginning FY 2000-2001 will amount to $60,000.00 as outlined in the Soccer Field Management and Development Program, Informal Report No. 8176. Harmon Park is located in COUNCIL DISTRICT 8. lJ � Ci o Fort Wo�th Teacas tY .f � p Mayor and Council 0 Communication DATE REFERENCE NUMBER � LOG NAME PAGE Q1/25/00 **C-17833 80SOCCER 3 of 3 SUBJECT AWARD OF CONTRACT TO PI CONSTRUCTION CORPORATION FOR IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX � a FISCAL INFORMATION/CERTIFICATION: � The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Parks and Community Services Fund, and the Street Improvements Fund. OLW:j � � � � � � � � �Submitted for City Manager's Office by: �Libby Watson Originating Department Head: a I FUND I ACCOUNT I CENTER I AMOUNT � (to) � 6183 I CITY SECRETARY � Ci o Fort Worth Texas tY .f � p Mayor.and Council � Communication DATE REFERENCE NUMBER LOG NAME PAGE �1/25/00 **C-17833 80SOCCER 4 of 3 SUBJECT AWARD OF CONTRACT TO PI CONSTRUCTION CORPORATION FOR IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX �I I I I Richard Zavala 5704 (from) APPROVED 1/25/00 C111 541200 080111037146 $214,892.00 � �� Additional Information Contact: C181 541200 080181042010 $191,088.40 Richard Zavala 5704 I I � � � � � p p a a . o� 0 0 o . � � r� CITY OF FORT WORTH PARKS AND COMMUNITY SERVI�ES DEPARTMENT PLA � � G AND RESOURCE MANAGEMENT DIVISION ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE HARMON PARK SOCCER COMPLEX PROJECT NO. C181/541200/080181042010 C 111 /541200/080111037416 Bid Due Date: Thursday, December 2, 1999 at 1:30 p.m. Bid Opening Date: Thursday, December 2, 1999 at 2:00 p.m. The Contract Documents for the above referenced project are hereby revised and amended as follows: ITEM 1 — PROPOSAL DEMOLTTION 1. Add Iine item for Erosion Control on Bid Form, ie. Repiace page Proposal-1 issued 10/2$/99 with revised page Proposal-1 issued 11/22/99. ITEM 2 — SPECIFICATIONS , 1. Add Section 02923 - Finish Grading. The work performed under this section is required in all areas . within five feet (5) from any constructed or installed elements and playing all surfaces. ITEM 3 — DRAWINGS � 1. � Sheet ER-Ol — Add note `Borrow Area" directly to the East of the pond/lake for any soil required by �'" Grading Plan to achieve necessary topography. �, 2. Sheet GR-01 — Add RCP under entrance drive with an Tnvert Elevation of S 17.5 Outlet Elevation of 517.0 � 3. � 4. � Sheet LC-02 — Add Detail "Maintenance Gate Elevation", "Gate Latch Detail", "H-Post Section" Revised Detail "A-A" to show concrete sidewalk and curb & gutter doweling condition. Va1veIR-2- Revised Detail "B" Pop Up Sprinkler, "C" Rotor Pop Up 3��r��a��r�`,`�'�Qt�ick CouplinQ IG'I�OL G� � N�� CU�1 �� ° ' Q� . (�, �G��, ��{, � 0 , Acknowledge the receipt of this Adde m on your Proposal. :, BJ' /� v � David �ek, Lan cape Architect/ Project Manager R `"' Release Date: November 23, 1999 � ' ' I�� +i r u ' � � ' ' , ' ' ' � ' C:\WP6t�DAVID�ADpg�-pZ a;0� ��(�O�O�d ��C��Cv�D �� °� If Uo t7Jl�J��UUUq IIlSW. 0 � nl SECTION 02923 FIMSH GRADING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Final grade topsoil for fmish landscaping. 1.2 RELATED SECfIONS A. Section 01400 — Quality Control B. Section 02200 - Earthwork C. Section 02940 — Sodding, 02800 — Sprigging; 02930 - Seeding D. Section 02950 - Trees, Plants and Ground Cover E. Section 02810 — Landscape Irrigation 1.3 LJNIT PRICE - MEASUREMENT AND PAYMENT � Issue Date 11/22199 � A. By the cubic yard. Includes preparing and scarifying substrate surface, placin� topsoil where requued, and rolling. PART 2 - PRODUCTS 2.1 MATERIAL A. Topsoil for turf areas and fields: Fertile, agriculturat soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants weeds and roots; pH value of � minimum 5.4 and maximum 7.0. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify any constructed or installed elements, and trench backfilling have been inspected. � B. Verify substrate base has been contoured and compacted. ., 3.2 SUBSTRATE PREPARATION � a, A. Eliminate uneven areas and low spots. B. Remove debris, roots, branches, stones, in excess of 1 inch in size. Remove subsoil, and aggregate subbase � contaminated with petroleum products. C. Excavate existing soil from all planting beds which previously were covered with concrete or asphalt. Scarify � surface to depth of 6 inches where topsoil is scheduled. Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. � � .W 3.3 PLACING TOPSOIL �' A. Place topsoil in areas where lime removal is required. Place topsoil during dry weather. � B. Fine grade topsoil to eliminate rough or low areas. Maintain profi c�.�.and�ontour of subgrade. Fine grade to 4. . . insure site drainage. -- � R � . ;��, ._ � ;`; � ��j�r J�� ` l._J tuh(:-.:U �L`��:, �U � '.: ��V ��'�G� ` °�r Harmon Park Soccer Complex 02923-1 lr N, �°i�ir P�; , Finish Grading � � r 6 i- � , ' � 1 , ' , � � � � 3.4 3.5 C. Remove roots, weeds, rocks, and forei�n material while spreading. D. Remove surplus subsoil and topsoil from site. E. Manually spread topsoil within five feet of cons(ructed or installed elements, and all playing surfaces. F. Leave stockpile area and site clean and raked, ready to receive landscaping, G. Lightly compact ptaced topsoil. TOLERANCES A. Top of Topsoil: Plus or minus 1/2 inch. PROTECTION A. Protect existin� grades of existing trees to remain. Refer to standard detail. B. Protect landscapin� and other features remaining as final �vork. C. �jerify all underground utility lines which must stay active during construction. Lines must be located and marked prior to work. END OF SECTION ��'Ir�� G�L� ��J�� r �� U,��lSlCnl� U U UD YU�� t.,uYU� (�uf/OO Harmon Park Soccer Complex 02923-2 Finish Grading �, u / / � r' �1 � � 1 1 1 � � .�, , � �` . \ ��\ � `\ �L 1� �\` `� �\�\ �` � `\ 1 � 'l�\\\ �/ � i� ��G , ; 9 �, � yo ; �a � � 0 ; � �� \ 1 � nT 1 �A � � � `� ��` i �� _ —��\�� ' \� \ \ \ .y , '�. ,� � � � �, . . , � � `. ,� �` � ` �` � � . ��, `..': � . ��.,�.. i� � � ,~� z,_ 0 � �-_'�--__-_ �j � ' :. o °��. `� ,d u O� 1 ��`)' ` �i � N `II 0�� y�Y i ,`` � N II � ,�\ �\ H �, , �. �, � h u � `� � y �`�.-_ ^'' � � �� `. b�' ,` � ;1 �� ,�� ♦ a\\��. \� � �w .\` �`� �s��.S \ � .v �� ` � �` �� N �� /� +^ �� \\ �� ` �, � N � a . � � Y � v ,` �` � f / � , r `�\ � ¢ ; � � � , \ � % �"�� 1 � m m � N N � �--1 � �� »J �....� 1�-� 4 ' ,� { �� ` ` �7 �� i O / i I � � I � 1 e �" � ) . � C'a �__ � � � � �` �, �� i \ �--' � �"�� f I � � �.._.J i. � I � � � I � ��-� L� �� f� t 1 � � � � t ` I I, � , , l 1 I 1 l � , 1 / f ` �i � � � I � �� \\\ \\ \ � \ ` \` ` \� % �\' 1 � .� �,r- � �_ - h 1� l� l� 1 1, ,,. � � 1� ' �` � � i ', '��_ {ry�i� ��j'`�_•; `� `�� Cc � �� _ ( C� � �i��Ji �+'`� 1,` � ;=j?: Ln.f� (('_- i ` J �-. � �_- 1 i�._ l --' �;�_-= ; ; � i _, _�) ` _ __. � � t � � J 1� p ` � 1 1 � 4 ,� � � �� + : �� _ � 1 � �. � r 1 � 1 � ,� 1 �� S � t � � � t � � 1 i � t `, � o► ' s + 1'' ''� � 1 � ' 1 � � 11 , '1 1 . ` � 1 � � 1 1 1 ,� .-;� % ) �� — t, . t „s J` j / �� i ��/ ', �� / � � � � i , ./� . �' ,� �-. ---- / . ----� / / � `�� _J � J �.�.�✓ '�_^ ' �\ � ' \ .� �i� � .� � . �-�? C t �'+1 �' _ � � � t`'�'! [ � � � � � � � � � . � � � � N N \ 1D l0 r m A � Z O � � (11 a � 0? �i e� . �� r��. ., .:.y. �,�. _ � .}�,.; � �--�+� �--� r--� � r--� �--� r--� �`�+ r--� c--+ _ � .,'-p(��, � � <� `'� �)) 'S'� ' ;_=�i `�' c �� ?> � �, co> � � �� 4' Cop Typ{col Sleel post dc cable � � i � � � T 1 5/B" Cable / WRC 6x19 � � OrlII 1� hoie In post after instafled wlth clamps � � _^__ , � in fleld, ihread cable through hole � I_ �� — � R { �-J �;,�� - 4" �tS SchedUle 44 StCe! f'09t � � I � � �� Finfeh Crade Clfy furntshed lock i-� r � �� I � �I.,� `''Y"` G�t� I�atch �e�� ntn : N N \ lD l0 f+ m A � io I� :m J U1 j i F� r.� �i� � t'�� E� [ 7 � � � [� � � r---� � � --� r-� �--, �--� . � . . �.. � N N . \ lD tD � �S-?? �.� • � �`� ��?) �;) � ;;f. �� n o� � � C � �� c� 4' Cop Ty�icol ' m A Cfl �.' I , _�_�� I � � � � —\ � Orill 1' hole in poat a/ter �n�tcllad . _ ____ J j i� Aetd, thread cabte throuph hote � �-,C-----^---__ � i � , f � N � � -1 � - -� �_. r � iI �� ' I�— 4" �1 Sch edutc 40 Steel Past � � � Finieh Grade �� , �� . � � • :� I i-�. �� I,. . � I � i � I . � I .� � �a. .�.� I ,.: . 1 �� > >•.�. �.. a� � �' ' Concrete faoting with aloped trowled � �.( �' �.� � �°�� w�� ot be,acceptabfete non—f(nish tc i� , I I � �, � { .. ' � � .' . I i ,< d� � 4 �' � I � . : �� ` Set brick at bottam of ha�e � I� ��. � I � for firm bcsa set post . ,, ' .�� '�— " 1'-0" _ ��—�r _ o - � m ui �f�» �4S� ��C�14�1, ,�i►, � �. �� i�� ""''� �'''7 �'� �� "'� �� '°'"� �"� � �"'`e"'� �"1 �''7 [�� 'i �"7 � -� � � � � � - �n � 22'^�� i I � ' --------- �------ I------ ---- ----•_�.� coa. r.�c. �accn atoR ,--------------- I . , _, . , • j -�--• � ; � , L � __ ._, -• � i r � I L �, . ,� _ � Fn,w, a�ae - . 1� r � ' �� Maintenance Gate Elevation, nt• 0 �C_ �l _�, << ,i ,. ,. � �,, � �, ��;�, .�a��; � �S�?) �r � � � � �� CS?) �� m A Cll Z 0 � m u� �i �'1 �"� � `„'1 �"� �'"� �� '� �� "� �'� �'� ��! �1 �"'�1 ��J ��f �` �� Note: 1. 4" 3000 P.S.I reinf. concrete sidewalk w/ �}3 Bars r� �+ �s~ o.c.E.w. ; 2. Dowel into existing curb � 12" O.C. N N . � �D �D ► ^u � w�t�tE N6� ON PU1N � �3 CONT. EXPANSION CUR6 18"GUTTER z" TYPE "D" HMAC MATERIAL =� � � SURFACE CaURSE 12" DOWEI ROD� .��- � 3" R a" �� "B" HMAC , ; . .� ..1 .., �� 1:3 BATTE� eAs� cou�s� 4M '` : ��',.�' . ;:=_ : '.. •_� . .`�cf 1 1 2" R . : •%�� : ` � � � • � � ' � � RS � 1$" O.C.E.W�3000'PSf� , _ �?� r= . } � ' . : ' . ... �.. :. . . , . . .: �\ \�� , �\\ ,�� CONCRETE f -` �`� .: . � . �. _. . . !ii�ii/�� i% .i; �i 6" CRUSHED �IME S" STONE OR 6" l.iME � S�AK. BASE � �� P� ,�3 BARS � t8" CTRS. \ CO�tCRE7E � 6' TYPE "A" GRA�E 2 COMPACTED CRUSHED �ACTED SUBGRApE LIMESTONE ON 6" SUBGRADE (ASTt�-698) HED UME STONE lS USED ��s=>�� I � � �' �� v �l� \=� nr � � �i�) � � �J � �� `�') o CO) � � ALTERNATE OPTION: 6"-89: LIME S7A81LlZED (34 Ibs/sq.yd) SUBGRADE COMPOSTED TO 95�. STANDARD PROCTOR (AS7iv4-698) Typical Aspho�t Pavement W��h, 24" Conc�e�e C�rb ond Gu�ter " " nts A—A A�L EXCAVATED MA7ERIAL FR�M � . PAR}C1NG AREA SHALL 8E R£NEOYED FRaM SU�A�' AREA m A u, Z O r m C!I a N �� in M e--I � Z 0 `=0 = � �`�5 4' � �`�� ry nn ��',.�% � �.-� (Ll1� � � • , � , '� ';I � ��15H GRADE/TOP OF NUL�F�-=_j �� .��_ � , ( � vv �=`_a .: �`---� �_� � = I' ' I l ' �- 4'OP—UP SPRAY 5PR►NKLE�. �L� ---• �_: , �., �) �� / RA1N 3!RD ;2G4 —SA.M � �, _;� � � ;�l/:�LA571G `�iPFc NOZZLE ; � I/2-INGH GL'T-0=F '�IPPLE 0 : �, �, . � N \ � � .� �� i'VG 5GN 40 7EE OR �LL — PVG LA7ERAL PIPE � ) POP-UP SPRAY S��Z1[�KLER � i.�.i � � �� Lr� �� a.�� .+ � �� .J �.►� �J r� m D lf) , M .� O Z FINISH 6Rf�DE ROTOe POf —UP SPRInKLER: � � , .. �, �, . M N \ ,1 .� C � � �/ i Il �/ �- , PVG 5GH PO v��'�� (��TJG;f-f AS QEGIUIRED) pVG 5GH 4O E�_ PVG �G'rl 40 TEE PVG ! A � ERAL PIPr � RQ�'OR POP-UP SPRINKl� ER � C� L'�' � � C� � ��'-�j � G-- _ �,r� � _.� (�5 � .__r, �7 �='•_ _� c�� ""_ — �,% � cc=" _ �l_i� L�" ;� - � � �� i� � �� `J �� .� �J �� ►__ ..j ► __ .� � m � U� M � O Z . � �, . � N \. <� � rr . � � � U � I J :'INISH GRADE/1'OP OF ?�1JLGH QUIGK—GG�JPLtiN6 VALVC—+ _� �� TORO 4"f4 AGV �`-�= � (c_�L3� VAi� 90X WITN GOVER: � ��.'�— DFW PLAS7�G5 �_; t�2 � J'JG 5GM E`U N'PPrE —__� C1�5) G= R'ti � � (LE� TH A5 REQU1R�Di ='� vv <�.� ISOLA ��ON PYG BALL VALV'E iK.�> �-_ �s' 6" SLEEYE - SiZE TD Q.G.V.';;_� C� � 9-IxGN MIN':MUM DEPTH OP �?� - 3/4-tNGH WAS►iE:7 6RAVEL , BRIGK (I OF 2) PVG 5GH 80 VIPF'LE (LENG7H AS REG1UiR�D) pVG 5GH 40 �LL PVG SGN 40 Ei.l. 1 '� �..�J � � F'�/G SGtf 40 FEE /x1/L MAtYL11�L PIP= — GLASS 2G0 riO ; �: �, Fv�,`I;�✓t'. =1TTITGS AxI7 PI�IN6 NCMI?�IALLY 51Z�D ID�NTIGAL 70 NO�I,VAL G�IGK GOU�LIA(6 VALVE ITi� ET S1ZE. QU�CK-C4UP�.fNG VALV� 'I/2" RD. REBA�i iN/ STAtNLE59 STEEL 5EAR GLAMPS OR EC�U4YALFNT �JPPOR7 5Y5TEM � � �._ — _� �., .. . � �� ..� �e____� � � ■ .. .� �_� � . a �_. � � ;''. Cover Table of Contents TABLE OF CONTENTS Issue Date: 10/28199 BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT 1. Notice to Bidders � 2. Special Instructions to Bidders 3. Proposal 4. City of Fort Worth M/WBE Enterprise Specifications ; 5. Prevailing Wage Rates 6. Federal Wage Rates 7. Weather Table �" 8. Vendor Compliance to State Law . 9. Contractor Compliance with Worker's Compensation 10. Certificate of Insurance 11. Technical Specifications � � �"" .., � !"' t� DIVISION 1 - GENERAL REQUIREMENTS Section 01010 Summary of Work Section 01035 Contract Time Section 01100 Alternatives Section 01150 Payments to Contractor Section 01300 Submittals Section 01400 Quality Control Section 01410 Testing Section 01500 Temporary Facilities and Controls Section 01640 Substitutions and Product Options Section 01700 Project Closeout Section 01800 Contractor's Responsibility for Damage Claims DIVISION 2 - SITE CONSTRUCTION Section 02050 Demolition Section 02100 Site Preparation Section 02200 Earthwork Section 02220 Trench Safety Systems Section 02221 Excavation for Utilities Section 02520 Portland Cement Concrete Pavement Section 02600 Asphaltic Concrete Section 02800 Sprigging Section 02811 Landscape Irrigation Section 02831 Chain Link Fencing Section 02840 Sodding Section 02870 Site Furnishings Section 02930 Seeding Section 02950 Trees, Plants, Groundcover and Lawn Section 02960 Erosion Control Section 02970 Landscape Maintenance DIVISION 3 - CONCRETE Section 03300 Cast-In-Place Concrete Section 03350 Concrete Finishes Harmon Park Soccer Complex Table of Contents-1 �;��0�� E��G��D °�„J�'ur ��[�!��G�l� �-" , �,. � - !`�_ ��'�``��'�'�'l'!�� '��.��'� �,'l:'� �hH u'.'. Table of Contents � TABLE OF CONTENTS DIVISION 7- THERMAL AND MOISTURE PROTECTION Section 07900 Joint Sealants Section 07920 Caulking and Sealants DIVISION 16 - ELECTRICAL Section 16050 Basic Electrical END OF TECHNICAL SPECIFICATIONS 12. Bidder's Statement of Qualifications 13. Performance Bond 14. Payment Bond 15. Maintenance Bond 16. Contract END OF BIDDING & CONTRACTS END OF TABLE OF CONTENTS ... . ^ �D . :,,;: � ��;��G�o, a �:Vrra.:;�i':�= ' �'�= ` ,,�-;�,�� .��G��G�� ; i� �,... L�:,j7M j�j �� ;r�:�;�e.uUJ4�l51N� Issue Date: 10/28199 Harmon Park Soccer Complex Table of Contents-2 Table of Contents L, � � i � � � � � � 1 � � i �► � ,� ..r Issue Date 10�28i99 BIDDING �QUI� ONDITIONS OF THE CONTRACCT C ,,v,��f��: ��;�:� �'��G��G'D , +� ��v ��C�.��G�(�G�� i��_ `��`,��:��i� ��o Harmon Park Soccer Complex Division Division Issue Date 10/28/99 The City reserves the right to reject any or all bids and waive any or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of 49 days from the day bids are opened. The award of contract, if made, will be within 49 days after the opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom the contract will be awarded. RICHARD ZAVALA, JR., DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT By: CTavid C1'�ek L ndsca e Architect , P (817) 871-5745 October 28, 1999 November 4. 1999 - ��; __�''� i��'U'G'JG�@ :i� '�1• ; � lClc�i ;, � '�� ;�G.'��G'ti � �,�.: . �:� _ � ,:: a ^,;',,.;: �,-r ri� 2:� �� , +✓�i� BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY Harmon Park Soccer Complex Notice to Bidders-2 Notice to Bidders � � LJ � � ., � Sealed Proposals for the following: Issue Date 10128/99 NOTICE TO BIDDERS HARMON PARK SOCCER FIELDS PROJECT NO. C181/541200/080181042010 - C111/541200/080111037146 - DOE NO. 2760 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Division Office until 1:30 p.m., Thursday, December 2, 1999 and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2"d floor — N.E. corner of City Hall. Plans, Specifications and Contract Documents for this project may be obtained at the Park Planning section, Parks and Community Services Department, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499. Documents will be provided to prospective bidders for a deposit of $50 per set; deposits shall be made in the form of a check or money order. The deposit will be refunded if the document is returned in good condition within ten days after bids are opened. These documents contain additional information for prospective bidders. All Bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the � State of Texas with respect to the payment of the prevailing wage rates, and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code, Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. � In accord with City of Fort Worth Ordinance No. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the M/WBE office or from the Office of the City Secretary. In addition, the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation") must be received no later than 5:00 P.M., five city business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit documentation at the reception area of the Department of Engineering, 2�d floor, City Hall, and shall obtain a receipt. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. The following list is provided to assist bidders in obtaining the services of M/WBE vendors qualified to •• provide such services/materials for this project. A listing of qualified M/WBE vendors may be obtained � at the City of Fort Worth M/WBE office, 3rd floor City Hall. Services/materials for this nroiect are as follows: � demolition/site prep sodding � site furnishings L� � � clearing/grubbing grading/earthwork Chain link fencing concrete The City's minimum M/WBE goal on this project is 22 % of the total dollar value of this contract. The City will award one contract with a combination of base bids and/or alternates which is most advantageous to the City. A pre-bid conference will be held with prospective bidders at the Parks and Community Services Offices Conference Room 1 on Wednesday, November 10, 1999, at 10:00 a.m. Harmon Park Soccer Complex 1 Notice to Bidders-1 `';1��.�/,�.�, G��G�D NoticetoBidders i,� p ti� C��':; G'��°1G� u' ��o ��6��0 ��o Issue Date 10/28/99 PAYMENT. PERFORMANCE AND MAINTENANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2254 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. Maintenance Bond shall be required for all Parks and Community Services Department projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Division 1, Section 01700-Project Closeout, Item 1.02. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties [Circular 870], or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or 1/lOth of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusted to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1- General Provisions, Item 8, Paragraph 8.6, Standard Snecifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. . EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. Disregard if Federal Wage Rates are applicable to this project. Harmon Park Soccer Complex �^; ��c I Instructions to Bidders-2 � t; ��='.��_ ��--:�� , ,y�J� � " � , �. ,�.-, . r,_�,�, � j i'';''•r'! ��''�y'l�u�vU�u �' i l' N v 'u� � [jf 11{y1,',��i �:�� N.o Special Instructions to Bidtlers .�.ti � �� SPECIAL INSTRUCTIONS TO BIDDERS Issue Date 10128/99 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an � amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. � � � � � � � Regardless of the Alternative chosen, the Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified in the Construction Documents, liquidated damages shall be charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time, found in the Standard Snecifications for Street and Storm Drain Construction of the City of Fort Worth, Texas. � ��G��Go�d ��c�a� �� aQ� ��0 1�" ��lr,��p ��o � Harmon Park Soccer Complex �� To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U. S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth the total capital and surplus. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as aunroximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of wark performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting Parks and Community Services Deparhnent telephone number indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. (See Item G in the Proposal.) 4. AWARD OF CONTRACT: The Contract may not necessarily be awarded to the lowest bidder of the Base Bid. The City Engineer shall evaluate and recommend to the City Council the best bid based on the combined benefits of total bid price and number of contract days allotted, as specified in the Proposal, and which is considered to be in the best interest of the City. Special Instructions to Bidders-1 Special Instructions to Bidders � Issue Date 10128199 "� 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the City of Fort Worth is requiring that the Contractor continue to adhere to the M/WBE Ordinance by complying with the following procedures: • A M/WBE Particination Renort Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of wark. The monthly report MUST have an original sig-nature to ensure accountability for audit purposes. • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a"0" or "no participation" in the spaces provided, and provide a brief explanation. • The Contractor shall provide the M/WBE Office nroof of navment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Reauest for Aunroval of ChanEe Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Offce with a Harmon Park Soccer Complex Special Instructions to Bidders-4 i _- -;_�,v�� , � � �,� � ' �, f'�� :.. „� { �, ,,�:� '��i;.�u�� o Special Instructions to Bidders � ',� v.i � � � � "'� w.i � 7 � � � � �� ,� �J r � � Issue Date 10/28/99 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering Director for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation and Comprehensive General Liability (Bodily Injury) -$250,000 each person, $500,000 each occurrence; Property Damage -$300,000 each occurrence. The City reserves the right to request any other insurance coverages as may be required by each individual project. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. 11. NON-RESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non-resident bidder unless the non-resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non-resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majarity owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involved federal funds. C� The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. �! 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance .� No. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of "'� the City Secretary. LJ � � �' � The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Engineering ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract Harmon Park Soccer Complex Special Instructions to Bidders-3 Special Instructions to Bidders '`;'��irli':�OG-�� '�'GUG�I� �� ! ' IUr Cll�� U��LS IPn1U1 U �� r�,,,; � �,,? o t�4.:)�:1��_��..� Issue Date 10/28/99 ""'� responsible for fulfilling all aspects of the contract bonds. Other firms and employees that may be '� involved in their joint venture will be treated by the City under the contract as if they were employees �� or subcontractors of your firm. Other than those firms noted in the contract as a part of the joint venture, no other firms will be allowed to participate in the joint venture without written consent from �� the City. 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming penods each day. The Texas Natural Resource Conservation Commission (TNRCC) in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in 406.096) - includes all persons or „� entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent � contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or � providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. „* B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. __ � 0, �'' I I� � � Harmon Park Soccer Complex Special Instructions to Bic�er.s-,8 r:'�:� p��.��, ��;;��J�� Special Instructions to Bidders .. I,7,Jr NrL��:G��WItlW�� U Uo VUn�Ic�IVUU9 YISlNo � � � Issue Date 10/28199 Final Particination Renort Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. � � L� � Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a MinoritylWomen Business Enterprise (M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or iiles in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13. PROTECTION OF TREES. PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored, after completion of the work, to a condition equal or better than existed prior to start of work. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-Of-Way and designated alleys. This nermit can be obtained bv callin� the Forestry Office at 871- 5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the snread of the Oak Wilt funeus. all wounds on Live Oak and Red Oak trees shall be immediatelv sealed usins a commercial nrunin� naint. This is the onlv instance when nrunin� paint is recommended. 14. BIDDER'S STATEMENT OF OUALIFICATIONS A. QUALIFICATION OF BIDDERS: Bidders shall be prepared to demonstrate the capability to perform the work. � e � L � 1 The Bidders' specific experience, stability and history of performance on projects of a similar nature and scope will be considered. The BIDDERS STATEMENT OF QUALIFICATIONS must be delivered to the Project Manager within 48 hours of the request. Location and responsive ability of the firm will be considered. If your firm anticipates entering into a joint venture with any other firm to conduct all or part of the performance required under the proposed project, that firm should be specified in your response. For each firm included in the joint venture, please provide the information required above. Under the Contract executed for this work the City will require your firm to be completely 100 percent Harmon Park Soccer Complex Special Instructions to Bidders-5 Special Instructions to Bidders U��O G�'.� �'�'CU�� [�� Gs�� r� �r,r��M ��r Issue Date 10128/99 "'� (5) retain all required certificates of coverage on file for the duration of the project and for one ;� year thereafter. � (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will � provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll ""�° amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in ,. the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal � penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the ,� contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. ""+r "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed � by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point � normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes _ REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. T'his includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." END OF SECTION � �7i,�:�:�� G'��Q� ��:r�� ; i, `e � U , ,�: ��v c��:�G�C� �; '�'? �'(;��; J'�;�'S'C�� o Harmon Park Soccer Complex Special Instructions to Bidders-8 Special Instructions to Bidders --w � � � �� Issue Date 10/28199 C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. � D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. C E. The contractor shall obtain from each person providing services on a project, and provide to the City: � (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and � C � � L� � (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and ell filing of any coverage agreements, which meets the statutory requirements of Texas Labor �S Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; �� (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; � Harmon Park Soccer Complex Special Instructions to Bidtlers-7 ��_,� �>_� ;; ; r; rr_��I nstructions to Bitlders ��j!rGJ'��V�',�L �',�':,,':; �. t \ ':; ��'tif � �':� G��au��i1 (� �C'?�a ��>, , ,.� . .,r � � 1 � � � PROPOSA�. Tp: MR. BQB TERRELL , City N�anager Fort Worth, Texas FOR: CONSTRiJCTION AND INSTALLATION OF PARK 1MPRO�EbIENTS FOR HARMUN PARIC SOCCER FIELDS, PRaJECT NO. C181 / 541200 / 08018i042010 C111 / 54I200 / 080111037146 PursuanC to tYie following "Notice to $xdders," the undersi;ned has thorougtily examined the plans, specifications, and thc site, understands the amount of work to be done, and hereby proposes to do all the work and furnish aII Iabor, equipxnent and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the ParI:s and Couimunrty Service Department Director of the City of Fort Worth. The "approxizrxate quantaty" category is for in�ormation purposes only. The Contractor shaIl be paid on the basis of actual installed quantities on non-ltuzip sum items. Additionally, the Contzactor shall be aware the Proposal contains both Lump Sum and Unit Price items. Tf the lowest Uid received exceeds thc funds Uudgcted for fhc project, the City r�serves thc right to decrease the quantities contained in any luie item or to eiiminate any specific line items before award of contract in order to bring thc work within budget_ By subrrzitting a bici, thc bidder acknowledges the City's right to adjust or eluninate line items and a�'ees to honor without recourse its line item bid price, Upon acceptance of this Proposal by the City Council, tt�e bidder is bound to execute a contr�ct and fumish, if applicabie, Performance, Payment, and Maintenance Bonds approved by the City of Fort Worth for performing and completing the said work witlun the time stated and for the fotlowing sums, to-wit: BASE B1D PAY APPROX. DESCRIPTTON 0� I�'EMS WITH BID I�'EM � QTJAN'ITIY 1'RICE WRCTTEN IN WORDS Unit One Demolition 1. 1 each (16) Existing t�ces F 1 F T�i Dollars & _ �j! Cents per tree 2. 1 lump sum Existing gravei area F' i�l 'k� N- U�[a.l�..n SBt/k�'1�(Ila�$VE � Ceirts per lump s�,m 3. 1 lump sum Exisdng cuzb / asphalt area at drive entcies FIU�. {�4�N��1] S�G11Eh�_ I�61d�s�& �_____ Cents per lump sum 4_ 1 htmp sum Post & Cable Demolition �{ y� �{.v�,,� a, �� F/ FT/ Tux�Doltars & QJ Cettts per ]ump sum 5. 1 lump sum Erosian Control -Y'�,{n�e s �'�x��w�_ Dollars & � CenCs per lurnp sum Subtotal � Harrr�on Par'R Soccer Complex � 5T0/�00� i1NIT � TOTAL B317 ' 1'RICE AMOUNT $ 50.- $ g ,— $ 575.- $ 5�5.' � 575 � $ 575. ' $ �5L.'' $ �52.,� � 3oaa• �' $ 3avo '' $ _ _ $ 58nZ•'"_ . Pr��-, �,��,i��:�QG�� J�C� �,� '� u��U� ��'.' �'��ti� (��: ��`��M� ��a Proposal „� \ `�`� / r� F�L2I061 ,L3 d0 �LlI� �ZLS TL8 YV� T5 � IT 66/CZ/iT .` Issue Date 10/28l99 2 3 4 5 6. I � 1 1 � � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE Unit Two Landscape 1. 1 lump sum #419 La�vn SpriQgs (three fields only) Subtotal �� uzy�,�o rt �� +'��v n�olk��l��r Pi✓6 � Cents per lump sum 1 lump sum Bermuda hydroseed inside fence I'ro� -c�ouS�o St Jriul�f�+w.+Da,to 7'f,ta6Lt/�ollars & �_ Cents per lump sum 1 lump sum Bermuda hydroseed outside fence F I VQ. THOuSn� �. b�fil /fi� D N/Ni}'l'qllars & Cents per lump sum 1 lump sum Irrigation .�„� Fnn.?y 7Uao T�.�ous�.�w Tl� 2i4i{�+��If `��ollars & �S Cents per lump sum 1 lump sum Utility work (electrical and water) connections & insta(laCion �„i Tl�,o�.�,�a,�o (�� it�u�xi`oDollars & �_ Cents per lump sum 1 lump sum Site Grading (to include excavation / fill & fine grading for fields) �,7 SR�, t�titlL�nt T.wu�aw, SZV�W l�,�pr�.n �oil�rs & � Cents per lump sum Unit Three 1. 2. K� 4 F7 Subtotal Hardscape 650 LF New sidewalk construction — 6'-0" (to include handicap ramps) E14HT[.�.N Dollars & �_ Cents per LF 3,648 SF Bleacher pads Ta1 ft��. Dollars & F( FTY Cents per SF 2,720 LF Fencing — 6'-0" chain link �j'EN Dollars & T4kt 2T`t Cents per LF 1 EA Gates — 6'-0" pedestrian chain link Tu�n 1�kuuq►t�u� SEdBM`Uollars & Q'S Cents per EA 1 EA Gates�— 12'-0" maintenance chain link r1��r, µ.�� FO27'Y Dollars & � Cents per EA $ 5� Q.'' $ 5'q �' $ $s�zR�.� ,� �i� � � u �,UU'!L�i �, ��,� �,� �,:.[�GO C, I.�;I,��,�, C��`;U'�IlSUWU�.�`Ilr PfOpOS21 �rl�a 1 �%rU��UUp ��\Wo Harmon Park Soccer Complex Proposal-2 TOTAL BID AMOUNT $/8395• " $ / 8,395• ` $A,712.' $ q,71Z._ $ 5,890 $ 3890• � $ 4Z33f.� $ 42�33 l • � $ ��dn: $ ��`joc�,� $qo,"1 Z6.� $ Ro'7 Z6 " $ $ /66, 9.�`� ,- $ �8•` $ ��74d�� $ .3•S° $ /Z��%ba'r $ to.3o $ Z�,D/�o.� $ 2�lO•' $ Z'10� � �. � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID ITEM QUANTITY PRICE WRITTEN IN WORDS Unit Four Parking Lot 1. 760 LF Concrete curbs 5 / XTi�.E.N Dollars & T�/�( Cents per LF 2. 183 LF Rolled Asphalt Curb at back of parking lot ,,E/�v�N Dollars & �/ F T Y Cents per LF 3. 49,545 SF Asphalt for 150 parking spaces & entry drive (including three handicap) T W� Dollars & F027Y T�/o Cents per SF 4. 1 lump sum Striping & painting of parking spaces (to include handicap space�� TK2tE.THou�a,n S�dE � ��rs �'1 Cents per lump sum 5. 3 EA Installation of handicap signage ONG�wui.�U ��Fly 'T� Doilars & �_ Cents per EA 6. ��LF Installation of post & cable fence / gate along back of parking P�- `�'�`�� Four�tu.►.� Dollars & Bo�.tar.� /2-2-g�7 �j Cents per LF Issue Date 10128/99 UNIT ' TOTAL BID � PRICE AMOUNT $ �6.'O $ �2, Z3�." .0 � �� $ /l• 5� $ Z�/C�S. � ,� � :. qc i $ Z•�!Z $ / �t8 19. � � � ��R��l'n � � N � � 3�35 ' $ 3'735 � $ �s2 . _ $ y5'6, — $ 14. "' � 10��2L. Subtotal $ TOTAL BASE BID I3ASE BID - RECAPITULATION Unit One - Total Cost for Demolition Unit Two - Total Cost for Landscape Unit Three - Total Cost for Hardscape Unit Four - Total Cost for Parking Lot TOTAL BASE BID T!-te�,E (-�uNDa.to S�.� C—hsT`f �'rov2 -CHR"�t��►O 5l ��W tv C�L2..f�.0 T H*t8.� Do�.lAu.S $ /�$, 55 3 $ 3'7 �� 03 '" $ 5'SoZ. �' �/66. 9 5`� _ $ 532�� . $1��, 553 $ 3 ��f, 6v3. ' 0 � Harmon Park Soccer Complex � �-�� .,. � '`',L�i; �I��:��"�L� G'I�'��0'�`°'�;� �� Proposal-3 I�-.�' �� p�}I� �1��1i1 c.6 � C�LSv � '��:', '�'��'1?�la ��'�o Proposal � � ' � � � ' � � � � �—. BID ALTERi�1ATES PAY APPROX. ' DESCRIPTION OF ITEMS WITH BID ITEM QUANTITY PRICE WRITTEN IN WORDS Bid Alt. Bid Alternates 1. 1 lump sum Deduct hydroseed inside fence & replace with Bermuda #419 s ri s � ONlE T�uous•�w 7 fi.-6� /�ft.�vo�� ollars & � Cents per iump sum 2. 1 lump sum Replace Prevailing wage rate for Federal wage rate ��yy E�dNr FivETit,a� 'l�Le/tr/-1i.+Nor� Dollars & �_ Cents per lump sum 3. 6 EA Soccer goals � �/4T /-ft��u Dla�b �/QrN7y �A�" Dollars & �j3 Cents per EA �. 6 EA Bleachers 3�UE„T S�rc. �NE Tucu�r.�n�o �l�N pF.to Dollars & �S Cents per EA 5. 1 EA Drinking Fountain ��, ��,'�r+'i�o,,,,,,,,,, � �v l�}un�w-F�o 7.t��j Dollars & �'S Cents per EA 6. 16 EA EYisting Trees to be transplanted OWB f'�v�4v Twµ'1�1 �"f��Dollars & Cents per EA (Include deduct for tree demolition) 7. 625 LF Future sidewalk — 6'-0" f�.lEtu7�W Doltars& �f Cents per LF 8. 650 LF Increase all base bid sidewalks to 8'-0" width J�/X Dollars & Cents per LF Subtotal Issue Date 10/28/99 UNIT TOTAL BID PRICE AMOUNT $ /3i��' $ /,3�1." $ 5i38�." $ S,�'8s.' $ 88%• r $ .,,Z 86. � $ /,8?6. " $ //,256.' $ 4,7 3S T$�,l 3 s, " $ /Z5.' $ Z,c�a, _ $ /� $ ��, �b• r $ �. � $ 3, ��a � $ $L�"Jr'��ZG� BIll ALTERNATES - RECAPITULATION ADD ALTERNATE NO. 1- TOTAL COST FOR SPRIGGING INSTDE FENCE ADD ALTERNATE NO. 2- TOTAL COST FOR WAGE RATE REPLACEMENT ADD ALTERNATE NO. 3- TOTAL COST FOR SOCCER GOALS ADD ALTERNATE NO. 4- TOTAL COST FOR BLEACHERS ADD ALTERNATE NO. 5- TOTAL COST FOR DRINKING FOUNTAIN ADD ALTERNATE NO. 6— TOTAL COST FOR TRANSPLANTING TREES ADD ALTERNATE NO. 7— TOTAL COST FOR FUTURE SIDEWALK ADD ALTERNATE NO. 8— TOTAL COST FOR INCREASING SIDEWALK WIDTH TOTAL ADD ALTERNATES Fp� ��e'["�5,� S� �, (.}�Np,•�p TwGMrY SiK , Dc�,,,c.aa.S Harmon Park Soccer Complex Proposal� :�;,i�;_; •v �y__y �c�r(Ci��li�; �; �l �, �:i u�:l:-r . r `��L!lfiti� c5��'��G'��11G�°� C�, M�°�� '�C�� '�o $ �3�r._ $ ,�.'8l3B. - $ S,ZBb , - $ �l. ZS6. - $ �f .? 3S � $ Z, c�cx�: " $ ! . Z.Sd" $ R �•_' ' � 45,�Z�'" Proposal � � ' A. � B. ! Issue D2te 1fll28199• i ' i �is�conttact is issued by an orgaz�ization whic� qualz�ies for e�ezz�ption pursuant to the p�ovisions o�' ' Artiq�e 20.04 {k') of the �'exas Z.imited Sa�es, �xcise ar�d Use TaY. ', ; 7.`k�c � Contractor perfox-zntz�g this cor�tzact may puxchase, re�t or lease alI matenials, supplxes, az�d ' equapzz�ent used or consuzzced in �he �e��o�znance o� rbis contcact by issuing to his suppiier az� exe��tio�a certz�cate in lieu of the tax, said �xemptio� ce�ti�catc complyzz�g with State Comptrollez's zutiz�g z�o. 95- ; 4.07; �0..z�.y s�ch exemption certifica,� :ssued by the Contracto� izx lzeu of th,e ta�c shall be subject to the pxpv�sions o�'tk�e State Corrsptrultez's zulfng No. 95.09 as amended to be e��ectiv� October 2, 19�i8, . C. The undersigned assures tl�at its ennployees azad a��licants for employment and those �or any laboz ' organization, subcontzactor or employzz�ez�t agency in eith�e� �urnishing or refezXiz�g employee applicants to the underszgned are not dzscriminated agaiz�st as prohibited by the terms o£ City OXdinance 7Z78, as a�ez�ded'��- �i*�; C-'��nar.,,.� ��00 r�'�rt jNorth Czty Code Sectiors 13�A,-21 through 13-A-29), �rohibiting ' discr�minatzon in er.:Y�o;;A�;.::a: practices. D, '�'he'undersigned agrees to corz�.�lete 11 work cov�cred by these eoz�nact documents w�thzz� czohty (8Q) wocl�an� days aftez the date fo� cvzz�mcr�cing tivork as set �orth in the Notice to �roceed to be issued by the . O�vnez az�d to pay r�ot less than ih� "�'reva�l�ng Wage Rates �or Highway Constructio�." as established by - the �ity o� k'ort Wo�tk�, �'exas �tfective Juz�e G, t 995. � i � � E. �V�tkiin ten (10) days of receipt o�r�otice of acceptaz�ee o�this bid, the u�de�siened will e:cecute tk�e �ozYzzal : coz�tkace and deliver a�plicable Surety Bonds for fazth£'u� pec�ormance of this Coarract. Tl�e attached �� depqszt c�eck iz� thc sum of Dollars � ($ i ) ss to becozxlc the propezty of the Ciry of Fort �Vo�th, Texas or the attached Bidder's ' � Bon13 is to be ;forfeited in t�,e event the contzact an,d a�plicahle bonds a�e r�ot executed w�thin t�,e time set forth, as liquidated damages for delay and additional �vor�C caused thereby. � F. In c�se of ambiguity or lack o� clearness in statzn�; grices in the Proposal, the City rese�ves tk�e tight to 1 adopt tk�e zn.ost advantageous ��ce for constnzceio�a Ck�ereof to the City or to re}ect the proposal. � G- Recv�ipt is }ae�eby acknowledged of the �'ollowing addenda_ I � ' � �Io. �'��_ Rffc.tavEo No_ 2: No. 3: ' � � ~ COAJS✓L7n�v�' ��tZ1aGG�oT�oN " f � Respectfully Submitted, IZGG,d�� 2r� —9 S i � Com�az�y N�zzzc P� Gou5T2uc.z�oN �.oRPORi�►�r+d�s � By (Auc}�oziwed Signature) ��'�� Ra.� ��a � Nl 6 2. ,� � w, 1'�1 c� u rz.�oj � pate: / Z - Z - 99 ; Address: � ZsOU PENM ST. �1 � � � % 2 J� ��, � T. X Telepkao�e: i i f!Z )�l�s �' S�U i S.�Ai (I,f cdzJ�ozatio�) i Harmon Fanc Sxcer Comalex i I I �SDG/ � S� l�%�Z— 3/�-9367 pFTEa DEG /o� �Sii) � Proposal-5 .. b' �'��-J(� 5 fr �6�liJ� �� `?� �: u U,: i_-' ��,'- II j`i;J� r�+ji i;^(ti)�Q/��a r z>L�' �L v ui �1� ir;� �. �—'u, U��J��'L U�i o ��U�o Proposaf m ATTACHiVI�NZ' 1 C Page 1 of 3 DE�T OF City of Fort V�orth `�" v�'� �� c� c F w Minority and Women Busine�F�t��sep;� 12 �3 G(JOD� FAITH� EF�C�RT �� PI C(aNSTR��T'InN E'ORPORATION Prime Company Name 2 DEC I999 B�idDate HARMON PARK SOCCER COMPI,EX PHASE I Project Name C181/5412000/080181042010-080111037146 Project Nut�ber � If you have faited to secure M/WBE particigation and you have December 5, 1999 subcontracting and/or sugplier opportunities or.if your M/WBE participation is less than the City's project.goaL you must complete this �orm. If the bidder's method of compliance with the M/WBE goal is based upon demonstration o€a "good f�,ith � effort", the bidder wilt have the burden of correctly and accurately preparing and submitti� the docurnentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Gqod r- Faith Effort rec�uirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discriminat�on by the biEjder. � � �� r� � � Failure to complete this form, in its entirety with sapporting documcntation, and received by the Managing Departme�t on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specificat�ons. l.) Please list each arid every subcontraeting and/or supplier opportunity (DO NOT LI�T NAlV1ES OF � FIRMS� which will be used in the completion of this proje�t; regardless of whether it is to be provided by a M/WBE or nQn-M/WBE. List of: Subcontractin� Onnorxunities IRRIGATION SYSTE�I ELECTRICAL EXCAVATION/TI��GKING LANDSCAPING FENCiNG PLUMBING PAVING PAVEI�NT MARKING T,ist of: Sunnlier Onnortunjties ASPHAI,T MATE•�IAL CONCRETE MATER�AL LUMBER FERTILIZER/F-IERBIf�D' E DRINKING FOIJN'FAIN BLEACHERS STEEL PII'E/CA�LE S�GNAGE/HANDT�AP PAINT SILT FENCE FAB�tIC �rnrFORcnvG s�EL ��,;`�,�ci;1''.;��1�`r i%��G�i(ci�G i �• '' • ,. ..�, i,_ L �.� v u,_ '; �� `` �� G. 2 .tiG��i� ! �: �. � U � C�, � ;� � at ��;'�.i:�, �n �o ��:�.�� '�o � � � �- ATTACI�MEN'�' 1 C Page Z of 3 2.) Did you obtain a current list ofM/WBE firms.from the City's M7WBE Office? The li§t is considersd in compliance, if it is not more than 3 tnonths old from tlie date of bid opening. X Yes City of Fort Worth Web-�,ge No State G.Service Organization Weti Fage I�ub documents of file at our of�'ice 3.) I)id you solicit bids from MIWBE firms; wit�in the subeontracting and/or supplier areas pre�ia�sly listed, at least ten calendar days prior to bici opening by: mail, exclusive of the day the bids are ope�ed? _ Yes I�yes, attach 1VI/'WBE mail listing to inelude na�ne of firm and address�and a ted X No copy of letter m�iled. 4.) Did you solicit tiids from M/WBE firms, within the subcontracting andlor su�plier areas previQusly listed, at least ten calendar days prior to opeaing by telephone, exclusive of the day the l�ids are op��ed? _ Yes If yes, attach list to include name of NUVVBE firm, e� rson contaeted, X_ No �hone nurnber and �g and im o� co�tact. NOTE: A facsunile may be used:2o comply with either 3 or 4; but may not be used for both. If a facsiruile is �; a#tach the fax coniumation, which is to provide 1VIIWB� name, date, tune, fax number and dociwientation �axed. i� � � NOTE: ff a SIC list of M/WBE is ten or less, the bidder must contaet the enti�e list to be in complianee with questiQns 3 and 4. If a sic list of M/WBF, is more tfian ten, the bidder must contact �t lea.st two-thirds of the list but not less than ten to be in compliance with questions 3 and 4. 5.) Did yau provide plans and specifications to potential M/WB�s or information regaFdr�g t�e locatic�n of plans and specifieations in order to assist the M/WBEs? X Yes No �" 6.) If M/WBE bids were received and rejected; you must: i... (1) List the M/WBE firms and the reason(s) for rejection (i:e., quotation not commerciaily reason�ble, qualifications, etc.) and � (Z) Attac� afftdavit and/or documentation to support tYie reason(s) listed below(i.e...letters; mernos, bids, telephone calls, meetings, �tc.) � � � COMPANY NAME TELEPHONE Cai�i'iAC'� PERSOi�t SCQPE QF WORK REASON �'OR RE IEC'�I�N McCaulev Dirt Co. 817-478-0384 Oebra McCaulev� Site work Non Comoet�l�ive � �� i;; �1�� G`:'�'�UG' �� ,v�,�� "C��G�C�G�� r" �y�'i�'`'`:'l� p �� `'- 1 a � � � ' � � n Ly ' A`TTACH11�fE1�3'�' 1 C Page 3 of 3 ADDITIQNAL NFORMATIaN: Please provide additional information you feel will further e�cplain youF good and hanest efforts to a�iain MlWBE participation on this prQject. The bidderfurther a�rees to provi.de, directly to the City upon request; complete and accurate informa$ion rebarding actual work performed on this contra�t, the payment thereof and any proposed_changes to the original arran�ements suhmitted with this bid: The bidd�r alsc� agrees to allow an audit and/ox examina�ion of any books, records, and files held by their company that will.substantiate the actual work.performed, on this contraet, by an autborized officer or emplQyee of the Gity. An intentional andlor knowing misrepresentation:of facts will ,be grounds for terminating the corrtra�t or debarmentfrom City work for a periQd:of notless than tiiree (3) years and for initiating action.under Federal, State or Local laws concerning false s�atements: Any failure to comply with this ordinance and creates a material breach of contract,may. result in a deternunation of an irresponsible offeror and ba�red from partieipatin� in City work for a period. of time not: less th�n one (1) year. The unciersigned certifies that the information provitied and the M/L�BE(s) listed was/were corrtacted in good faith: It is understood that any M/WBE(s) listed in Attachrnent.l C will be contaeted and t�e rea�ons for not using them will be verified by the-City's MlWBE Office. �� ./� �/!r/1 �- Authonz d Signature � Title Regional Man�.�er PLCorporation Corr�pany Compa.ny Name 3649 Conflans, Ste. �102 Address IrvinqS TX 75061 City/State/Zip .iim- Mob�r� Print�d Signature Bri�n Sinith; Project Coordir�atQr Con�act Ferson:and Tiile (if�differ�nt) 972-313-9367 Telephone Numb�r(s) 972-313-9387 Fa� 1Vu�rber Date /Z �� ;�'��'i�V'::��:5 �'�l��G�v'�'�1 � ,� �i�� ,;� � ;, U��'� �o �'�U��p U��a. � � �� ._ Issue I)ate 10/28/99 ATTACHIVVIEEN'T 1 A Page 1 of 2 City of FQrt V�Qrth Minority and �omen Business Enterprise Specificat�pns NiBE/V�BE UTILIZA��ON � L �' I.Y m � PI CONSTRIJCTION GURPORATION Prime Company Name H'i.AR1VIQN PARK SOCCER COMPLEX PHASE I Project Nazne CITY'S M/WBE PROJECT GOAL: 22% 2 DEC 1999 Bid �7ate C 18 U_54�12000/080181042010-0�0 l l lfl3'� 146 Project Ntimber M/WBEPERCENTAGE ACHIEVE�: 37% Failure to complete this.farm, in its entiretywith.supporting documentation,.and reeeived by the:Managing Depar#�nent on or before 5:00 p.m. five (� City business days after bid opening, exclusrve of_bid date, will result in the bid heing considered non-responsive to bid spec�cat�ons. The undersigned bidder agrees to enter into a formal agreement with the 1VIBE and/or WBE firms for work listed � this sche�lnle, ceAditianed upon execution of a contract with the Cit,y of Fort �Korth. The intentional and/or I�xe�qving misreprese+�tation of facts is grounds for consideratiog o� disqualit'ic�tion and will result in the bid being conaidered �on- responsive te specificatipns. Company Name, Contact I�iame, Certified Address, and Telephone Number � � iu 'Dn Custom Fence i+ r Barbara Duce X 401 N. Rudd Burlesoa. TX 76097 817-295-AfTll Brock & Sons Contr'�. Leo� WmslRav W�born 911 Cook Street Midbthian. TX 76065 817-477-5409 J.C. Truelaing Barbara Cole 5212 Kaltenbrun Rd. Fort Worth. TX 7G�19 817-5'72-5712 X X Specify All Contracting Specify.All Items Specify Dollar Ampunt Scope of Work (*) to.be Supplied (*) Tie;(**) Chain.Link:Fence A$nhalt Pavin� Rock BaQe Truckin� #or Leon Cole Grading Oneration 1 25:Q11: 1 9055Z. 2 22.7D4. ; M/WBFs must be locatacl in tkie9 (nine) cotmty markdplaceor cvrrently dbing business in the market�lace at the time of bid. (*) Specifyall areas in cvhich M/LVBFs areto be utilized and/or it��s to be suppliod. (') A mr�lde lis[ing of items to be supplied is required in order to receiue credit toward ihe M/WBE goal. (**) Idaitify eadi Tie,r IeveL Tier: Means the level of subcartrading below the prune amtrador(consultant, i.e., a dired paVmart from the prime ca�rador to a s�ibcartractor is considered Ist tier, a paymerrt by a subcaitrador to its supplier is considered 2nfi tier. TI-IIS FORM MUST BE RECEIVED BY T�-IE MA�TAGING DEPARTMENT BY 5:00 P.M. �IVE (5) GITY BUS�SS DAYS AFTER BID OPENING, EXCLUSIVE OF Tf�E BID OPENING}}�TE. �„ Pages 1 and 2 of Attachment 1A must be received by M�nagutg Depart�e�,t a,� : , ;��(� �Vr'D _ �. �. . - - \% li - i:'-j��j;`u trL�'��U�1511iNU`�RU � ., � . �'� ��J�.r' "r�� , ��:;J:u o a � �� ."' 0 �., MB�/�VB� UT�LIZAT�pN City of Fort V��rth Minority and Womer�: Business Enterprise Specifica�pns C,, � Company Name, Contact Name, � Cert�ed Specify All Gontraeting Specify All Items to Specify Do11ar Amount Address, and Telephone No. c X Scope of Work (*) Supplied (*) Tier(**) D �A . T � � �. The bidder further agrees to provide, direetly te t�e City upon request, eo�nplete and aocurate information rEgafiding actual work performed by ali subeontraetars, including MBE(s} and/or WEB(s) arrangements submitted v�i#h thi� bid. The bidder also agrees to albw an audit and/or eaamination of any boolts, re€ords and files held by their compaey that �, will snbstantiate the actual work perfora«d by the MBE(s) and/or WEB(s) on this contract, by an avthori�ed o�er or employee of the City. Any i►itentional and/or knowing �nisrepresentation of faets will be grouads for terminating the �,., contract or debarntent from City work for a�eriad of not less than•fih�ee (3) °years and for initiating action unde� FedQral, State or Localla�vs concerning false statements. Any failure to eomply �vith•tlus ordinance aad creates a material.bt�each � of contract may result in a determination of an:irresponsible offercrr and barred from partici�rating in City work.�or a period of time not less than one (1) year. d.... ALL MBEs and Vt'BEs MUST �E CE1�TI��ED �:�' �'� eITY BEFOR� CONTRA�T AWARD � =� ��%�G Authoriz atiue ciG� Regional Manager Title . PI CONSTRUCTION CQRP. � r.. �. � Company Name 3649 Conflans, Ste. 102 Address Irving, TX 75061 City/State/Zip Code Issue Date 10/2$/99 ATTAC�-Il�I�N�' 1 A Page 2 qf 2 Jirn Moburg Printed Signature Brian Smith, Praject Coordinator Contaet Na�ne and Title (if diff�rent) 972-313-9�ti7 TetephoneNumber (s) 972-313-9387 Fax Nu�nber �z-6-9� Date THIS FORM MUST BE R�CEIVED BY THE MAN��ING DEPARTMENT BY 5:00 P.M. FIV� (�) CITY BUSIDiESS DAYS AFTER BID OPENING,.EXCLUSIVE OF THE.BID OPENIl�TG D�T� P�ges l and 2 of AttaehinentlA must be received:by tite:iV[anaging De� r�nt ^^ ''�''�1�=�":�:Jl�i� �'�G`vil�r,C� I `�= ��`�` ��'� ��'aG' �� U Oo U�'� I,!�11I10 �L�l�\. � /� � Issne Date 10/28/99 ATTACHMENT 1B Pag� 1 �of 1 � Cifi�. of Foet �Vc�-tb Minority and WomeQ Business Enter-prise Specificat�wns � Prime Contrac�fl� ��ivec PI CONSTRUCTIQN CORPORATION HE1R1�10N PART� SOCCER COMPLEX PHA�E I Prime Cnntractor 2 DEC 1999 Date r� Prajectl�Iame. C18�/541200/080I81042010-A8411I03714G ProJect 1�Fumber Ifboth answers to this-form are YES, do not.complete ATTACHMENT 1C (Good Faith Effort Fo�m). All questions on this form must be completed and a detailed e�pLanatian provided, if applieable. Ff�he answer to either question is NO, then yot� must complete ATTACH�ENT 1 C. Thi� form is Qnly applicable if oth answers are yes. Fai�ure to complete this form in its eniirety and be receiveci by tl�e Maitaein� Deoartment on or before 5:(}El n.m. five (51 Citv business days after bid openin�. esclusive of the bid ogc;ning date, wiIl result in the bicl beiug considered non- rE�sponsive to bid specifications. � Will you perform this entire contract without subcontracroFs�? Yes _X No , If yes, ptease provide a detailed explanation tfiat proves base.d.on rhe size and scope of this project, this is your normal business practice and-provide an operational profi�e of your business. � r" �� C � r• Will your perform this entire contract without .suppliers� Yes X_ No If yes, please provide a detailed explanatio� that p�oves based on th� size and scQpe of this project, this is your normal business practice and provide an inventory profrle of your business. The bidder further agrees to provide, direetly to the City upon reqt�est; eocnplete and ascurate infoFination regar�iing actual work performed by all subcontract�rs; including MBE(s) andtor WBE(s) on lhis cantract, the payment ther�fore and any proposed changes to the orignal MBE(s) and/or WBE(s) aFrangements submittcd=with this bid. T'he biclder also agrees to allow an audit and/or examination of an� books; reeords. and fli es held by lheir comgany that will substantiate the actual `uork performed.by the MBE(s) and/or WBE(s) _ou-this contract, by an aut�orized offrcor or cmployee of the City. Any intentiona� and/or knowing misrepresentation of facts will be g�ounds for terminating the contract or de}�arment from City wori: far a peria� Qf not less than three f 3j years and for initiating action uqder Federal, State, or Local laws conceming false statemcnts. AnyfaiI�are ta co�rtply with this ordinance and creates a material breach oCcontract may result in a determinarion of an irresponsible offeror and barred from partieipati�g in City work far a period of time no icss than one (1)_veaz. , _ 1�� Authorized i atnre � Regional Manager Title ' PI CONSTRUCTION CORP. Company Name 3649 Conflans, Ste. 102 Address �" Authori� Signatnre � Jim Ntobur� Frmted Siguature B�ian Smith, Project Coordinator Contacf Name (if different) 972-313-9367 Contact "releplionf; Number (s) 972-313-9387 Fas Number FT CONSTRUCTION C(�RP. Comp�y Name ,., ..,p �. , �� ,.�� I� n��I��UQ�;��n. I;��C�' � l) � i� \:,- �, o�_ 1 `,., 1_J �� V� ��1 c�� Lr}I�n'�tiU•� li f�R �°��^,r�5?��I S�r�til ELEVATING GRADER FOUNDATION DRILL OPERATOR (CRAWLER MOUNTED) FOUNDATION DRILL OPERATOR (TRUCK MOUNTED) FRONT END LOADER (2 '/2 CY OF LESS) FRONT END LOADER (OVER 2 '/z CY) HOIST (DOUBLE DRUM & LESS) VIBRATOR OPERATOR WELDER $10.000 $11.138 $8.823 $9.311 $8.917 END OF PREVAILING WAGE RATES uf�l��'COQ� �?�C'� a�� 0� ��rG,��G�� o ��°��G��9 �C��o Issue Date 10128/99 $7.000 $10.459 Harmon Park Soccer Complex Prevailing Wage Rates — 2 City of Fort Worth Prevailing Wage Rates � � � � � � � � �1 � � r � � � � CLASSIFICATION AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER BATTERBOARD SETTER CARPENTER $10346 CONCRETE FINISHER (PAV) CONCRETE FINISHER (STRS) CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER (STRS) FORM LINER FORM SETTER (PAV & CURB) FORM SETTER (STRUCTURES) LABORER, COMMON LABORER, UTILITY MECHANIC OILER SERVICER PILEDRIVER PIPELAYER BLASTER POWER EOUIPTMENT OPERATORS ASPHALT DISTRIBUTOR $12.498 ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER, 150 HP OR LESS BULLDOZER, OVER 150 HP CONCRETE PAVING CURING MACH. $11.548 CONCRETE PAVING FINISH. MACH. $16.300 CONCRETE PAVING FORM GRADER $11.436 CONCRETE PAVING JOINT MACH. CONCRETE PAVING JOINT SEALER CONCRETE PAVING FLOAT CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL (LESS THAN 1 YZ CY CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL (1 %z CY & OVER) CRUSHING OR SCRNG PLT OPR. Harmon Park Soccer Complex Issue Date 10l28199 CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 RATE CLASSIFICATION RATE POWER TOOL OPERATORS $7.554 MILLING MACHINE OPERATOR $6.650 $8.565 MIXER (OVER 16 C.F.) $9.000 $8.255 MIXER (16 C.F. & LESS) $7.913 $9.371 MIXER- CONCRETE PAVING $9.500 $8.920 MOTOR GRADER OPERATOR $9.447 (FINE GRADE) $9345 MOTOR GRADER OPERATOR $9.891 $9.058 PAVEMENT MARKING MACHINE $6.402 $7.733 POSTHOLE DRILLER OPERATOR $9.000 $12.761 ROLLER, STEEL WHEEL $5.598 (PLANT-MIX PAVEMENTS) $8339 $8.717 ROLLER, STEEL WHEEL $8.913 (FLATWHEEL OR TAMPING) $7.963 $8.686 ROLLER, PNEUMATIC SELF-PRO $7.403 $8.427 SCRAPER- 17 C.V. & LESS $8.138 $6.402 SCRAPER - OVER 17 C.Y. $8.205 $7.461 SIDE BOOM $7.793 $10.658 TRACTOR - CRAWLER TYPE $8.698 (150 HP & LESS) $8.448 $8.104 TRACTOR - CRAWLER TYPE $7.500 (OVER 150 HP) $8.873 $8.509 TRACOR-PNELTNATIC $7.735 $11.333 TRAVELING MIXER $7.615 TRENCHING MACHINE - LIGHT $8.188 $8.404 TRENCHING MACHINEE - HEAVY $9.053 WAGON - DRILL, BORING MACHINE $9.000 $7.908 REINFORCING STEEL SETTER $8.703 (PAVINGO $9.218 $9.160 REINFORCING STEEL SETTER $8.213 (STRUCTURAL) $9.453 STEEL WORKER - STRUCTURAL $8.500 $9.042 $7.350 $7.875 $9.290 $9.750 $9.000 $9.513 $10.517 $9.500 SIGN ERECTOR SPREADER BOX OPERATOR $6.988 BARRICADE SERVICER ZONE WK. $6.402 MOUNTED SIGN INSTALLER (PERMANENT GROUND) $6.402 TRUCK DRIVER - SINGLE AXLE (LIGHT) $7.465 TRUCK DRIVER - SINGLE AXLE (HEAVY) $8.067 TRUCK DRIVER - TANDEM AXLE (SEMI - TRAILER) $7.816 TRUCK DRIVER - LOWBOY/FLOAT $9.653 TRUCK DRIVER - TRANSIT MIX $7.507 TRUCK DRIV$i,i� - "FI'�I 10I: _ $8.200 �;��'U'I�':;VG'-`:h� i;�!� UU`�� Prevailing Wage Rates -1 �^ i��7,�,i �� ;fi�q�� ortt Prevailing Wage Rates .:�u ll ��U=�� h"�� Ul'�LI��uIfUp ULSWo Issue Date: 10/28/99 Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 2. If the answer to the questions 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, D.C. 20210 The request should be accompanies by a full statement of the interested party's position and by any information (wage 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, D.C. 20210 4. All decisions by the Administrative Review Board are final. END OF GENERAL DECISION �� ;;��iy�,`:�J`�-0[�.is S�'_L��GJQ� � �� cC ��--G,��f f; J j•L � L1� � � i ��;,� n �:i� �' ,_-��4 �� Harmon Park Soccer Complex Federal Wage Rates-2 Federal Wage Rates �r� � L� "`�1 � IJ � � � � Plumbers/Pipefitters Carpenters Concrete Finishers Electricians Form Setters Laborers: Common Utility Painters Pipelayers Power Equipment Operators Backhoe Bulldozer Crane Front End Loader Mechanic Scraper Reinforcing Steel Setters Truck Drivers FEDERAL WAGE RATES Rates Fringes 18.98 2.79 10.40 3.64 9.81 13.26 7.86 6.37 8.09 10.89 8.43 11.89 10.76 13.16 10.54 10.93 10.00 10.64 7.34 Issue Date: 10128/99 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 (29 CFR 5.5(a) (1) (v)). 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: �1 Harmon Park Soccer Complex ' Rates Federal Wage Rates-1 3.30 3.30 ��;!:�s�'CO�:� �'��UG'� �:�. u �, ',<-�'��''u' c��':;G��V �Io ��'l��o ��"�. Federal Wage Issue Date 10128199 WEATHER TABLE MONTH JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER ANUALLY AVERAGE DAYS RAINFALL (1) 7 7 7 9 8 6 5 5 7 6 6 7 :1 1.80 2.36 2.54 430 4.47 3.05 1.84 2.26 3.15 2.68 2.03 1.82 3230 SNOW/ICE PELLETS (3) 1 * * 0 0 0 0 0 0 0 0 * 1 (1) Average normal number of days rainfall, 0.01 " or more. (2) Average normal precipitation. (3 ) One inch (1 ") or more. • Less than one-half inch (1/2"). Unseasonable weather is defined for contract purposes as rain/snow days which exceed the average number of days or inches of rainfall in the given month. This table is based on information recorded at the former Great Southwest International Airport, Fort Worth, Texas, covering a period of 18 years. Latitude 32 degrees 50' N, Longitude 97 degrees 03' W, elevation (ground) 537'. Harmon Park Soccer Complex Weather Table -1 INCHES RAINFALL (2) ��;�� G�� G'��G�@ � i`�-��'r'C(� (i (�')(� a (e�j�q �=" ' l�r C��` � U��S �W U Weather Table ��!�:I 7^ 1��Up UlSlN �;�, �l, ,., ��, � � �� - � � � � � � � Issue Oate 10(28l99 VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non- resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non- resident bidder in order to obtain a comparable contract in the State in �vhich the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet speciiications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in business, are required to be of the statute is attached. Non-resident vendors in underbid resident bidders. (give state), our principal place of percent lower than resident bidders by state law. A copy (give state), our principal place of business, and not required to B. Our principal place of business or corporate offices are in the State of Texas. [)Gf Please Check or mark with an "X" BIDDER: :�rs�5T2vc�cQ�JJ C�Pr P• By: PI GO�I ST2v�--�QJ �r l7 - (please print) � l �"1 C� �s3��' 4 (please print) i�, �,�, �cti n �. 0`�law� Grrt._ (please print) Company Signature:��_��7�+ rrlio��r/ Title: ^C-b�GY��L. /�%NntAE.EtiL City: irU/«�� State�".�_ Zip 7506/ THIS FORM MUST BE RETUR.NED WITH YOUR OUOTATION 'v��'��J'��Z�`� �`_��''�� t �, `i '' li l�u C��U�l51fIn1U: U �a ��'r'�'h'lp i�[�%�o . Harmon Park Soccer Complex Vendor Comp{iance to State Law -1 Vendor Compliance to State Law � � CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' �"' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number C181/541200/080181042010 & C111/541200/080111037146 � � �'" STATE OF TEXAS � COUNTY OF TARRANT � � � � 1 1 1 PI CONSTRUCTION CORPORATION CONTRACTOR BY: � %��1�:;�,!/1�, �- J Moburg � Regional Manager Title 4 February 2000 Date BEFORE ME, the undersigned authority, on this day personally appeared Jim Mobura , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of pI Construction Comoratiorfor the purpose and consideration therein expressed and in the capacity therein stated. F�� GIVEN LJNDER 000 AND AND SEAL OF OFFICE this 4� day of �Y , � . �� Q�i� N�iary Public in and for the State of Texas .�ar°b"�"� LOIS LUCIER �' �a°� � �n: �;� Notary Public State ot Texat �'rt �+._ �/ �C�.O�I�II_IIN`S_3_10(1 �/�11�8$ �f Df �Ef`� VCMi11M�1 �7� ZW3 'w�w��w� ��0'G�C�� G'��1Q� ':: ��►f ��': � ° °� U l�o �^' C'��19p ��. � r'�'! �"� !�� r� �"� � E`_� C� �'�, � � �.� � �� Issue Date 10/28/99 TO THE EMPLOYER/CONTRACTOR: Pursuant to Texas Worker's Compensation Commission Rule 110.110(d)(7), a contractor engaged in a building or construction project for a government entity is required to post a notice on each project site informing all persons providing services on the project that they are required to be covered by workers' compensation insurance. The notice required by this rule does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Commission rules. This notice must: (1) be posted in English, Spanish and any other language common to the employer' s employee population; (2) be displayed on each project site; (3) state how a person may verify current coverage and report failure to provide coverage; (4) be printed with a title in at least 30-point bold type and text in at least 19-point normal ,,_>> type; and �r �5=� ��v., �1 ��c� �; �S j� c=?) �' ��;, �) contain the exact words as prescribed in Rule 110.110(d)(7) without additional words or �� , � changes. �� 2 �� `' � notice on the reverse side meets the above requirements. Failure to post the notice as required by this rule is a violation of the Act and commission rules. The violator may be subject to administrative penalties. Harmon Park Soccer Complex Contractor Compliance to Workers Compensation - 2 Contractor Compliance to Workers Compensation � 1� i � � � � � � _ � � � � � � � � �""� Issue Date 10/28/99 REQUIRED WORKERS' COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction proj ect must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the proj ect, regardless of the identity of their employer or status as an employee. Call the Texas Workers' Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer' s failure to provide coverage . ��; ��5�)�� ❑ ��C�) 7 �� I�rmon Park Soccer Complex Contractor Compliance to Workers Compensation - 3 Contractor Compfiance to Workers Compensation i'-� r-� �--� r� �r � r-� r� � r� r� �-� �-� ��'_'-'� �-� � t-�-� � �� Issue Date 10/28/99 COBERTURA REQUERIDA DE COMPENSACION PARA TRABAJADORES La ley requiere que cada persona trabaj ando en este sitio o proporciona servicios relacionados con este proyecto de construccion tiene que estar cubierto por aseguranza de compensacion para trabaj adores . Esto incluye personas que pro9porcionan, cargan, entregan equipo o materiales o proporcionan mano de obrra, transportan, o cualquier servicio relacionado con este proyecto, sin considerar la identidad del patron o estado del empleado. Llame a la Comision Tej ana de Compensacion para Trabaj adores al 512- 440-3789 para recibir informacion de los requerimientos legales de cobertura, para verificar si su patron le ha proporcionado la cobertura �� requerida o para reportar falta del patron en proporcionarle cobertu ..�=. � - .� �L. �-�;. �� ,� 2� �;. � � �S ,�� : ��;� e � � � � C�i �5�� `� c�amon Park Soccer Complex Contractor Compliance to Workers Compensation - 4 Contractor Compliance to Workers Compensation � cER�rkxc,��cE aF �Ns€r�c� TO: C�T`�.' OF FOR'F WORT�i, TEXAS Date 213/2000 NAME O� PRO�'EC'z': �r' ts �„ arr,�an p�r ,k ,,� p�plex p�ZqJEC'T NUMgER; C181/5�v4�0 /08Q18�,Q� n�, �i i i i�� jna01Z037146 THLS IS TO CERTIFY TTi�AT pI ��tru�t�.on. a�t�ora+; ;-�, (�i�e and Addz�ess v�Insured)13� nd Spxangs �oad, Buil.ding A, Aus�in. TX 78729�447.7 is, at the date of tk�is certificate, insc�rcd bY th�is CornPany wxth resgect to tlte busiz�ess operatians h�reinaftex de�zbed, for the type af insurance 2ttd in accordance with th� proviszozis o�'the sLandard policies used by this Com�patty, aad fiuther hereinafier dcscribed. Except�ons to standard policy n,oted on z�evexso side hereof. Compr�ensirre G�u� Liability insuraace (Ptabl.zc Liabiliry) BlastinR Coltapse of B�ildings o� strccctur�s adjacent to excavations Damage ta YJmderground Utilities ' Builder's R,isk r ComprehEnsive Automobile Liabil,i.ty �.., � (�� ii�TStTR, TiC� Policy No. �££eciive Expizes 46C�T0318J 11/17/99 11/17/00 46aQT43�8J 11/17/99 Limits of Liabitity $odiiy TnjurY, EsGhQCCunCencc: $1r000,000 Occ.-urz•ez�c Property Damag�, 2� 000 , 000 Aggrega�E �Ch aCC11ti'�T10G: �ined Single 7�ir Each Occu�.xcnce: � 1 � I17 /00 �acH Occurrence; 46c�T0 31$J I1 j17 /99 lI /I7 /00 Eg�� dcCurteriCe: �adzly �jury, ' Each �arson: 46WII�r0 319 J , �a,ch Occuzxence: Zl /17/99 1.1. /�.� /00 pmperty Damage � Each Occurrence: aodily znjury►, �60�o3�$J iz�i��g� �1�i��oo E�;� o�u�ren�e: Praperty Dama�e, Ea�h Occurre�n.ce; $ � C,.an�actual Z.zab�lity s w 1.,000,OOOOccurrenc $ 2,OOfl,OQOAgyregat� I,OOO,QOOO�currenc $ 2,aoo,000A��tE $1,,00O,OOQ $Canbined Single r•;,�,; t $ $1, o00 , ooa�cc,�rnx $z,000,000�.�a- LOC�210As CdYC2"Cd: �rations of t,t� N��ed znsured Descziption of operatians co�ered: ��- �-rat�.aris o� N�ci 7nsured as per p�licy oaritract Th� above golickes ��ar in thc bedy thcreof or by agpropriate ondorseme�tt provide that they m:ay not be changed or caiace�ecf by the insur�r in less than $ve days a.ftez the insured has receivod written notix af sucb� chaz�ge or cancellation. - Where applicable local Iaws ar reguiatians z�quire mone ihan five days actuaJ notice of �hange or canc¢llation t� be assutx�d, the above polioi�s contain such Special r�quiz'ern�ts, citl�c� iz1 t1�e body thateof or by appro�riate endors�ment thcreto attached. /� . u Agency: �• �c� m- Fdrt Warth Aget�t:349 W 7th By: �'t�.s �`xa,.11is A�ddt�css: Ft v+�orth ."rx Tit�c: F� utive vi.ce Pxesid�nt Hamxan Faric soxer eemplex � CeRlCICffie Ot 1n8Ur�r1Ge-4 � '��': � � �� '� �j�Il�lll��'' � � � _5�.�.i��. ; ^�^ r , . �:, ��U� �r'�G�; I1;�151Gn1U`� �� 11 �� V'��L,}i!��':'�JUY il��`o , � DATE �MM/DDl1'Y) ACQRD�, CERTIFiCAi'E �F LlAB1LITY INSURANCE I 2�osioo r" �RODUCER THIS CERTIFiCATE !S ISSUED AS A MATTER OF INFOiiMATlOi1t Wm. Rigg Co. 01V1Y AND CONFERS NO RIGHTS IfPON THE C�RTIFICATE 3Q9 W 7th, Ste 200 H�LDER. THiS CERTIFICATE DOES NOT AMENP, FJCTHND OR ALTER THE COVERAGE AfFORDED BY THE POLICtES BELOW. Ft Worth, TX 76102 I 817-335-4�44 INSURE�t3 AFFORPING COVERAGE � INdUNED � PI Construction Corporation 13498 Pond Springs Rd., B1dg A Austin TX 78729 I1NsuReR n; Wartford Insurance Company I INSUaER 9: I 1NSUREA C: INSURER D� � � INSUR@A E: COVERAG�S � THE POLICIES OF INSURANCE LISTED BELOW MAVE BEEN ISSUED TO �HE MSURED NAMED ABOVE FOR THE PbI.ICY PERIOD fNDlCATED. NOTWITHSTANOING ANY REQUIREMENT, TFliM OR CONDITlON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICN 7HIS CERTIFICAT� MAY BE ISSUED OR MAY PEHTAIN, THE IN5URANCE AFFORDE� BY FHE POUCIES DESCRIBEO HEREIN IS SUBJEGT TO ALL THE TERMS, EXCWSIONS AND COND1710NS OF SUCM PpL1CIE5, AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAIO C�AIMS. INSii' POLICY EF'I�ECTIVE POLICY D(AtRATtON � TR TYPE Ox �NSURANCE PpIICY NUMBER �pTE 4MM/D0 _ Y�QOTE tMMMDNYf LIMI75 A DENEauuaBum 46CQ70318 i1/17/99 11/17/00 EACMOCCURftENGE a z000aoo � X COMMERCIAL GENERaL uA81UTY ` FIRE OAMAOE IAny onq tirc) S 3000A0 CLAIMS MACE � OCCUR I MED EXG Uny nnp parso�l S 5�00 ' I P£RSONAL � AGV uuJUkY 6 1000000 I GfNERALALi6REGATE S 20000U0 GEN'L Af30FtEGATE UMIT APPLIES PER; � PappUC7S • COMD/OP AGG 8 20D0000 � POLICY n PRO• n � �}ff7T LOC - ---- --- - - A nuromoane u,ueiuTr 46WENQT0319 11/17l99 1 i/i 7l04 COM6INEO SIN6LE LIMiT s j000000 X ANY AUTO lEa accldant} ALL OWNED AUTOS 80DILY INJURY � SCHEDULEC AUl'OS (Por personl ^ _ e _ X HIREG AUT�S 00D11Y iNJVRY X NON-0WNED AUTOS (Per acclCent} e � PROPERTY DAMA�E y lPer acclds}+tl CiA�►flE WIBWTY AU70 OlJLY - EA ACC�OeN7 S � ANV AUtO - p7HER TNAN �` ACC „ �AU7p ONLY; AGG S A��g «+��'fl' 6HUQT0321 11/17/98 11/17/00 EI�CIi OCG�RRENCE I a s000000 � OCCUA n CLAIMS ntaOE I AflOREGATF � s SOQ0000 � I �OEDUCTIBLE x iikTENTION S 10000 A WOtiKEA6 COMPElYSATfON akD � FMPLQYEf18' Gne�L1TY orM� 46WE070317 11I17/99 I 'I � i'I 7/OO X WC ST MITS� I�FR I E,L EACN ACCIDENT I E.L. DtSEASE - EA EMPlOV6E I E.L DISEASE - POUCY LIMIT 100Q000 100AQJf,D 70�000a DESCAIPTIDN OF OiERA710N3lLOCA710PtS/VEMICtESlEXCWSIONS ADOED BV ENDOitSEMENY/SPECIAL PROV16tONS � Projeci Name: Improvements to Harmon Park Soccer Complex Project No� C'181l541 2 0010 80 1 8 1 042 0 1 0 E� C111/b41 200/0801 1 03 71 46 � - CER'TIFICATE h10LDER I I AODITIONAL tNSURED; IN6YRen �ETTQR: City of Ft Wo►th, Texas � City Hatl Ft Worth, TX � ACORD 25•S (7/971 � 4- 18 CANCELLATION SHOU�o ANY OF THE AeovE �ESCRIBEO POitCtES BE CANCf.��Eb BEFORf TME RXPIMTION oa7E THER£OF, 7HE tSSUING INSVRER W1�L ENDEAVOR 70 MAII � O DAYS WATiTEN N0710E TO TNE CBRTtfICATE NO�DER NAMfO TO YHE IEFT, BUT fA0.URE TO DO 50 SNnu tMPOSE NO OBlt4ATION OR LIA8�4TY OF ANY K1Np UPON TNE INSURER, 1TS AGENTS 0� REPAFSENTATI V ES. _ __ _ . . AU7HORI26D REPAES�fJ7ATlVE � ` + �+ ION 1988 r � r. I ;i `�', I li �c f '� � �� I� �',�r� : `,. ��,�� _.. �F_,5.,'� �<�� (= ,i �rr�� r� "/� �er'�� .: ti �� u�C��,�� (�R I�r;��I�:�S�fJi S�(?ti� INIPORTANT it the ce�tificaie holder is an ADDfTtONAL 1NSURED, the paticy(iesl must 6s endorsed. A statement on this csrtificate does not confer rights to the certificate holder in lieu of such endorsemant(s!. If SUBftOGATfON IS WAIVED, subject to the terms and conditio�s of the policy, certain po{icies may require an endorsement. A siatement on this certificate does not confer rights to the certificate holder in lieu of such endorsementtsl. DISCLAIMER ihe Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurerfsl, authori:ed representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies iisted thereon. CORD 25-S (7/971 `"Iriri�� h�'��(`I+"llr� (i if�'� �'u� CC�1�� `)� �S G�� :-; f` ; �,r�� G��?a _ �G,,� �. _.__..._ � � � ' ' ' 1 ' ' , , , ' ' � � , e � � Harmon Park Soccer Complex Issue Date 10/28199 DIVISION 1 - GENERAL REQUIREMENTS �v��;��v II/�`:� �� O�G'D ��_ ll^ !�T,' `,'�,�rf� +, �.)�� U� U� ,�;- ,�,;:�.: ::,;�, I(]�,�(7 �^ �'= - . . �� rZ�G �UL''do Division Division Issue Date 10/28/99 At the time of the pre-constniction conference, a construction start date shall be established and indicated in the Notice to Proceed (Work Order) issued by the Engineering Department. The Contractor shall begin the work to be performed under the contract on or before ten working days from the date the Work Order is issued. The Contractor shall carry the work forward expeditiously with adequate forces and shall complete it within the period of time stipulated in the contract. 1.02 LIQUIDATED DAMAGES This project will be completed within the specified days allowed. Liquidated damages will be assessed if the project runs over the allotted time. SECTION 01100 - ALTERNATIVES The City reserves the right to abandon, without obligation to the contractor, any part of the project (subject to conditions set forth in Section 01150 - Payment to Contractor) or the entire project at any time before the Contractor begins any constniction work authorized by the City. SECTION 01150 - PAYMENT TO CONTRACTOR 1.01 SCOPE OF PAYMENT: The Contractor shall accept the compensation as provided in the contract in full payment for furnishing and paying for all materials, supplies, subcontracts, labor, tools and equipment necessary to complete the work of the contract; for any loss or damage which may arise from the nature of the work from the action of the elements, or from any unforeseen difficulty which may be encountered in the prosecution of the work, until the final acceptance of the work by the City; for all risks of every description connected with the prosecution of the work; for all expenses and damages which might accrue to the Contractor by reason of delay in the initiation and prosecution of the work from any cause whatsoever; for any infringement of patent, trademark or copyright, and for completing the work according to the plans and/or specifications. The payment of any current or partial estimate shall in no way affect the obligations of the Contractor to repair or remove, at his own expense, the defective parts of the construction or to replace any defective materials used in the construction, and to be responsible for all damages due to such defects if such defects or damages are discovered on or before the final inspection and acceptance of the work. 1.02 Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20 day of each month that the work is in progress. The estimate shall be processed by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. ��i�U��l��, G�'C�C�G'D Harmon Park Soccer Complex Technical Specifications-2 � �� Di ision I— Technical Specifications i� J-'�I 11 CN��G�L�IfWe) �7 G� �+�,'�'� r�9 ��o +r{ � f_; Issue Date 10/28199 TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF WORK L_ J � , � � � � � The contractor shall supply all superintendence and shall perform all work and furnish all labor, equipment, materials and incidentals necessary and complete all work as described in the plans and specifications. The City of Fort Worth Engineering Department shall be responsible for the construction layout and stake lines and grades for this project. All construction and other work shall be done by the Contractor in accordance with the best engineering and construction practices for the skill or trade involved. The work to be accomplished under these plans and specifications for Harmon Park Soccer Complex, Phase I Development includes: Construction and installation of soccer fields, parking facilities, and site furnishings. These plans and specifications were prepared by MESA Design Group for the Parks and Community Services Department. The Department of Engineering will administer the contract and furnish inspection. The City Engineering Department shall be responsible for the construction layout, lines and grades, to include setting of excavation stakes and finish grade stakes on 50' grid and at all horizontal / vertical change in direction. Additionally, top of curb finish grade offsets shall be set every 50' and at change of direction. The Contractor shall perform any additional desired survey at own expense. The applicable items contained in the Standard Soecifications for Street and Storm Drain Constniction ■ for the City of Fort Worth, Texas, shall apply to this contract just as though each were incorporated in ,,� these documents. Where the provisions or specifications contained in those documents are contrary to this publication, this publication shall govern. In case of conflict between plans and specifications, the "1 plans shall govern. A copy of the Standard Sbeciiications for Street and Storm Drain Construction can � be purchased at the office of the Transportation and Public Warks Department , 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas. � [_� � L� � The contractor shall provide all permits and licenses and pay all charges and fees, and give all notices necessary and incidental to the due and lawfiil prosecution of the work. The Contractor shall contact the City of Fort Worth's Development-Plans Exam Section for a determination of applicable permits or variances required for this project. SECTION 01035 - CONTRACT TIME �` ��G��=� �� rC•�JU`�� ; I�� 1� c��::U,.��,l�r i a 1.01 PROGRESS AND COMPLETION �,'�, Nj'�;p^��;��;�� y�a i • ____� Upon receipt of a notification letter and the executed constniction contract, the Contractor shall be responsible for scheduling a pre-construction conference, which shall be held no later than ten working days from the date of the notification letter. Harmon Park Soccer Complex Technical Specifications-1 Division I — Technical Specifications ' Issue Date 10/28/99 B. Method "B". By a lump sum price agreed upon in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced, subject to all other conditions of the contract. C. Method "C". By actual field cost of the work, plus 15 percent as described herein below, agreed upon in writing by the Contractor and City Engineer and approved by the City Council after said extra work is completed, subject to all other conditions of the contract. In the event extra work is to be performed and paid for under Method "C", the actual field costs of the work will include the cost of all workmen, foremen, timekeepers, mechanics and laborers working on said project; all used on such extra work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable proportion of premiums on performance and payment bonds, public liability, workmen's compensation and all other insurance required by law or ordinance. The City Engineer will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such extra work will be performed by the Contractor as an independent contractor and not as an agent or employee of the City. The 15 percent of the actual field cost to be paid the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. The Contractor shall give the City Engineer access to all accounts, bills, invoices and vouchers relating thereto. 1.10 DELAYS: If delay is caused by specific orders given by the City to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 1.11 CLAIMS AND DAMAGES: Any claims for extra work or for any other related matter or cause must be made in writing to the City Engineer within seven calendar days from and after the cause or claim arises. Unless such claim is so presented, it shall be held that the Contractor has waived the claim, and he shall not be entitled to receive pay thereof. 1.12 TRANSPORTATION: No allowance or deduction will be made for any charge of freight rates. No allowance for transportation of inen, materials or equipment will be allowed. �v�r�� C�C�G°�D : C��`�r ��G?[��( ,,�., ��r,��,;r��?,r�i ��r�o �. . �: _ 4 H;armon Park Soccer Complex Technical Specifcations-4 Division I — Technical Specifications � ' � � � ' � � � � � � � � ' � Issue Date 10/28/99 1.03 It is understood that the partial pay estimate amounts will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimates shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. 1.04 The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this Contract. 1.05 For contracts of less than $400,000 at the time of execution, retainage shall be 10 percent. For contracts of $400,000 or more at the time of execution, retainage shall be 5 percent. 1.06 Contractor shall pay subcontractors in accord with the subcontract agreement within five business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payment to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. 1.07 Contractor hereby assigns to City any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States, 15 U.S.C.A. Sec. 1 et sea (1973). 1.08 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. 1.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor, that is authorized and approved by the City Engineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensation thus provided shall be accepted by the Contractor as payment in full for all labor, subcontracts, materials, tools, equipment and incidentals, and for all supervision, insurance, bonds and all other expense of whatever nature incurred in the prosecution of the extra work. Payment for extra work will be made under one of the following types of "Change orders" to be selected by the City: A. Method "A". By unit prices agreed upon in the contract or in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced subject to all other conditions of the contract. Harmon Park Soccer Complex Technical Specifications-3 ��„��O�G��,� ��)��i�.sion I— Technical Specifications '� ��' �[�':;G1 '�G��u I��o ��I�'UWy U�L�o Issue Date 10128/99 '"� SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS The contractor shall take all precautions necessary to protect all existing trees, shrubbery, sidewalks, buildings, vehicles, utilities, etc., in the area where the work is being done. The contractor shall rebuild, restore, and make good at his own expense all injury and damage to same which may result from work being carried out under this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the Owner to be accurate as to location and depth; they are shown on the plans as the best information available from the owners of the utilities involved and from evidences found on the ground. The contractor shall determine the exact location of all existing utilities and conduct his work to prevent interruption of service or damages. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet, shall be placed inside and outside vehicles such as cranes, demcks, power shovel, drilling rigs, pile drivers, hoisting equipment or similar machinery. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Equipment that may be operated within six feet of high voltage lines shall have an insulating cage-type guard about the boom or arm, except backhoes or dippers, and insulator links on the lift hood connections. When necessary to work within six feet of high voltage electric lines, the Contractor shall notify power company (TUElectric) to erect temporary mechanical barriers, de-energize the line, or raise or lower the line. The contractor shall maintain a log of all such correspondence. The Contractor is responsible for all costs incurred. ��,��u�;.,�� G�[�C��D �Y ��f� c�� U,�IS I�WI� U �� Cinn�. ,7� I ; �� ,.� ��.�?a � Harmon Park Soccer Complex Technical Specifications� Division I— Technical Specifications ,� � 1 � Issue Date 10/28199 1.13 ACCEPTANCE AND FINAL PAYMENT: The City, upon receipt of the Director's "Certificate of Completion" and "Final Estimate" and upon receipt of satisfactory evidence from the Contractor that all subcontractors and persons furnishing labor or materials have been paid in full and all claims of damages to property or persons because of the carrying on of this work have been resolved, or the claims dismissed or the issues joined, shall certify the estimate for final payment after previous payments have been deducted and shall notify the Contractor and his surety of the acceptance of the project. On projects divided into two or more units, the Contractor may request a final payment on one or more units which have been completed and accepted. � The final acceptance of the completed work will be by the Parks and Community Services Department and all guaranties covering the completed work and all maintenance periods shall � begin with the date of this acceptance. � � On delivery of the final payment, the Contractor shall sign a written acceptance of the final estimate as payment in full for the work done. All prior partial estimates shall be subject to correction in the final estimate and payment. SECTION 01300 - SUBMITTALS Prior to construction, the contractor shall furnish the Parks and Community Services Department a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time for clean-up. The Contractor shall submit to the Project Manager shop drawings, product data and samples required in specification sections. SECTION 01400 - QUALITY CONTROL � ,.� � � The contractor will receive all instructions and approvals from the Director of Engineering and/or his assigned inspectors. The inspector will be introduced to the contractor prior to beginning work. Any work done at the direction of any other authority will not be accepted or paid for. Final approval for the finished project shall be given by the Director of Engineering, City of Fort Worth. ' The contractor or a competent and reliable superintendent shall oversee the work at all times. The superintendent shall represent the contractor in his absence and all directions given to him shall be binding as if given to the contractor. I.J ' ' � SECTION 01410 - TESTING All tests made by the testing laboratory selected by the City will be paid for by the City. In the event manufacturing certificates are requested, they shall be paid for by the Contractor. Harmon Park Soccer Complex Technical Specifications-5 '��U�'��l��f� �:'��U�� ti� �� G��a� r`'� �'��! `,'l �F �[�o �� : �. Division I — Technical Specifications C Issue Date 10/28/99 "'� l. Complete data substantiating compliance of proposed substitution with � Contract Documents. �rl 2. For products: a. Product identification, including manufacturer's name and address. � b. Manufacturer's literature: (1) Product description , (2) Performance and test data (3) Reference standards ''� c. Samples, if required. d. Name and address of similar projects on which product was used, and date of � installation. D. In making request for substitution, Bidder/Contractor represents: ,..� 1. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. He will provide the same guarantee (or better) for substituted product or method ,� specified. 3. He will coordinate installation of accepted substitution into work, making such � changes as may be required for work to be complete in all respects. 4. He waives all claims for additional costs related to substitution which consequently become apparent. � E. Substitutions will not be considered if: l. They are indicated or implied on shop drawings or project data submittals without � formal request submitted in accord with Paragraph 1.04. 2. Acceptance will require substantial revision of Contract Documents. ^� SECTION 01700 - PROJECT CLOSEOUT 1.01 CLEANING � The Contractor shall make final clean-up of the construction area, to the satisfaction of the Parks ` and Community Services Department, as soon as construction in that area is completed. Clean- ;., up shall include removal of all construction materials, pieces of concrete, equipment and/or other rubbish. No more than five (5) days shall elapse after the completion of construction before the � area is cleaned. Surplus materials shall be disposed of by the Contractor, at this own expense, and as directed by the Parks and Community Services Department. Cleaning of equipment by Contractor or Subcontractor, such equipment as cement mixers, ready-mix trucks, tools, etc., � shall take place in an area designated by the Parks and Community Services Department. 1.02 GUARANTEE The Contractor shall be responsible for defects in this project due to faulty workmanship or materials, or both, for a period of one (1) year from the date of final acceptance of this project by � the Parks and Community Services Department. The Contractor will be required to replace, at his own expense, any part, or all, of this project which becomes defective due to these causes. w.J Harmon Park Soccer Complex Technical Specification�--8, ;,�<<�r�'��I �,��i01 �''j(��,�; Division I—Technical Specifications lh � ,� {,�-�j � �' ��.r�Y1�l IMI r;:.L c�� , ��L '��a�u;i'�;�� ; � i: � � � ' SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS 1.01 GENERAL Send submittals for substitutions to: David Creek, Landscape Architect (817)871-5745 Parks and Community Services Department 4200 S. Freeway Suite 2200 Fort Worth, Texas 76115-1499 1.02 PRODUCTS LIST Issue Date 10/28/99 A. Within ten (10) days after date of Contract, submit to Landscape Architect two (2) copies of complete list of all products which are proposed for installation. I: ' � Tabulate list by each specification section. For products specified under reference standards, include with listing of each product: � 1. Name and address of manufacturer 2. Trade name 3. Model or catalog designation 4. Manufacturer's data a. Performance and test data b. Reference standards ' 1.03 CONTRACTOR'S OPTIONS I:1 : � For products specified only by reference standards, select any product meeting standards, by any manufacturer. For products specified by naming several products or manufacturers, select any product and manufacturer named. For products specified by naming one or more products, Contractor must submit request, as required for substitution, for any product not specifically named. C � 1.04 SUBSTITUTIONS A. During bidding, Landscape Architect will consider written requests from prime bidders for � substitutions, received at least ten (10) days prior to bid date; requests received after that time will not be considered. � B. Within thirty (30) days after date of Contract, Landscape Architect will consider formal requests from Contractor for substitution of products in place of those specified. � C. Submit two (2) copies of request for substitution. Include in request: Harmon Park Soccer Complex Technical Specifications-7 Divi :io�,l -�e� ic I 5rpeciticaqons ` �, �!��:�%t� P�':�J'" \ `� L.�� . . . _ �� c�tif c�� c��u� �� f�R I�^n�r��7M 4r�'M � � Issue Date 10/28199 � SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the A project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, � hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, � arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whetlter or not anv such inic�rv. dama�e or deatlt is ca�rsed, iii whole or i�z vccrt. bv tlze neQligence or alleged ne�ligence of Owner. its � offccers, servants, or enivlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the � terms and conditions of this Contract, whether or �zot aiav sucJz iniury or dama2e is caacsed in whole or `'` iiz nart bv the negligence or alleged neQliQe�ice of Ow�ter. its of�cers. servants or emnlovees.. �� In the event Owner receives a written claim for damages against the Contractar or its subcontractors prior to final payment, final payment shall not be made until Contractar either (a) submits to Owner � satisfactory evidence that the clairn has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. END OF DIVISION � ' 1 1 ' � � ''J�I�J G�� G`?�C�� .��; c"��,� d �� n, -. �. �57� I 1�.,`,.. . �� [�o lr�a lJ�.;u.: Harmon Park Soccer Complex Technical Specifications-9 Division I— Technical Specifications ' � � i � ! 1 i 1 1 1 1 i i 1 1 1 � � � Harmon Park Soccer Complex Division Issue Date 10128/99 DIVISION 2 - SITE CONSTRUCTION , �� i��OG�� '[��r,G�D �;; ��`� �� G�� c �`� ir� �j��F��jr:��i�'I �?1� t�l'��,:�;•:�_fi�p �LSatio Division �, � � � � � PART 1 - GENERAL SECTION 02050 DEMOLITION Issue Date 10/28199 1.1 DESCRIPTION: Provide demolition, salvage and protection of existing structures and trees as shown on the Drawings or as specified in the construction documents. 1.2 NOTIFICATION OF OWNERS OF UTILITY LINES AND EQUIPMENT: Notify any corporation, company, individual or local authority owning conduits, wires, pipes or equipment on site affected by Demolition work. 1.3 PROTECTION: Protect existing trees, surfaces of streets, equipment or other materials scheduled to remain. 1.4 EXAMINATION OF SITE: ' Before submitting Proposal, visit and examine site to ascertain actual nature and scope of demolition and salvage work. Claims for extra compensation on account of additional labor, materials or equipment required for difficulties encountered in demolition and salvage work will not be recognized. 1.5 EXPLOSIVES: � � C � � � L�' 1 � Use of explosives is strictly prohibited without prior written approval. PART 2 - NOT APPLICABLE PART 3 - EXECUTION 3.1 DEMOLITION OPERATIONS: A. Prior to demolition operations, disconnect and cap off utilities and service lines not required for new construction in accordance with requirements of governing authorities, applicable ordinances and regulations. Remove such items and pay fees or costs in conjunction. Cap lines in accordance with instructions of governing authorities. B. Erect necessary barricades, storing and protective measures as required. C. Execute demolition of surfaces in a careful and orderly manner with least possible disturbance or damage to adjoining surfaces. D. Hazardous materials and debris resulting from demolition operations become property of Contractor. Remove and dispose, at an approved location, off site. Any permits required to move and transport said material are the sole responsibility of the contractor. E. Remove pavements, structures, utilities and the like to the depth of their structure. ,�„� -��. ' �;��G�� U,�Q �; ��'.'� �� F. Leave construction areas clean and ready for other trades. ',?;`� ';`[;"- Gj�� :i�u . .sL END OF SECTION �_ .'`�'�'�� r�, � Harmon Park Soccer Complex Section 02050 —1 Demolition Issue Date 10/28/99 I: the concrete shall be removed to that joint or edge. All saw cuts shall be parallel and/or perpendicular to the line of existing pavement. If an edge of a cut is damaged subsequent to saw cutting, the concrete shall again be sawed to a neat, straight line for the purpose of removing the damaged area. Concrete curb and gutter shall be removed as specified above. No section to be replaced shall be smaller than 30 inches in length or width. 3.03 UTILITIES REMOVAL: In general, those utilities on the site that are to be removed and that belong to the Owner shall be removed by the Contractor. The Owner is responsible for arranging the relocation or removal of other utilities owned by utility companies or other parties. 3.04 MINOR DEMOLITION: There may be certain items on the site such as old building foundations, fences, and other undetermined structures and improvements that must be removed before construction can commence. Unless otherwise specified, such items become the property of the Contractor for subsequent disposal. 3.05 USE OF EXPLOSIVES: The use of explosives will not be permitted in site preparation operations. 3.06 BACKFILLING: All holes, cavities, and depressions in the ground caused by site preparation operations will be backfilled and tamped to normal compaction and will be graded to prevent ponding of water and to promote drainage. In areas that are to be immediately excavated, the Architect/Engineer may permit holes, etc., to remain open. 3.07 DISPOSAL OF WASTE MATERIALS: A. Unless otherwise stated, materials generated by clearing, grubbing, removal, and demolition shall be known as "waste" or "spoils" and shall be removed from the site and disposed of by the Contractor. Similar materials may be unearthed or generated by earthwork operations or by subgrade preparation. Unless otherwise speciiied any merchantable items become the property of the Contractor. END OF SECTION � � �G�� Q� ��C��o�G?L 'V ��tif ��'� �l � ' e�� ?i7 ��%� ;�!�:'�M� ��s o Harmon Park Soccer Complex Section 02100 — 2 Site Preparation � � � ' � 1 � � ' ., � � Issue Date 10/28/99 SECTION 02100 - SITE PREPARATION PART 1 - GENERAL 1.01 SCOPE: Work in this section includes fiirnishing all labor, materials, equipment and services required for clearing and grubbing, demolition, and removal and disposal of items as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE: G� : Section 02200 - Earthwork Existing Conditions, Removal and Demolition Items. PART 2 — PRODUCTS 2.01 No products are required to execute this work, except as the Contractor may deem necessary. PART 3 — EXECUTION 3.01 CLEARING AND GRUBBING: A. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials from the project site or from limited areas of construction specified within the site. B. In general, clearing and grubbing shall be performed in advance of grading and earthwork operations and shall be performed over the entire area of earthwork operations. C. Unless otherwise specified on the plans, all trees and shnibs of three inches caliper and less (caliper is the diameter as measured 12 inches above the ground) and all scrub growth, such as cactus, yiicca, vines, and shrub thickets, shall be cleared. All dead trees, logs, stumps, rubbish of any nature, and other surface debris shall also be cleared. � I� i � � D. Buried material such as logs, stumps, roots of downed trees that are greater than one and 1-1/2') inches in diameters, matted roots, rubbish, and foreign debris shall be grubbed and removed to a minimum depth of 24 inches below proposed finished grades. E. Ground covers of weeds, grass, and other herbaceous vegetation shall be removed prior to stripping and stockpiling topsoil from areas of earthwork operations. Such removal shall be accomplished by "blading" off the uppermost layers of sod or root-matted soil for removal. 3.02 PAVEMENT REMOVAL: A. Bituminous and concrete pavements shall be removed to neatly sawed edges. Saw cuts ' shall be full depth. If a saw cut in concrete pavement falls within 3 feet of an en existing score joint, constniction joint, saw joint=_�, rv��:u.r��n joint, or edge, _ _, � ��, ,�,,3G,L i Harmon Park Soccer Complex Section 02100 —1 i��'�r ij��;:� p`�_15�, J�= • Site Preparation ��(� �jr �� ll\� CrL`:Iull,��j\� rsg�y�p��i''I�N� �� Yh'1'L��I;. e o Issue Date 10/28/99 2.04 IMPORTED FILL A. Imported fill materials shall be used for the construction of earth embankment in the event that (1) the volume of unclassified excavation is less than the volume of fill required for earth embankment and/or (2) the condition of materials removed in unclassified excavation makes them unsuitable for use in the construction of earth embankment. B. The Contractor shall haul and place imported fill obtained from off-site sources as necessary to construct the embankment and various other details of the construction plans. All costs related to such imported fill will be included in the contract price, and no additional or separate payment for imported fill will be due the Contractor. C. A sample of the proposed imported fill must be provided by the Contractor and be approved by the Owner. In general, imported material must be equal to or better than native material in quality and engineering characteristics. The Architect/ Engineer may also require the Contractor to provided a material analysis test of the proposed fill. 2.05 SELECT MATERIALS A. I: C � Select materials shall be imported from offsite sources, unless they are available from specifically designated areas on the site as marked on the plans. Cushion Sand: Clean fine sand, free from clay clumps, rocks, or other deleterious material. Playground Gravel: Gravel backfill for playground areas shall be washed "pea gravel", clean and free of all foreign materials. Particle size of the gravel shall be 1/8" — 5/8". Playground Sand: Sand backfill for sand dig areas shall be fine white sand graded with the following sieve analysis limits: Size Percent No. 16 No. 30 No. 50 No. 100 No. 200 2.06 LJNSUITABLE MATERIALS Percent Passing 100 98 62 17 0-1 A. Topsoil, select material, imported fill, or unclassified fill will be declared as "'unsuitable" by the Owner if, in his opinion, any of the following conditions or matter and particles are present to a degree that is judged detrimental to the proposed use of the material. . n 1. Moisture _. : U'�':�'��VL= _ �'u`''�L��l�' 2. Decayed or undecayed vegetation 1"i��_f,,T� C�S,�iuG1(�°�� 3. Hard an cla heav cla or cla balls �= l � p Y� Y Y, Y ``';,'` �'�'�', �ISL�:o 4. Rubbish — Harmon Park Soccer Complex Section 02200 — 2 EaRhwork � .� � C� � � :� � � � � � � � � l� � � , � PART 1 -GENERAL Issue Date 10/28/99 SECTION 02200 - EARTHWORK 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services required to construct, shape, and finish earthwork to the required lines, grades, and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE I1 : Section 02100 - Site Preparation. Grading Plan: Refer to plan sheets. 1.03 METHOD OF PAYMENT: Earthwork is a necessary and incidental part of the work. The total cost will be included in the Bid Proposal. Payment will not be made on a unit price basis. PART 2 - PRODUCTS 2.01 LTNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation, unless separately designated, within the limits of the work. Unclassified excavation includes all material encountered regardless of its nature or the manner in which it is to be excavated. 2.02 UNCLASSIFIED FILL A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native materials removed in unclassified excavation, or similar imported materials, shall be used insofar as practicable as unclassified fill. Properly deposited, conditioned, and compacted fill is hereinafter referred to as "earth embankment." B. Rock: Minor quantities of rock not greater than four inches in greatest dimension are permissible in fill materials used to construct earth embankment. Minor quantities of rock of greater dimensions may be placed in the deeper fills in accordance with the State Department of Highways and Public Transportation requirements for construction of rock embankments, provided such placement of rock is not immediately adjacent to structures or piers. Also, rock may be placed in the portions of embankments outside the limits of the completed graded width where the size of the rock prohibits their incorporation in the normal embankment layers. 2.03 TOPSOIL On-Site Topsoil: Topsoil shall consist of an average depth of six inches of native surface soil left in place after the ground cover of herbaceous vegetation and other objectionable matter has been cleared by "blading," as specified in Section 02100, "Site Preparation." Topsoil may be greater or less, than the upper six inches in depth. � Harmon Park Soccer Complex Section 02200 —1 ''�i��'��Q:� ��,C`��,�r�� r�r, Earthwork �Y il�+� �r�llv'G��U�'� U �,�� N u .1 � (�� 'l�:'��o ��'�o Issue Date 10/28199 � F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine � grading will be accomplished with a weighted spike harrow, weighted drag, tractor box blade, light maintainer, or other acceptable machinery. All particles of the finish grade shall be reduced to less than one inch in diameter or they shall be removed. All rocks of "� one inch or greater shall also be removed. Grading operations and equipment will be such that topsoil does not become overcompacted. Bulldozer blades and front-end loader buckets are not acceptable devices for topsoil grading operations. Final grading within five feet of constructed or installed elements shall be hand raked. "� G. Acceptability: Finished areas of topsoil are satisfactory if they are true to grade, true in plane, even in gradient (slope), uniform in surface texture, and of normal compaction. Areas of loose granular pockets or of overcompacted soils are not acceptable and will be reworked. Finished areas will promote surface drainage and will be ready for turfgrass planting. 3.03 UNCLASSIFIED EXCAVATION A. All excavated areas shall be maintained in a condition to assure proper drainage at all times, and ditches and sumps shall be constructed and maintained to avoid damage to the areas under construction. "� � � B. Surplus Material: 1. Surplus excavation is that quantity of material that may be left over after the grading plan is executed, and all earthwork operations, including excavation, embankment construction, topsoil replacement, and final grading, are � completed. Any other surplus material shall be disposed of as "waste" as specified in Section 02100. � 2. At this Park, the Architect/Engineer shall permit the Contractor to "waste" the surplus by constructing additional etnbankment in an approved location. No additional payment for such work would be due that Contractor. � C. Excavation in Rock: The use of explosives will not be permitted. Unless otherwise indicated on the plans, excavation in solid rock shall extend six inches below required subgrade elevation for the entire width of the area under construction and shall be backfilled with suitable materials as indicated on the plans. 3.04 EARTH EMBANKMENT A. Earth embankment is defined as embankment composed of suitable materials removed in unclassified excavation and/or imported fill. The construction of embankment includes preparing the area on which fill is to be placed and the depositing, conditioning, and compaction of fill material. B. General: Except as otherwise required by the plans, all embankment shall be constructed in layers approximately parallel to the finished grade of the graded area, and ""' each layer shall be so constructed as to provide a uniform slope as shown on the grading plan. Embankments shall be constructed to correspond to the general shape of the typical sections shown on the plans, and each section of *h .e�ankment shall correspond to the detailed section or slopes e: ta,� ' b e�vings. After �+ Harmon Park Soccer Complex Section 02200 — 4 J �✓ �� r ��f �N��.n(�� fe1�% Earthwork � �� USLS IQn1U' u � �U. 1NVV;��UUp �LSW. � � � 6 7 8 9 Construction rubble Sand or gravel Rocks, cobbles, or boulders Cementious matter Foreign matter of any kind Issue Date 10/28/99 B. Unsuitable materials will be disposed of as "waste" as specified in Section 02100. � C. Wet Material: If fil] material is unsatisfactory for use as embankment solely because of high moisture content, the Architect/Engineer may grant the Contractor permission to process the material to reduce the moisture content to a usable optimum condition. PART 3 - EXECUTION 3.01 SITE PREPARATION: In general, "site preparation," as specified in Section 02100, shall be � performed in advance of grading and earthwork operations and shall be completed over the entire area of earthwork operatior�s. ' 3.02 TOPSOIL A. The removal and storage of topsoil shall occur after site preparation is complete and before excavation and embankment construction begin. Likewise, topsoil will be replaced after excavation and embankment construction are complete. � � � B. Removal: Topsoil shall be stripped to an average depth of six inches from areas where excavation and embankment construction are planned. Topsoil may be obtained from greater depths if it is uncontaminated by the substratum and it is of good quality, in the opinion of the Architect/Engineer. � C. Storage: Topsoil shall be stored in stockpiles conveniently located to areas that will � later receive the topsoil. Stockpiles shall be out of the way of earthwork operations in locations approved by the Owner or Architect/Engineer. Stored topsoil shall be kept �� separate from other excavated materials and shall be protected from contamination by � objectionable materials that would render it unsuitable. � � D. Timing: Topsoil will not be replaced (deposited) until construction activities are complete that would create undesirable conditions in the topsoil, such as overcompaction or contamination. Trenching for items such as electrical conduit and irrigation pressure lines must be complete before topsoil replacement may begin. E. Replacement: Topsoil will be deposited in a single layer or lift. It will be placed, ' processed, compacted, and graded to leave a finished layer of topsoil not less than five inches in depth. Unless otherwise indicated, topsoil will be replaced over all areas of earthwork (including slopes), except where pavement is planned. � r � Harmon Park Soccer Complex Section 02200 — 3 ':'��i��/�:�`� �'L��U�� . �� t�`�' �[��:�G,[��1� �- �� .��P ,�� i �y� � �i!t i� ,. �L��!`i'l:lt, o � �" � Earthwork Issue Date 10128/99 under structures, etc.). Accordingly, the upper layer of embankment shall be graded to within plus or minus 0.10 foot of proper subgrade elevation prior to depositing topsoil, and prior to the construction of pavements, slabs, etc. 3.05 DENSITY CONTROL A. Earth Embankment in General: Earth embankment shall be compacted in lifts at a minimum of 90 percent of Standard Density ASTM D698 with plus 4 percent or minus 2 percentage points of optimum moisture content. B. Earth Embankment Under Structures and Pavement: The top 6 inches of natural earth comprising the subgrade for structural slabs or for areas of pavement shall be 95 percent to 98 percent of Standard Density ASTM D698 with the moisture content at minus 2 percent to plus 4 percent of optimum. 3.06 MOISTURE MAINTENANCE: The specified moisture content shall be maintained in all embankments that are to function as subgrade for structures, areas of pavement, or for select embankment. After completion of the embankment, the Contractor shall prevent excessive loss of moisture in the embankment by sprinkling as required. Loss of moisture in excess of 2 percent below optimum in the top 12 inches of the fill will require that the top 12 inches of the embankment be scarified, wetted, and recompacted prior to placement of the structure, select fill or pavement. If desired, the Contractor may place an asphalt membrane of emulsified or cutback asphalt over the completed embankment and thus eliminate the sprinkling requirement. 3.08 TOPSOIL REPLACEMENT: Topsoil shall be carefully placed to avoid any displacement or damage to the subgrade. If any of the subgrade is rutted, damaged or displaced it shall be restored prior to placing topsoil. Topsoil shall be replaced as specified herein per Item 3.02. END OF SECTION Harmon Park Soccer Complex Section 02200 — 6 �:�!��D�c�Qd ��C�C��°�D ii,<f' �'u d��5':; U�; ° `�n1�' C�o �iuG��N�, ��"�, Earthwork � � � 1 � ' 1 � i � � � � Issue Date 10128199 completion of the graded area, embankment shall be continuously maintained to its finished section and grade until the project is accepted. C. Preparation: Prior to placing any embankment, all preparatory operations will have been completed on the excavation sources and areas over which the embankment is to be placed. The subgrade shall be proof rolled to detect soft spots, which if exist, should be reworked. Proof rolling shall be performed using a heavy pneumatc tired roller, loaded dump truck, or similar piece of equipment weighing approximately 25 tons except as otherwise specified for tree protection and areas inaccessible to vehicular compactors. Stump holes or other small excavations in the limits of the embankments shall be backfilled with suitable material and thoroughly tamped by approved methods before commencing embankment construction. The surface of the ground, including plowed, loosened ground, or surfaces roughened by small washes or otherwise, shall be restored to approximately its original slope by blading or other methods, and, where indicated on the plans or required by the Owner, the ground surface, thus prepared, shall be compacted by sprinkling and rolling. D. Scarification: The surface of all areas and slopes over which fill is to be placed, other than rock, shall be scarified to a depth of approximately six inches to provide a bond between the existing surface and the proposed embankment. Scarification shall be accomplished by plowing, discing, or other approved means. Prior to fill placement, the loosened material shall be adjusted to the proper moisture content and recompacted to the density specified herein for fill. E. Benching: Scarification is normally adequate for sloping surfaces. However, in certain cases where fill is to be placed against hillsides or existing embankment with slopes greater than 4:1, the Owner may direct the Contractor to key the fill material to the existing slopes by benching. A minimum of two feet normal to the slope shall be removed and recompacted to insure that the new work is constructed on a firm foundation free of loose or disturbed material. F. Depositing: Fill material shall be placed in horizontal layers or lifts, evenly spread, not to exceed eight inches in loose depth before conditioning and compaction. Unless otherwise permitted, each layer of fill material shall cover the length and width of the area to be filled and shall be conditioned and compacted before the next higher layer of fill is placed. Adequate drainage shall be maintained at all times. G. Watering: At the time of compaction, the moisture content of fill material shall be such � that the specified compaction will be obtained, and the fill will be firm, hard, and unyielding. Fill material which contains excessive moisture shall not be compacted until it is dry enough to obtain the specified compaction. � �'' J � LJ � H. Compacting: Each layer of earth iill shall be compacted by approved tamping or sheepsfoot rollers, pneumatic tire rollers, or other mechanical means acceptable to the Owner. Hand-directed compaction equipment shall be used in areas inaccessible to vehicular compactors. I. Grading: Embankments shall be constructed in proper sequence and at proper densities for their respective functions. All embankment serves in one capacity or another as subgrade (e.g., under topsoil, und :r� te ana as iiair pavement, Harmon Park Soccer Complex Section 02200 —5 U�� j��"�"E; rthwork ��V ��'�� 0 1 � �'�b, ��{o Issue Date 10128199 PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) PART 4 - PAYMENT No separate payment shall be made for design or construction of TRENCH SAFETY SYSTEMS, which shall be considered incidental to the project. END OF SECTION � '�GI'�� a�� G�'��J°�� D�V ��'�°?��1� ��o ��,G'�b, �[�{a . Harmon Park Soccer Complex Section 02220-2 Trench Safety Systems � � ' �. � � ' ' PART 1 - GENERAL SECTION 02220 TRENCH SAFTEY SYSTEMS Issue Date 10/28/99 The construction specifications which apply to this project are the Standard Specifications for Public Works Construction - North Central Texas prepared through the North Central Texas Council of Governments (N.C.T.C.O.G.). These Specifications modify or supplement these Standard Construction Specifcations. All provisions which are not so modified or supplemented remain in full force and effect, except payment shall be as established within City of Fort Worth standards. 1.1 1.2 1.3 1.4 DESCRIPTION This section covers excavation and supporting systems for trenches necessary to protect the safety of workers. This specification shall govern for construction of all types of trenches except where the requirements of this section are explicitly revised or superseded by another section. Additional requirements as set forth by federal, state, and local government regulations will be applicable and must be followed. The Contractor shall be responsible for the design, placement, and inspection of all trench safety systems in conformance with the Occupational Safety and Health Administration (OSHA) standards as contained in the Subpart P, Part 1926, Title 29 of the Code of Federal Regulations (29 CFR 1926). Other OSHA construction standards shall also apply. GEOTECHNICAL REPORT The Contractor, at his expense, shall be responsible for obtaining any geological data required for this design of the trench safety system. APPLICABILITY These specifications apply to any trench excavation which is over five (5) feet in depth from the ground surface, or trench excavations that are less than five (5) feet in depth located in areas where unstable soil conditions are present (Ref. OSHA Safety and Health Regulations,Part 1926,Subpart P,Paragraph 29 CFR 1926.652, Subparagraph (a)). LIABILITY � � It is the Contractor's responsibility to insure that all excavation work and site conditions are within the regulations as established by OSHA. Any property damage or bodily injury (including death) that � arises from use of the trench safety systems, from the Contractor's negligence in performance of the contract work, shall remain the sole responsibility and liability of the Contractor. ' 1.5 , ' � EXISTING LJNDERGROUND INSTALLATIONS: Known underground installations are shown on the drawings. It is the Contractor's responsibility to verify the size, locations and elevations of all existing utilities in the construction area prior to commencement of excavations operations. �f�(�BC�BI�d �[�C�G�� co� ��a � �� c��➢ ��o � Harmon Park Soccer Complex Section 02220-1 Trench Safety Systems Issue Date 10128/99 A. Notify Architect when utility lines are to be removed in ample time for the necessary measures to be taken to prevent interruption of the service. 3.6 BACKFILL A. General: Backfill the excavations after required pressure tests have been performed. Backfill to the ground surface with specified material. Restore the surface to its original condition as near as practicable. Replace pavement, base course, and compacted subgrade with materials equal to the adjacent for a minimum distance of 12 inches on each side of the trench. B. Lower portion of trench: Deposit backfill in 6 inch layers and compact to a density of 90 percent maximum density, until there is a cover of 2 feet over sewers and 1 foot over other utility lines. Material for backfill shall be material at a moisture content that will facilitate compaction and be free from stones larger than 3 inches, except that backfill material used within 1 foot of coated or wrapped pipe shall be free or stones. Do not damage coating or wrapping. C. Remainder of trench: Backfill with material free of stones and rock larger than 6 in. or 1/2 the layered thickness, whichever is smaller, in any dimension. Deposit backfill in ]ayer thickness specified, and compact each layer to specified density. 1 2 END OF SECTION e v?�I��G��:d �':��°�� tif �[��G?[�G�� G�: ��,,,�,��'�� [�. Under pavements: 6 inch layers, 90% maximum density for cohesive soils and 95% maximum density for cohesionless soils up to the elevations at which the requirements for pavement subgrade materials and compaction control. Under sod or seeded lawn areas and sidewalks: 12 inch layers, 85% maximum density for cohesive soils and 90% maximum density for cohesion soils. Harmon Park Soccer Complex Section 02221-2 Excavation, Trenching, and Backfilling for Utilities � .� � � ' ' i � Issue Date 10/28199 SECTION 02221 EXCAVATION, TRENCHING, AND BACKFILLING FOR UTILITIES PART 1 - GENERAL 1.1 RELATED WORK A. Section 02200 - Earthwork B. Section 02220 - Trench Safety Systems C. Section 02222 - Excavating, Backfilling, and Compacting (Structures) D. Section 02810 - Landscape Irrigation 1.2 � °'� 1.3 � ' SCOPE A. This section covers work associated with the construction of the parking lot and picnic pavilions. QUALITY CONTROL A. Determination of Density: 1. Moisture-density relations: ASTM D 1557-78, Method D, modified proctor. 2. In-place field density: ASTM D 1556-64 (R 1974). '"'' PART 2 - PRODUCTS _� � 2.1 NONE � PART 3 - EXECUTION ' 3.4 EXCAVATION: � � 1 � ' ' 1 � A. General: All excavation will be unclassified. Excavate to depths indicated and as specified. Over excavate areas where rock is encountered to a depth sufficient to provide 6" of topsoil backfill in landscape areas. Remove and dispose of all excavated materials not required or suitable for backfill or topsoil. During construction provide drainage and pumps so that excavation, installation and backfll shall remain dry. For trenches or excavations 4 ft. or more in depth, shore or brace side of slope as required to maintain stable slopes. B. Trench excavation: Excavate side of trenches as nearly vertical as practicable. Accurately grade the bottom to provide uniform bearing and support for each section of the pipe on undisturbed soil along its entire length. After the trench bottom has been graded, provide bell holes and depressions only of such length, depth and width as required for joints. Remove stone to avoid point bearing. Excavate rock to minimum 6 in. below the trench depths required. Backfill over depth to the proper grade with materials specified for backfilling lower portion of trenches. 1 2 Water supply and distribution lines: Grade trenches to avoid high points and necessity of placing vacuum and relief valves. Provide minimum cover over the top of the pipe of; three feet from the existing ground surface or finish grade and avoid interference with other utilities. Electrical systems: Sides of trenches for (electrical cables) and duct lines may be sloped or widened as required, provided there is not interference with other utiliti�� 3.5 REMOVAL OF UTILITY LINES �'�U�'u'�0�� G!��I��c,D ��1 �i'r� ` °�� iia G''J'�,'!'`'�U�l9 �° Harmon Park Soccer Complex Section 02221-1 Excavation, Trenching, and Backfilling for Utilities Issue Date 10/28/99 "'� C. Utilize flagmen, barricades, warning signs and warning lights as required to provide for safe � access of pedestrian and vehicular traffic. PART TWO - PRODUCTS 2.1 MATERIALS : • u� 1. Steel, wood or other suitable material with form and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of distortion and defects. 2. Use flexible spring steel forms of laminated boards to form radius bends as required. 3. Coat forms with a non-staining form release agent that will not discolor or deface the surface of the concrete. B. Welded Wire Mesh: Welded plain cold-drawn steel wire fabric, ASTM A 185. G Supports: Chair spacers or other required supports shall conform to the requirements of the ACI Detailing Manua1315. D. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 60, unless otherwise indicated. E. Cement: Shall be Portland Cement conforming to current ASTM Specifications C150, Type 1. F. Coarse Aggregate: � � "1 1. Shall consist of durable particles of gravel, crushed blast furnace slag and/or crushed stone of reasonably uniform quality throughout, free from injurious amounts of salt, !^'1 alkali, vegetable matter or other objectionable material, either free or as an adherent coating on the aggregate. 2. Shall be stockpiled in such a manner to prevent segregation and maintained as nearly as possible in a tmiform condition of moisture. „r� G. Fine Aggregate: Shall consist of sand or a combination of sands, and shall be composed of clean, hard, durable, uncoated grains. H. Air-entraining Agent: Shall conform to ASTM C260. I. Water: Shall be drinkable. J. Curing Compound: Shall conform to ASTM C309. K. Expansion Joint Filler: Shall conform to requirements of ASTM D 1751. An approved sealant '' shall be used in all construction and expansion joints and shall be compatible with joint fillers. L. Epoxy Resin Grout: FS MMM-F-650. �,� ��,�.,, � �,,.-�G��,��. � ��;��'I��O%�� U,�_�.,��:�� Harmon Park Soccer Complex Section 02520 — 2 fV ��r ��! �G`�Gv,i,'�orti �nd Cement Concrete Pavement U�o L J� U U� g�l5(/�:0 � � � � Issue Date 10128/99 PART ONE - GENERAL 1.1 � ' � .,� ' 1.2 � , � , � 1.3 ' t , 1.4 � � ' DESCRIPTION A. Perform all work required to complete, as indicated by the Contract Documents, and furnish all supplementary items necessary for completion of all work specified in this Section. B. The work included in this Section, while not all inclusive but listed as a guide, shall include furnishing all labor, materials, equipment and services necessary to provide the installation of all portland cement concrete paving, curbs, gutters and sidewalks, complete-in-place, as shown on the Construction Drawings and as specified herein. C. Related Work Specified Elsewhere: SECTION 02520 PORTLAND CEMENT CONCRETE PAVEMENT Section 02600 - Hot Mix Asphaltic Concrete Pavement SUBMITTALS A. Immediately upon receipt of Notice to Proceed, the Contractor shall submit the following to the Architect for his review and approval: 1. Material Certificates: Provide two copies of materials certificates signed by the material producer and the Contractor, certifying that each material item complies with, or exceeds, specified requirements. 2. Mix Design: Submit two copies of concrete mix design for each use of concrete. QUALITY ASSURANCE A. The following Codes, Regulations, Reference Standards and Specifications apply to work described in this Section: 1. 2. 3. 4. American Society of Testing Materials, ASTM. Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges, 1993, TxDOT. North Central Texas Council of Governments, Standard Specifications for Public Works Construction, most recent edition. City of Fort Worth Standard Specifications for Public Works. TRAFFIC CONTROL Q : New pavement shall be closed to all traffic, including vehicles of the Contractor, until the concrete is at least seven days old. The Paving Contractor shall maintain access for vehicular and pedestrian traffic as required for other site activities. -=; ,� � � -;;��;:��,�� G'��'��;�;: Harmon Park Soccer Complex Section 02520 —1 '-: '�� I! Ur lC'rL�;: U;�L51P'ii1 ��n�� Pc-tland Cement Concrete Pavement ;� ,? r�'^• �,.�M �;,� '. `:...��`�"��?Wp ��i^`� Issue Date 10128199 "'� 3.4 FORM CONSTRUCTION A. Set forms to the required grades and lines, rigidly braced and secured. Install sufficient quantity of forms to allow continuous progress of the work so that forms can remain in place at least 24 hours after concrete placement. 3.5 REINFORCEMENT A. Locate, place and support reinforcement as specified on the Drawings. 3.6 MIXING OF CONCRETE A. B. C. Ready-Mixed Concrete: Shall be used and shall conform to ASTM C94. The ready mix producer shall be certified for compliance to the standards of N.R.M.C.A. Cold Weather Concreting: Shall conform to the standards set forth in ACI-306 Hot Weather Concreting: Shall conform to the standards set forth in ACI-305. 3.7 CONCRETE PLACEMENT A. General: 1. Do not place concrete until subbase and forms have been checked for line and grade. Moisten subbase to provide a uniform dampened condition at the time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. 2. Place concrete using methods which prevent segregation of the mix. Consolidate concrete along the face of forms and adjacent to transverse joints with an interval vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square-faced shovels for hand-spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels, and joint devices. B. Deposit and spread concrete in a continuous operation between transverse joints as far as possible. If interrupted for more than 1/2 hour, place a construction joint. 3.8 CURB AND GUTTER A. Curb and Gutter may be machine laid or hand laid. Curb and Gutter to be installed true to line and grade. Subgrade preparation to be as per item 3.2 of this section. Concrete strength and steel reinforcement to be as noted on the plans. � �;�['Uil��;�G��, G��C��°�� `i :�7��'' CCI��rl � e U � 0� ,�U�u jr' Rf��; i, �� If'�� .�.^f�•�""p� " Harmon Park Soccer Complex Section 02520 — 4 7 �� r � � Portland Cement Concrete Pavement � ..� � ' 2.2 Issue Date 10/28199 CONCRETE MIX, DESIGN AND TESTING A. Design the mix to produce standard-weight concrete consisting of portland cement, aggregate, � air-entraining admixture and water to produce the following properties: LJ � �I i � � ' � ' �.__J ' ' � A. Maintain subgrade in a smooth, compacted condition at the required section and grade until the pavement is ready to be placed. Keep subgrade thoroughly wetted down sufficiently in advance of placing pavement to insure a firm, moist condition for at least 2 inches below the prepared surface. B. Prepare only sufficient amount of subgrade in advance of the placing of pavement to enable the work to proceed smoothly and effectively. Avoid placing equipment or hauling equipment over completed subgrade until placement of pavement has been completed. Harmon Park Soccer Complex Section 02520 — 3 ' 1. Compressive Strength: 2. Slump Range: 2" to 4". 3. Air Content: 5% to 8%. minimum at 28 days, as indicated on the Drawings. PART THREE - EXECUTION 3.1 INSPECTION A. The Contractor shall examine the areas and conditions under which concrete curbs, walks and paving are to be installed and notify the Engineer in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner. Do not proceed with the work until the necessary sleeves for irrigation, site lighting, electrical, gas, telephone, etc. have been installed. 3.2 SUBGRADE PREPARATION A. 6" type "A", Grade 2, compacted crushed limestone or 6" of cement stabilized subgrade. 3.3 SURFACE PREPARATION � ':�)�'i�U'��+``'�� Ue1��J�D �� 'ti� ��:�G��Q� ,� H,��;��j� �� ,. _...I:!�L�p �l`��:� Portland Cement Concrete Pavement Issue Date 10/28/99 D. After completion of floating and when excess moisture or surface sheen has disappeared, complete surface finishing. The Contractor shall coordinate the type and direction of surface finish of all pavement and sidewalk with the Architect prior to beginning construction. E. Do not remove forms for 24 hours after concrete has been placed. After form removal, clean ends of joints and point-up any minor honeycombed areas. Remove and replace areas or sections with major defects, as directed by Architect. F. Traffic shall not be allowed on the concrete for a minimum period of seven days. 3.11 CURING A. Protect and cure finished concrete paving. Use moist-curing methods or curing compounds as approved by the Architect. 3.12 REPAIRS AND PROTECTIONS A. Repair or replace broken or defective concrete, as directed by the Engineer, at no additional cost to the Owner. B. Protect concrete from damage until acceptance of work. Backfill all curbs and remove debris from site. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. C. Sweep concrete pavement and wash free of stains, discolorations, dirt and other foreign material just prior to iinal inspection. END OF SECTION � r'; �`� ; �� G�'_C�C�C� °�� „��,; ��, ��I?``� ��':;�? ° °� �r�la \`��'��1��"�j�q �I�In�o � Harmon Park Soccer Complex Section 02520 — 6 Portland Cement Concrete Pavement � � ' 3.9 JOINTS ■ � Issue Date 10/28f99 A. General: Construct expansion, weakened-plane (contraction), and construction joints true-to-line with face perpendicular to surface of the concrete, unless otherwise indicated. Construct transverse joints at right angles to the centerline, unless otherwise indicated. B. Weakened-Plane (Contraction) Joints: Provide weakened-plane (contraction) joints with a maximum spacing of fifteen (15) feet. Construct weakened-plane joints for a depth equal to at least 1/4 concrete thickness, as follows: l. Sawed Dummy Joints: Form weakened-place joints using powered saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action, generally within 12 hours or as directed by the Architect. � C. Construction Joints: Place construction joints at the end of all pours and locations where placement operations are stopped for a period of more than 1/2 hour, except where such pours terminate at expansion joints. D. Expansion Joints: 1 1 � � � � , � � 2 3 � 5. Provide premolded joint, filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks and other fixed objects, unless otherwise indicated. Locate expansion joints at a maximum spacing of 90 feet. Extend joint fillers full-width and depth of joint, and not less than 1/2" or more than 1" below finished surface where joint sealer is indicated. If no joint sealer, place top of joint filler flush with finished concrete sttrface. Furnish joint fillers in one-piece lengths for the full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections together. Protect the top edge of the joint filler during concrete placement with a metal cap or other temporary material. Remove protection after concrete has been placed on both sides of joint. 3.10 CONCRETE FINISHING A. After striking-off and consolidating concrete, smooth the surface by screeding and floating. Use hand methods only where mechanical floating is not possible. Adjust the floating to compare the surface and produce a uniform texture. B. After floating, test surface for trueness with a 10 foot straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. C. Work edges of slabs, gutters, back top edge of curb and formed joints with an edging tool and round to 1/2" radius, unless otherwise nd��a+P„�R�---�'��ny tool marks on concrete SUT'fdCe. i � �_ -:I I� n y il-, G:'iSIriIJ�1Dl� :::�"�I��,'�I': U_�.�C;�rU::Li Harmon Park Soccer Complex Section 02520 — 5 r�;7,\r, C��ii� �� ,q ►artland Cement Concrete Pavement Cu v C�7t� p�y� ;r,555�777�n;nI � l;� 'J�.i�"�jl�.ilUV9 �l7 e PART 3 - EQUIPMENT Issue Date 10/28/99 "'� � A. All equipment necessary for the construction of the Hot Mix Asphaltic Concrete Pavement shall be on the project and shall be approved by the Engineer as to condition before the Contractor shall be permitted to begin construction operations on which the equipment is to be used. : C Spreading and Finishing Machine: The spreading and finishing machine shall be of a type approved by the Engineer and capable of producing a surface that shall meet the requirements of the typical cross section and surface test. Rollers: All roller equipment shall be of a type approved by the Engineer and shall be so constructed as to operate in both a forward and reverse direction with suitable provisions for moistening the surface of the rollers while operating. All equipment shall be maintained in good repair and operating condition. PART 4 - EXECUTION A. : General: The prime coat and tack coat shall not be placed when the air temperature is below 50 degrees fahrenheit and is falling, but may be placed when the air temperature is 40 degree fahrenheit and is rising, the temperature being taken in the shade and away from artificial heat; with the provisions that the asphaltic mixture shall be placed only when the humidity, general weather conditions and temperature and moisture condition of the base, in the opinion of the Engineer, are suitable. Prime Coat: The surface shall be cleaned by sweeping or other approved methods. The asphaltic material shall then be applied to the cleaned base at the approximate rate of two-tenths (0.2) gallon per square yard of surface area. The application shall be made with an approved type of self-propelled pressure distributor so constructed and operated as to distribute the material evenly and smoothly in the quantity speciiied. The Contractor shall provide all necessary facilities for determining the temperature of the asphaltic material in all of the heating equipment and in the distributor; and for determining the rate at which it is applied; and for securing uniformity at the junction of the two distributor loads. No traffic, hauling or placing of subsequent coarses shall be permitted over the freshly applied prime coat until authorized by the Engineer. The Cor�ctor shall be responsible for the maintenance of the surface until the ox is accep�ed ��,i�s Engineer. ��..�� Harmon Park Soccer Complex Section 0260�— �'�� ''� -''` Hot Mix Asphaltic Concrete Pavement .. ,,` ,� r , vC'.,�y��,� ;; ��. ,; `��s; I�o VUn��IJ<�j1117q �� '"1 �� 1 � �� 7 .r■ 7 � � � � � � t � ^ � � ,� �i � � , � ' Issue Date 10/28/99 SECTION 02600 HOT MIX ASPHALTIC CONCRETE PAVEMENT PART 1 - GENERAL 1.1 1.2 SCOPE A. The work as specified in this Section includes all labor, materials, and equipment necessary to install, construct, repair, replace and or resurfacing of Hot Mix Asphaltic Concrete as shown on the plans, directed by the Engineer, and specified herein. RELATED WORK DESCRIBED ELSEWHERE A. Section 02520 - Portland Cement Concrete Pavement PART 2 - MATERIALS A. All materials for Hot Mix Asphaltic Concrete Paving shall conform the requirements of Item 340, "Hot Mix Asphaltic Concrete Pavement" of the current Standard Snecifications for the Constructions of Hi�hways. Streets and Bridees. as adopted by the Texas Department of Transportation, current edition. I� C. I�� E. F Surface Wearing Course - Type "D". Base Course - Type "B". Prime Coat: The asphaltic material for prime coat shall meet the requirements for Cut-Back Asphalt, "MC-30", Emulsified Asphalt'BA-11-M", or "EA-lOS" or as directed, or approved, by the Engineer. Asphalts and emulsions shall conform to the requirements of Item 300 "Asphalts, Oils and Emulsions" of the Standard Specifications for the Texas State Department of Highways and Public Transportation. Where emulsified asphalts are used, the amount of emulsified asphalt as a percentage by volume of the total mixture shall be within the limits as directed or approved by the Engineer. Tack Coat: The asphaltic material for tack coat shall meet the requirements for "asphalt cement", "cut-back asphalt", or "emulsified asphalt", in Item 300 "Asphalts, Oils and Emulsions" of the Texas State Department of Highways and Public Transportation Standard Specifications. The asphaltic material used for tack coat shall be that type or grade as directed or approved by the Engineer. Forms: Form work shall conform to the provision of TSDHPT, Item 360. Forms shall be constructed of woof or steel. :;�U'u�� '�C��°?D (�.;?��U CN��: t�� 0 .,;7 ;^,rf 'i�, �l�i�::. i�' :''I��P ��o � � Harmon Park Soccer Complex Section 02600 —1 Hot Mix Asphaltic Concrete Pavement Issue Date 10128199 � G. � materials and all foreign matter. Protect newly finished pavement tintil it has become properly hardened by cooling. Testing: The finished surface of the pavement after compaction shall be smooth and true to the established line, grade and cross section. When tested with a 16 foot straightedge placed parallel to the center of the roadway, the finished surface shall have no deviation in excess of 1/16th inch per foot from the nearest point of contact. The maximum ordinate measured from the face of the straightedge shall not exceed 1/4 inch at any point. Any point in the pavement surface not meeting these requirements shall be immediately corrected. Upon completion of the work and before final acceptance and payment shall be made, pavement thickness test shall be made by the Engineer or his authorized representative unless otherwise specified in the special provisions or the plans. The number and location of tests shall be at the discretion of the Engineer. In the event of a deficiency in the thickness of pavement is revealed during normal testing operations, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. The costs for the additional coring shall be at the same rate charged by commercial laboratories. END OF SECTION ��u�c�c�� G'�C�� Il�! CC'IS�.:W�UW�U G��yj"', ��M � � �i�1��'_�UUQ �� Harmon Park Soccer Complex Section 02600 — 4 � Hot Mix Asphaltic Concrete Pavement � 1 � � �* ' � �1 � C � � � I� WARNING TO CONTRACTORS: Attention is called to the fact that these materials are highly flammable. The utmost care shall be taken to prevent open flames from coming in contact with the asphaltic material or the gases of same. The Contractor shall be responsible for any fires or accidents which may result from heating the asphaltic materials. Tack Coat: The tack coat shall consist of an application of the asphaltic material indicated; and shall be at the rate specified on the plans or as directed by the Engineer, but not to exceed one-tenth (0.1) gallons per square yard of surface area. The surfaces of curbs, gutters, vertical faces of existing pavement and all structures in actual contact with asphaltic mixes shall be painted with a thin, complete coating of asphaltic material to provide a closely bonded, watertight j oint. Base and Surface Coarses: The compacted thickness of the base and surface curses shall be at the thicknesses as shown � on the plans. The asphaltic mixtures shall be at a temperature between 225 and 350 degrees r fahrenheit when dumped from the mixture. The mixture when dumped from the mixer shall not vary from the selected temperatures by more than 30 degrees fahrenheit. � � E In small areas, which are inaccessible to the spreading and finishing machine, hand spreading may be authorized by the Engineer, provided an acceptable surface can be obtained. Compaction: � Rolling with the three wheel and tandem rollers shall start longitudinally at the sides and �. proceed toward the center of the surface coarse, overlapped on successive trips by at least half the width of the rear wheels. � i�i► Alternate trips of the roller shall be slightly different in length. Rolling with the pneumatic tire roller shall be done as approved by the Engineer. Rolling shall continue until no further , compression can be obtained and all roller marks are eliminated. The motion of the rollers shall be slow enough at all times to avoid displacement of the asphaltic surface material. If displacement should occur, it shall be corrected at once by the use of rakes and fresh asphaltic � mixtures where required. The roller shall not be allowed to stand on the surface coarse when it has not been fully compacted and allowed to cool. To prevent adhesion of the surface coarse to the roller, the wheels shall be kept thoroughly moistened with water, but an excess of water ' shall not be permitted. All necessary precautions shall be taken to prevent the dripping of gasoline, oil, grease or other foreign matter on the surface coarse while rollers are in motion � or standing. In areas where the surface cannot be compacted with the rollers, hand tamps, lightly oiled, shall be used to secure the required compaction. �� l., J Issue Date 10128/99 F. Cleaning and Protection: 1. After completion of paving operations, cl�an �ur�a�ces o�f.,�� r spilled bituminous Harmon Park Soccer Complex Section 02600 — 3 E ' J � `}�of l�jix�,�sp Itic Concrete Pavement I ry ��.t 'c r , � � .. �JC��' �!� atU I Ullro ��'U.��Ullp �ISINo Issue Date 10/28/99 "� C. Layout Sod: Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent grass. Strip sod areas and lay sod perpendicular to slope and in courses equal to the width of the sod. Every other courses shall be void of sod. Plugs & Sprigging: Bermuda tif #419 grass plugs will be four (4) inch plugs placed on one (1) foot centers or sprigged at a minimum of 600 bushels per acre. Installation will be done by a Texas Environmental Management (1-888-434-8249), or approved equal. D. Watering Water sod thoroughly with a fine spray immediately after planting. 2.5 COMMERCIAL FERTILIZER Turf Grass Sod/Plug Sod/Plug PART 3 EXECUTION 3.1 GENERAI. Fertilizer Pounds/Ac. Application Frequency Analvsis to Annlv Per 1000 sa. ft. 17-17-17 fastrelease 21-7-149 � rs � ",� d 350 Apply as starter for first ',,,,,', application (Prior to plugging) 300 Apply every 20 days for a total of three applications � A. All turfing operations are to be executed across the slope, parallel to finished grade contours. 3.2 SOIL PREPARATION A. Soil shall be prepared by the removal of debris, building material, rubbish, weeds, and stones larger than one (1) inch in diameter. B. After tillage and cleaning, all areas to be planted shall be leveled and fine graded. The result shall be a seed bed free of ruts, depressions, humps and objectionable soil clods. This shall be the final soil preparation step to be completed before the commencement of fertilizing and planting. C. All areas to be plugged shall be treated with Princept pre-emergent herbicide or approved equal, at a rate of 1.5 quarts per acre. Contractar will follow all manufacturers standards for use and application of the product. � -. ---- �-,r _ ,. � _ �ii� � ii �� u�� I��Lu II� U.�'."'.`J� V �� c� � �� G��G�� , �� ' ��. . ._ � � ? ��u _ Harmon Park Soccer Complex Section 02800-2 Turfgrass and Plug Planting � � � � � I � � � � � � � O Issue Date 10/28199 SECTION 02800 TURFGRASS AND PLUG PLANTING PART I GENERAL CONDITIONS 1.1 SCOPE A. This work includes all labor, materials, and equipment for soil preparation, fertilization, planting, plugging and other requirements regarding turfgrass planting areas. 1.2 CODES AND STANDARDS A. None in this section. 1.3 SUBMITTALS A. All delivery receipts and copies of invoices for materials used for this work shall be subject to checking by the Owner or his representative and shall be subsequently delivered to the office of the Landscape Architect. B. Various samples, certificates, and specifications of turfgrass, plugs, fertilizer, soil amendments, and other materials shall be submitted for approval as required by subsequent sections of this specification. PART 2 PRODUCTS � 2.1 � � 2.2 � � � � � �� BERMUDA GRASS SOD & PLUG (SPRIGGING) Sod and grass shall be 100% #419 Buffalo grass. The sod and grass shall be free of weed species, fungus and any other conditions which may negatively effect the health of the sod and plugs. No material will be accepted which is in poor condition SOD - BERMUDA GRASS A. Schedule Place or plug sod within 24 hours from time of stripping. B. Dormant Sod Dormant sod to be maintained in accordance with Section 02970. Warranty period shall extend through the following April. 1 Harmon Park Soccer Complex Section 02800-1 ��`q�U��;�� '�� 1�'� ��G�� ° G��u r;; ,,^,,r,j�� Ir'� M'��'` � �A �_ ,. _. ._ 6 J_u a � Turfgrass and Plug Planting Issue Date 10/28/99 3.7 : 3.9 3.11 GRADING A. All grading and placing of topsoil on any given area will be done prior to the beginning of working that area. It will be the Contractor's responsibility to maintain the existing grades and leave them in a true and even condition after planting turfgrass. EROSION CONTROL A. Throughout the project and the maintenance period of turfgrass, it is the Contractor's responsibility to maintain the soil in place at specified grades. Soil and turfgrass losses due to erosion will be replaced by the Contractor until establishment and acceptance is achieved. Soil required for this purpose shall be provided by the Landscape Contractor. CLEAN-UP A. Contractor shall remove any excess material or debris brought onto the site or unearthed as a result of his turfgrass seeding operation. GUARANTEE A. Contractor shall guarantee all materials used for this work to be the type, quality, and quantity specified. All lawn ares shall be guaranteed for a period of one (1) year from substantial completion and acceptance by the Owner. END OF SECTION _ �^� j� }��[, t.r ' `�J�U��f�� = �" .r ` r�U v ��,,;��' '�� 0 �4�`Jjl`rl�� 'JI� I� �� Yl V Harmon Park Soccer Complex Section 02800-4 Turfgrass and Plug Planting � �' � 3.3 FERTILIZING Issue Date 10128/99 A. The specified fertilizer (17-17-17 fast release) shall be applied at the rate of eight (8) pounds per � one thousand (1,000) square feet (350 pounds per acre) for all sod and plug areas, ' 1. The initial planting application of fertilizer shall be applied after the soil preparation, but not more than two (2) days prior to turfgrass planting. B. Three (3) weeks after planting, turfgrass areas shall receive an application of 21-0-0 fertilizer at the rate of seven (7) pounds per one thousand (1,000) square feet (300 pound per acre.) � :� � �� The Owner or his representative will determine if it is too late in the growing season for the post planting application. In the event that it is, the application shall be made in the spring of the next year. See 3.7 for post planting maintenance. Areas without a uniform stand (complete coverage) that must be maintained later than thirty (30) days after the initial planting shall receive subsequent applications of fertilizer, as described above, every three (3) weeks until a uniform stand is achieved. 3.4 3.5 fc�7 PROTECTION A. No heavy equipment shall be moved over the planted turf area unless the soil is again prepared, graded, leveled, and replanted. It will be the responsibility of the Contractor to protect all paving surfaces, fencing, and any other existing improvements from damage by heavy equipment. Any damages shall be repaired or replaced at no cost to the Owner. ESTABLISHMENT AND ACCEPTANCE A. Regardless of unseasonable climatic conditions or other adverse conditions affecting planting operations and the growth of the turfgrass, it shall be the sole responsibility of the Contractor to establish a uniform stand of turfgrass as herein specified. POST PLANTING MAINTENANCE A. Maintenance shall begin immediately after grass area is planted. All planted areas will be protected and rnaintained by weeding, and replanting as necessary for at least ninety (90) days after substantial completion and acceptance by the Owner/Landscape Architect and for as much longer as necessary to establish a UNIFORM STAND WITH COMPLETE COVERAGE OF THE SPECIFIED GRASS. All lawn areas shall be mowed by the Landscape Contractor during the 90- day maintenance period prior to each required fertilization. Only those areas which are not completely covered with the specified grass at the end of ninety (90) days will continue to be maintained by the Contractor until complete coverage and acceptance are achieved. Any water equipment deemed necessary by the Contractor will be provided by the Contractor. B. WEED CONTROL For early season plantings a pre-emergent shall be applied during the month of September and not earlier than two months after the initial grass installation for the control of winter weeds. This shall be provided by the Contractor if this period falls within the 90-day maintenance period. For spring weeds a post-emergent shall be applied during the month of February. If the grass installation occurs toward the end of the season, during the rnonth of August, a pre- emergent shall be applied in late October or early iJuvem�er �y^�Cne Lanas;ape Contractor. ��' �� -,,;: J �':. �_��`�;�J °j� ,''� ; 'u � � c-.'.� Harmon Park Soccer Com lex Section 02800-3 ''i�.l'��'"r i r^ � °°�'° T arfgrass and Plug Planting p u C�;: G�� a� L, :1I, j� f �, ti�� ' `�u;r � �`-'Ill�! p ��'�o Issue Date 10128199 "'� 1.09 CONTRACTOR'S RESPONSIBILITIES C. Submit certificates of inspection as required by governmental authorities. A. The Contractor shall give all necessary notices, obtain all pernuts and pay all costs in connection with his work; file with all governmental departments having jurisdiction; obtain all required certificates of inspection for his work and deliver to the Architect before request of acceptance and final payment for the work. B. The Contractor shall include in the work any labor, materials, services, apparatus, or drawings in order to comply with all applicable laws, ordinances, rules, and regulations whether or not shown on the drawings and/or specified. C. The u�stallation of the imgation system shall be made by an individual or firm duly licensed under Article No. 8751 VTCS, titled "License Irrigators Act", S.B. No. 259 as passed by the 66th Texas Legislature. D. The Contractor shall be responsible for all work performed under this contract. No subcontractor shall relieve the Contractor of liability to complete the work shown on the drawing and indicated in the specifications. E. The Contractor shall at all times protect his work from damage and theft and replace all damaged or stolen parts at his expense until the work is accepted in writing by the Owner. F. The Contractor shall protect the Owner's property from injury or loss. All damage to existing property, such as buildings, utilities, etc., or plantings such as trees or lawns, caused by the Contractor during his operation or as a result of malfunction of installed work during the guarantee period shall be repaired at his expense. G. The Contractor shall carefully note all fmish grades before commencing work. Any finish grade changed during the course of work shall be restored to the original contours. H. The contractor shall make minor adjustments in sprinkler head location/layout for minor adjustments in site conditions (i.e. sidewalks, curbs, trees, utilities, poles) being different from plans to ensure 100% coverage. Notify irrigation system designer if major discrepancies occur. I. The contractor shall verify static water pressure prior to the commencement of any work. Obtain static pressure at water meter. If static pressure is less than static design pressure, notify irrigation system designer before commencement of any work. � 1.10 EXISTING UTILITIES 1.11 1.12 1.13 A. Locations and elevations of various utilities included with the scope of this work have been obtained from the most reliable sources available and should serve as a general guide without guarantee to accuracy. The Contractor shall examine the site and verify to his own satisfaction the locations and elevation of all utilities and availability of utilities and services required. The Contractor shall inform himself as to their relarion to the work and the submission of bids shall be deemed as evidence thereof. The Contractor shall repair at his expense, and to the satisfaction of the Architect, for damage to any utility shown or not shown on the plans. B. Should utilities not shown the plans be found during excavation, Contractor shall promptly notify the Architect for instructions as to further action. C. Contractor shall make necessary adjustments in the layout as may be required to connect to existing stubouts, should such stubouts not be located exactly as shown and as may be required to work around existing work, at no increase in cost to the Owner. All such work will be recorded on record drawings and turned over to the Architect prior to final acceptance. EXTRA MATERIALS A. Provide 1. Two valve keys with hose swivel for Quick Coupler valves. 2. Two wrenches for each type of head core and for removing and installing each type head or nozzle. 3. Two valve keys for manual valves. ELECTRIC POWER A. Electric power to operate the controller shall be furnished by the Contractor to location shown on the drawings. Service wiring to the controller cabinet from the power source shall be furnished by the Irrigation Contractor (including meter bases). Hardwire controllers to electrical source in accordance with all state and local codes and requirements. Contact T.U. Electric for additional service requirements. Locate all electrical service in separate trench from irrigation. Show service line on 'As-Built' drawings. WATER FOR TESTING � . :-��.:�;S�Is Vj: f;�l��Ju1 C'1 ,��'�� iiJ �) s ��`�� , ; �. u �� G��. � ��" �. r��t� ��7 , 'j, �'.+�V`_u 9 lnlp Harmon Park Soccer Complex Section 02811— 2 Landscape Irrigation 7 �� 7 !'■ � � � w � � � � � � � � Issue Date 10128/99 SECTION 02811 LANDSCAPE IRRIGATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Pipe and fittings, valves, sprinkler heads, bubblers, and accessories. B. Control system. 1.02 RELATED SECTIONS Trees, Plants, Groundcover, and Lawn. A. Section 02950: 1.03 REFERENCES A. ASTM B42 - Seamless Copper Pipe, standard sizes. B. ASTM D2241 - Poly Vinyl Chloride (PVC) Plastic Pipe (SDR-PR). C. ASTM D2464 - Poly Vinyl Chloride (PVC) Plastic Pipe, fittings, threaded, Schedule 40. D. ASTM D2466 - Poly Vinyl Chloride (PVC) Plastic Pipe, Fittings, Socket Type, Schedule 40. E. ASTM D2564 - Solvent Cement for Poly Vinyl Chloride (PVC) Plastic Pipe and Fittings. F. ASTM D2855 - Making solvent joints with PVC pipe and fittings. 1.04 UNIT PRICE - MEASUREMENT AND PAYMENT A. Piping: By the linear foot (meter). Includes trenching, placing pipe, and fittings, valves, control box, conduit and wiring, and accessories. B. Sprinkler Heads: By the unit. Includes sprinkler head and ittings. C. Controllers: By the unit. Includes connection to electrical source. � � w � +.� � 1.05 SYSTEM DESCRIPTION A. Electric solenoid controlled underground irrigation system, with low point self drain. B. Source power: 120 volt, .35 A., single phase. C. Low Voltage Controls: 24 volt, .23 A. 1.06 SUBMITTALS AT PROJECT CLOSEOUT A. Record actual locations of all concealed components valves, meter, controller, sleeves, and electrical service. B. Provide instructions for operation and maintenance of system and controls, and seasonal activation and shutdown, and manufacturer's parts catalog. C. Provide schedule indicating length of time each valve is required to be open to provide a determined amount of water. D. Provide owner with reproducible copy of 'As-Built' drawing(s) upon completion of the project. 1.07 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this section with minimum three years experience. B. Installer: Company specializing in performing the Work of this section with three years documented experience. C. Description Product Data: Subrnit two (2) copies of catalog cut sheets/brochures or shop drawings for each type of sprinkle head, valve, fixtures, and/or equipment contractor proposes to install on the project. After submittal has been approved, substitutions will not be allowed except by written consent of Architect. 1.08 REGULATORY REQUIREMENTS A. All work to conform to applicable local codes, ordinances, or regulations for piping and component requirements. B. Products Requiring Electrical Connections: Listed and classified by Underwriters Laboratories, Inc., as suitable for the purpose specifed and indicated. , Harmon Park Soccer Complex � `.��i::',,`.=�;; a 'ci��r,r� Section 02811-1 -'':�u"�� r<'� J'- i-Ju�V , Landscape Irrigation �: �:'�u' ��'� G�� ° G�'� �sVo �'Jy��`'�G�o �C��o ! �ssue Date 10/28/99 `� 2.04 CONTROLS A. B. C. D. PART 3 - EXECUTION Manufacturers: 1. The Toro Company 2. Hunter Industries 3. Rainbird Sprinkler Manufacturing Cotp. Controller: Automatic controller, microprocessor solid state control with visible readout display, temporary override feature to bypass cycle for freezing weather, and remote rain detector/sensor. Controller Housing: Weatherproof, watertight, with lockable access door, pedestal or wall mounted (refer to irrigation plans). Wire Conductors: Color coded. 3.01 EXAMINATION A. Verify location of existing utilities. B. Verify that required utilities are available, in proper location, and ready for use. C. Verify static water pressure. 3.02 PREPARATION A. Piping layout indicated is diagrammatic only. Route piping to avoid plants, ground cover, and structures. B. Layout and stake locations of system components. C. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system. 3.03 TRENCHING A C I� Trench Size: 1. Minimum Width: 6 inches. (152.4 mm) 2. Minimum Cover Over Installed Main Line Piping: 24 inches. (609.6 mm) 3. Minimum Cover Over Installed Branch Piping: 18 inches. (457.2 mm) 4. Minimum Cover Over Installed Outlet Piping: 12 inches. (304.8 mm) 5. Minimum Cover Over Installed Control Wiring: 24 inches. (609.6 mm) Trench to accommodate grade changes. Maintain trenches free of debris, material, or obsri-uctions that may damage pipe. Maintain level trench bottom to support piping; add coarse sand as necessary to level trench bottom. 3.04 INSTALLATION A. Install pipe, valves, controls, and outlets in accordance with manufacturer's instructions and plan details. B. Connect to utilities. C. Set outlets and box covers at finish grade elevations and per plan details. Set outlets a minimum of 4" (101.6 mm) from adjacent paving or structures. D. Provide for thermal movement of components in system. E. Use risers to each outlet per plan details. F. Install control wiring in accordance with local codes. Provide 10 inch (254.0 mm) expansion coil at each valve to which controls are connected, and at 100 ft (30.48 m) intervals. Bury wire beside pipe. Use dry splice connectors. G. After piping is installed, but before nozzles are installed and backfilling commences, open valves and flush system with full head of water. H. Do not insta1190 ELLS in main line, maximum allowed is 45 ELLS. I. Install remote control valves adjacent to main line. 3.05 BACKFILLING A. Backfill trench with existing material to 95% standard density. NO GRANLTLAR MATERIAL IS ALLOWED. Densities shall be verified by testing of trench backfill. U�e..uvaxe��ee�ig� and tamping to settle backfill. Harmon Park Soccer Complex Section 02811- 4 � �_ _�r' �� r�i� Landscape Imgation ' � c�; r.;;== e� eti �� l � ��C:: U��1�°� �V (�� '��I��h'I. �(�(. � �� > � � � � � � L� � � � � �' � � � � � t � � � Issue Date 10/28/99 A. The Owner shall furnish all water necessary for testing, flushing, jetting, and general operation until fmal acceptance. Verify minimum static pressure as noted on plan before beginning installation. If lower than noted, notify ArchitecdOwner representative. 1.14 SLEEVES AND ELECTRICAL CONDUITS A. Sleeves and electrical conduits for irrigation needs shall be installed by the General Contractor or as noted on the drawings. Contractor shall be responsible for locating all sleeves and conduits at no additional cost to the Owner. 1.15 PROGRESS MEETINGS A. Contractor shall attend all progress meetings as requested by the ArchitecUOwner during installation (max. of one per week). PART 2 PRODUCTS 2.01 PIPE MATERIALS A. PVC Pipe: ASTM D2411; for all sizes 3/4° (19.05 mm) t� 2 1/2" (63.5 mm) and solvent welded sockets to be Schedule 40. B. Copper Tubing: ASTM B88 Type L; drawn and temper. C. Solvent Cement: ASTM D2564 for PVC pipe and fittings. D. Sleeve Material: PVC Schedule 40. E. Flexible PVC Risers: ASTM D2287 2.02 OUTLETS A. B. C. D. E. Manufacturers: 1. The Toro Company 2. Hunter Industries 3. Rain Bird Sprinkler Manufacturing Corp. 4. Riggs Irrigation Supply Rotary Type Sprinkler Head: Pop-up type with screens; ful: y adjustable for flow and pressure; size as indicated; positive drive by water driven motor. Spray Type Sprinkler Head: Pop-Up head with full circle, hslf circle, third circle, quarter circle, square pattern, 4" (101.6 mm) pop-up or 12" (304.8 mm) pop-up, spring retrac�ion, adjustable nozzle screw. Bubbler: Adjustable outlet, mount to pop-up or copper riser, per plan. Quick Coupler: Rain Bird - Model 44 RC, or accepted subsrihte. Bronze cast body with yellow rubber cover, single lug. 2.03 VALVES A B. C. D E. F. G. Manufacturers: 1. Rain Bird Sprinkler Manufacturing Corp. 2. The Toro Company 3. Spears (Ball Valves) Ball Valves: Plastic construction inside screw with threaded ends. Spears "Safe-T-Shear" compact or approved equal. Backflow Preventers: Bronze body construction, double chec'c valve type. Wilkins or approved equal. Valve Box and Cover per plan details. Provide box cover far all remote electrical valves, quick coupling valves, wire splices, back flow prevention device, and manual valves. Drain Valve: Brass bodied, spring loaded that opens less than 3 psi (0.21 kg/cm2). Control Valves: Electric Solenoid normally closed; includin,; required fittings and accessories, with 24-V AC solenoid and flow stem adjustment. Gate Valves Brass: Size to main line with valve box cover. Harmon Park Soccer Complex Section 02811- 3 � Ii�ujS ��;�I('��'� �'�� li�f�'��''�'�� ; u ��J�;V'u-'i!� �t_��:ui�::''� �^� � C"�'`"G1�f��rr'�� su�lf � �.; a �,�. � �� I �,� ,_.,� r�, Landscape Irrigation 1. ��,� , � � ,., �`L;:::l� I�Q ��:. � � �, 3.06 � 3.07 ?'i � 3.08 � .�•- 3.09 � Issue Date 10/28199 B. Compact to finished grade elevation and provide erosion control until a stand of grass is established. C. Coordinate the work with other subcontractors. FIELD QUALITY CONTROL A. Prior to backfilling, test system for leakage at main piping; system to maintain pressure for one hour. B. System is acceptable if no leakage or loss of pressure occurs during test period. INSTALLER'S FIELD SERVICES A. Starting of Systems: Prepare and start systems. B. Inspect system following landscape installation to ensure correct volumes, spray patterns and coverage from all heads. Fill all settled trenches. ADNSTING A. Adjust control system to achieve time cycles required B. Adjust head types for full water coverage as directed; proper alignment and direction of throw. C. Adjust heads for 100% coverage. D. Adjust nozzles for no over throw onto streets. DEMONSTRATION AND INSTRUCTIONS A. Instruct Owner's personnel in operation and maintenance of system, including adjusting of sprinkler heads. Use operation and maintenance manuals as basis for demonstration. CLEAN-UP A. Maintain project site free of excavation debris, unused piping, and trash on a daily schedule during installation. fC�[I END OF SECTION � � � r : � ��,=i��1�� G'�C�� f��_f i U l�r C�L�� U,.!�U�� - n r-�� 2n,� -':!�� :.�.:o Harmon Park Soccer Complex Section 02811- 5 Landscape Irrigation � Issue Date 10/28199 "� B. Fabric Wire: � 1. Base Bid: ASTM A 392 galvanized steel. 2. Alternate Bid: ASTM F 668 PVC coated steel. 3. One piece, 2 inch diamond mesh interwoven wire, 9 gage, knuckled at top and bottom "� selvages. , C. Tension Wire: 6 gage galvanized coil spring wire, single strand. ��:�K�I�I.Y.Y�7�imI.y A. Fittings: 1. Sleeves, bands, clips, rail ends, fasteners, and other fittings of steel or malleable iron. 2. Stretcher bars: One piece lengths, full height of fabric, minimum cross section 3/16 x 3/4 inch , 11 gage. 3. Gate hardware: a. Fork latch with gravity drop and padlock eye. b. Two 180 degree gate hinges per leaf. B. Post Caps: Cast steel or malleable iron, galvanized, sized to post diameter. �� C. Tie Wire: 9 gage aluminum alloy steel wire . ,j D. Concrete: ASTM C 94, minimum 2500 PSI compressive strength at 28 days, 3 to 5 inch slump. � 2.3 FABRICATION A. Gates: 1. Fabricate to ASTM F 900. 2. Fabricate with full perimeter frame and additional members to ensure proper gate operation and hardware attachment. 3. Welded construction. 4. Attach fabric to gates using same technique as for fence. B. Finishes: 1. Framing and fabric: a. Base Bid: Galvanized to minimum 1.8 ounce per square foot coating in accordance with ASTM A 123. b. Alternate Bid: Vinyl coated, color to be selected, over galvanized coating to minimum 1.8 ounce per square foot in accordance with ASTM A 123. 2. Hardware and accessories: Same finish as framing. PART 3 - EXECUTION 3.1 1NSTALLATION � . '"'� ,i�;;-�ii P� �� i A. General: ` � � `' �� `� `, �� I�. r ir,� C,.' - 4� 6 C� 1. Install fencing in accordance with ASTM F 567. !!��U c��';,�� 2. Line post spacing: Maximum 10 feet. ;�;;� �.tin,";=',;i��?"�� ?�Ma B. Posts: "A 1. Drill holes into undisturbed or compacted soil, with diameter equal to three times post diameter. Set posts minimum 36 inches below grade, with bottom of hole 3 inches below bottom of post. Excavate deeper in soft or loose soils and for posts with heavy lateral loads. 2. Place concrete around posts in continuous pour, tamp and dome top away from post. Check � Harmon Park Soccer Complex Section 02831 — 2 Chain Link Fencing � Issue Date 10/28/99 SECTION 02831 CHAIN LINK FENCING PART - GENERAL 1.1 SUMMARY A. Section Includes: 1. Fence framework, fabric, and accessories. 2. Excavation for posts. 3. Concrete post foundations. 4. Gates and related hardware. B. Related Sections: 1. Division 1: Administrative, procedural, and temparary work requirements. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. A 123 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products. 2. A 392 - Zinc-Coated Steel Chain-Link Fence Fabric. 3. C 94 - Ready-Mixed Concrete. 4. F 567 - Installation of Chain Link Fence. 5. F 668 - Poly (Vinyl Chloride) (PVC) Coated Steel Chain Link Fence Fabric. 6. F 900 - Industrial and Commercial Swing Gates. 7. F 1083 - Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures. B. Chain Link Fence Manufacturers Institute (CLFMI) - Product Manual. 1.3 SYSTEM DESCRIPTION A. Conform to CLFMI Product Manual. 1.4 SUBMITTALS A. Shop Drawings: Include layout, spacing of components, post foundation dimensions, hardware, and schedule of components. B. Samples: 6 x 6 inch fabric samples illustrating construction and finish. PART 2 - PRODUCTS 2.1 MATERIALS A. Framing: ASTM F 1083, standard weight steel pipe, one piece without joints. 1. Line posts: 2.375 inch diameter. 2. Corner and terminal posts: 2.875 inch diameter. 3. Gate posts: 2.875 inch diameter. ';_;!i`�i�:l�V �� '�(�4v)�'LI 4. Gate frame: 1.9 inch diameter. - �� r' �nr' i' �;' V ti� ��:; U�� I��J�`C� 5. Top rail: 1.66 inch diameter, plain end, sleeve coupled. Harmon Park Soccer Complex r �: f�?�:��'M ? , �v� � �; �.�s � ��!;,,o Section 02831-1 Chain Link Fencing Issue Date 10l28/99 for vertical and top alignment; brace posts until concrete has set. 3. Set with top of footing flush with finished grade. 4. Install corner posts where fence direction changes 30 degrees or more and at significant grade changes. C. Brace gate, terminal, and corner posts to adjacent line posts with diagonal post bracing assembly. D. Install top rail through line post caps and splice with 6 inch long sleeves. Attach to terminal, corner, and gate posts with clamp type fittings. E. Install tension wire prior to stretching fabric; secure to posts. F. Stretch fabric taut and secure to posts, tension wires, and rails with wire ties: 1. Posts: Space ties maximum 15 inches on center. 2. Rails and tension wires: Space ties maximum 24 inches on center. G. Install fabric on secure side of fence. Leave approximately 2 inch space between grade and bottom selvage. H. Secure fabric to terminal posts with stretcher bars. Thread stretcher bars through fabric; secure to posts with metal bands spaced maximum 15 inches on center. I. Install gates plumb, level, and secure; adjust for smooth operation. J. Installation Tolerances: 1. Maximurn variation from plumb: 1/4 inch in 10 feet. 2. Maximum offset from true position: 1 inch. END OF SECTION Harmon Park Soccer Complex Section 02831 — 3 ��Ul'�G��l� G'(�C�Q� ��: �I II Ur CNIS�`: Uu� IYIVQ U i:} �. 'y'l�` i"'! :'�U U J 9��o Chain Link Fencing Issue Date 10/28/99 SECTION 02870 SITE FURNITURE PART 1 - GENERAL 1.1 RELATED WORK A. Section 01600 - Material and Equipment 1.2 DESCRIPTION OF WORK A. Work includes: Furnish all labor, materials, shop drawings, specifications, services and equipment required to set benches. PART 2 - PRODUCTS/EXECUTION 2.1 MATERIALS A. Refer to Site Amenities Schedule per drawings / add alternates. 3.1 INSPECTION A. Furnishings shall be inspected by the Owner/Landscape Architect for condition relating to damage in shipping or construction defects. 3.2 INSTALLATION A. Per Manufacturer's Specifications. 3.3 CLEAN UP A. Clean up all debris caused by the work of this section, keeping the premises clean and neat at all times. END OF SECTION ''� ��J'�0/�� '��J�� 1�`'��' ��r� � � ° G°?� ... �o I�}F��b➢ ��. Harmon Park Soccer Complex Section 02870 —1 Site Furniture � B. Schedule After All Other Construction and Planting Is Complete. C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, while planting the seed and maintaining the seedlings until the project is accepted by the City. PART 2 — PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. Substitution of individual seed types due to lack of availability shall be made only by the Project Manager at the time of planting. The Contractor shall notify the Project Manager, prior to bidding, of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the Project Manager. Any adjustment of area location by the Project Manager shall be considered incidental and shall not entitle the Contractor to additional compensation. Weed seed shall not exceed 10 percent by weight of the total of pure live seed (PLS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean, dry and harvested within one year of planting. 1. Non-native grass seed shall consist of: If planted between April 15 and September 10: Lbs./Acre Common Name Scientific Name Purity 25 Bermuda (unhulled) Cynodon dactylon 85% 75 Bermuda (hulled) Cynodon dactylon 95% Substitute the following if planted between September 10 and April 15: 220 Rye Grass Lolium multiflorum 40 Bermuda (unhulled) Cynodon dactylon SECTION 02930 — SEEDING -2— Germination 90% 90% 82% 80% 84% 85% � =,;��;�i�,�(i;�� U�_��i�.�J�� % �� v UIr'�sS �. ':; ��' ��'� G'� � °Zl� II Iln Vll\`�.��Cllllllle 1115Wa � � ,�ri � �� I, �� C� � � PART 1 - GENERAL 1.01 DESCRIPTION I' SECTION 02930 - SEEDING Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. Related Work Specified Elsewhere: Section 02220, Earthwork. 1.02 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Highway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control" and Item 180, "Wildflower Seeding". � � � � C� � �� 1.03 SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within 100 miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the Project Manager, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the Project Manager. B. Fertilizer 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law 1.04 JOB CONDITIONS A. Planting Season: The season varies according to species (see Part 2- Products). Do not seed when soil is excessively wet or dry or when wind exceeds 10 miles per hour. SECTION 02930 - SEEDING -1- '�;��U;�O 4�� 6�'��C�� 0�' �C��: G'�G'� �� '�u��f M i�I�M 4. Mulch should contain no more than 10 percent moisture, air dry weight basis. 5. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. c. Where applying fertilizer on established seeding areas - 150 pounds of Nitrogen per acre. D. Water: Shall be furnished by the Contractor and shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2" per week should be applied for approximately three weeks or until project is accepted by the Project Manager. E. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mulch, (see 2.01, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use the following soil retention blanket (Follow the manufacturer's directions): "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. 2.02 MIXING Seed, mulch, fertilizer and water may be mixed provided that: 1. Mixture is uniformly suspended to form a homogenous slurry. 2. Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. 3. Mixture is applied within 30 minutes after placed in the equipment. SECTION 02930 - SEEDING -4- - �� , c �� p� , w� I ;�J�?��(C.hil�:'�. ,t:, .. ,< ��;�' �c�':: w�s�° Q1� ;i',��` G��,�,1� �ti�, ��"�, � . i � t � �! 2 Native grass seed - The seed shall be planted between February 1 and October 1 and shall consist of: Lbs. PLS/Acre Common Name Botanical Name 16 Green Sprangletop Leptochloa dubia 40 Sideoats Grama* Bouteloua curtipendula 64 Little Bluestem* Schizachyrium scoparium 200 Buffalograss Buchloe dactyloides 40 Indian Grass* Sorghastrum avenaceum 16 Big Top Lovegrass* Eragrostis hirsuta 16 Weeping Lovegrass Eragrostis curvula 80 Canada Wild Rye* Elymus canadensis var. canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. � � � � � � � ,�. r � 3 Wildflower seed - All wildflower seeds are to be hand broadcast, (see 3.02,A). The seed shall be planted between March 5 and May 31 or between September 1 and December 1 and shall consist of: Lbs. PLS/Acre 10 20 50 10 10 20 10 0 10 Common Name Foxglove* Lanceleaf Coreopsis Bluebonnet Pink Evening Primrose Purple Coneflower* Indian Blanket Mexican Hat Maximillian Sunflower* Winecup Lemon Mint* Botanical Name Penstemon cobaea Coreopsis lanceolata Lupinus texensis Oenothera speciosa Echinacecz purpa�rea Gaillardia pulchella Ratibidcz columnaris Heliartthtcs maximiliana Cc�llirhoe involucrccta Monarda citriodora *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 4. Temporary erosion control seed When specified on the plans, temporary control measures shall be performed. These measures shall consist of the sowing of cool season plant seeds and the work and materials as required in this section. B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper-by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. SECTION 02930 - SEEDING �/ f .„�'1��6'�;��'�� G=��JI�� - 3 - �;; �� u� Cr��It�L51Yr�lUS II �= i, '��}�: u G�o ��o 5. "Flat" and "sloping" surfaces will be shown on the plans if not visually obvious. C. Apply within 30 minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04, B) and project has been accepted by the Project Manager. 3.04 MAINTENANCE AND MANAGEMENT A. Includes protection, replanting, maintaining grades and immediate repair of erosion damage until the project receives final acceptance. � � 1 � B. Replanting � 1. Replant areas where a stand of grass or wildflowers are not present in a reasonable length of time, as determined by the Project Manager. 2. A"stand" shall be defined as: � a. Bermuda/Rye grasses: Fourteen growing plants per square inch established within two weeks of seeding date on a smooth bed free of � foreign material and rocks or clods larger than one inch diameter. b. Native grass and wildflowers: 80% percent coverage of growing plants ,,,� within seeded area within twenty-one days of seeding date on a smooth bed free of foreign material and rocks or clods larger than one inch diameter. � c. Having no bare spots greater than six inch square. ,,,� END OF SECTION � ' � �� '!IIS iii'U��•� j j!`l7'`i�Q� � -; � l .�., �-.�5 i;�-�,'?`'' lriS+"�"U`;2 ° °�U _ _ : '�i ��.. SECT[ON 02930 - SEEDING --: �,, n.,!�,(;, �l.II (� � � — 6- II" c, 't7'�rv�ll':�U Ug � l�Na ._._ _,.. — � , �., � , PART 3 — EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: l. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. � B. Tilling 1. 2. 3. In all compacted areas till one inch deep. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seedlwater run-off. In areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. C. Watering: Soil should be watered to a minimum depth of four inches within 48 hours of seeding. � � � i �; ; :.., � � � r � � � 3.02 SEEDING A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. 4. For wildflower plantings, scalp existing grasses to one inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding (Drilling): If inechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. 3.03 MULCHING A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,SOO lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. SECTION 02930 - SEEDING -$- '��'i?Iru'�`0�� u:L�«G �iG I�: ��Ur C��'�U`J�� U If !lo UC� �IJC��I�Uy ��(No Issue Date 10/28/99 '"'� PART 2 — PRODUCTS 2.01 SOD A. The sod shall be Buchloe dactyloides ("Prairie" Buffalograss) and shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots throughout the soil of the sod for a thickness not less than one inch. Sod shall be alive, healthy and vigorous and shall be free of insects, disease, stones and undesirable foreign materials and grasses. Sod shall have been produced on growing beds of clay or clay-loam topsoil. The sod shall not be harvested or planted when its moisture condition is so excessively wet or dry that its survival will be affected. If sod is stacked, it shall be kept moist and shall be stacked roots-to-roots and grass- to-grass. B. The sod shall be cut in strips four feet wide to be laid parallel with the contours. 2.02 FERTILIZER A B C 2.03 WATER The water shall be furnished by the Contractor and shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, the sod should be soaked one time per day for three weeks or until established. Soaking is mandatory after spreading the fertilizer. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area two weeks after sodding. All fertilizer shall have an analysis of 3-1-2 or as designated on the plans. The fertilizer rate shall be 45 pounds of nitrogen per acre. � Gii1 � � � 2.04 COMPOST All compost material is to be totally organic and decomposed for at lease nine months. All compost is to be clean and free of fungus, disease, live plants, seed, excessive cotton lint and any harmful chemicals. "New Life Soil Conditioner" or "Perma Green Compost", as specified below or an approved equal, shall be used. Raw organics are not acceptable. A. For soil with an alkaline nH condition: Use "New Life Acid Gro" (acid pH) soil conditioner as produced by Soil Building Systems of Dallas, or an approved equal. � � C For soil with an acidic nH condition: Use "Perma Green Compost" by Texas Earth Resources, Inc. of Dallas, or "New Life Natural Grower" (ph 8.0 to 9.0) by Soil Building Systems, Inc., of Dallas. Sample and Specification Submittal: Submit a producer's specification and a quart sample of the compost proposed for the Project Manager's approval. PART 3 - EXECUTION 3.01 GENERAL All turfing operations are to be executed across the slope, parallel to finished grade contours. 3.02 SOIL PREPARATION ' ..��,n `! '; - �J'. V i'-';�; L��:; i� ��` �L„ Harmon Park Soccer Complex Section 02940 - 2 ,_�-�`4f ��,i�_ �(� � re� Turf Soddin uv �� U c�15�.;G��5 �� U�� g U llo VUGI�I�IIU9 u15!/�a . � � � � � � � � � ' � � ,� � � � � � � � SECTION 02940 - TURF SODDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: This work includes all labor, materials and equipment for soil preparation, fertilization, planting and other requirements regarding turfgrass sodding shown on the plans. B. Related Work Specified Elsewhere: Section 02220, Earthwork. 1.02 REFERENCE STANDARDS A. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. B. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller 1.03 SUBMITTALS Samples, certificates and specifications of sod, fertilizer, compost, soil amendments or other materials may be requested by the Project Manager. All delivery receipts and copies of invoices for materials used for this work shall be subject to verification by the Project Manager. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Sod: Harvesting and planting operations shall be coordinated with not more than forty eight hours elapsing between the harvesting and planting. B. Fertilizer 1. Unopened bags labeled with the analysis. 2. Conform to Texas Fertilizer Law. 1.05 QUALITY CONTROL The contractor who plants the sod is responsible for supervision of his crew, while planting the sod and maintaining the sod until the project is accepted by the City. Issue Date 10/28/99 . . _,...... � ,��;r;��c.��:�, G��G�� r��G?��G�l� r? j11;1"r�;^ii!=.^I� p U�i o . v,.i. �,;jl Harmon Park Soccer Complex Section 02940 —1 Turf Sodtling ;�, � � Issue Date 10128/99 A. Scarify subgrade to a depth of three inches before depositing the required topsoil. � B. Tillage shall be accomplished to loosen the topsoil, destroy existing vegetation and prepare an acceptable sod bed. All areas shall be tilled with a heavy duty disc or a chisel-type breaking plow, chisels set not more than ten inches apart. Initial tillage shall be done in a crossing pattern � for double coverage, then followed by a disc harrow. Depth of tillage shall be five inches. A heavy duty rototiller may be used for areas to be planted with sod. � � � � � � C. Cleaning: Soil shall be further prepared by the removal of debris, building materials, rubbish, weeds and stones larger than one inch in diameter. D Fine Grading: After tillage and cleaning, all areas to be planted shall be topdressed with one-half inch compost and then shall be leveled, fine graded, and drug with a weighted spike harrow or float drag. The required result shall be the elimination of ruts, depressions, humps and objectionable soil clods. This shall be the final soil preparation step to be completed before planting. 3.03 PLANTING Prior to laying the sod, the planting bed shall be raked smooth to true grade and moistened to a depth of four inches, but not to the extent causing puddling. The sod shall be laid smoothly, tightly butted edge to edge, and with staggered joints. The sod shall be pressed firmly into the sod bed by rolling or by hand tamping with an approved tamper so as to eliminate all air pockets, provide a true and even surface, and insure knitting without displacement of the sod or deformation of the surfaces of sodded areas. Following compaction, compost shall be used to fill all cracks between sods. Excess compost shall be worked into the grass with suitable equipment and shall be well watered. The quantity of compost shall be such that it will cause no smothering or burning of the grass. 3.04 FERTILIZING � Twenty-one days after planting, turfgrass areas shall receive an application of 3-1-2 fertilizer at the rate of 45 pounds of nitrogen per acre. Water well after application to prevent burning. END OF SECTION � � � � ' � � � ��r,� i��I�Uu'CU�a�� '��J�� '��ti' ��[�';;G�� ° �1� Uli_ .,�;rPL��li'.��Ullp ��Wo Harmon Park Soccer Complex Section 02940 — 3 Turf Sodding � Issue Date 10/28/99 E. American Joint Committee on Horticulture Normaclature "Standardized Plant Names", latest edition. F. All plants shall conform to quantity and quality standards as set forth in USDA Standard for Nursery Stock, Publication No. 260.1. 1.7 DEFINITIONS A. Weeds: Includes Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Johnson Grass, Poison ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. B. Plants: Living trees, plants, and ground cover specified in this Section. C. Abbreviations: 1. Gal. Gallon 2. O.C. On Center 3. Cal. Caliper 4. C.T. Clear Trunk from Crown of the Ball to the First Branching 1.8 SUBMITTALS - PROJECT CLOSEOUT A. Product Data: Submit sample label or specification of fertilizer. B. Certificate: Submit State Certificate stating analysis of purity and germination of seed. C. Application Log: Submit daily log sheets of hydromulch operations with the following information: 1. Seed type and amount 2. Fertilizer analysis and amount 3. Mulch type and amount 4. Seeding additive type and amount 5. Number of loads - amount of water 6. Area covered 7. Equipment used - capacity and license number 8. Signature of nozzleman D. Contractor shall submit landscape bid breakdown (form enclosed). No bids will be accepted without completion of this form. E. If nurseries are not identified in the plant material list on the plans contractor shall list of nurseries material is to be provided form with the bid submission. All plant material reviewed in nurseries one month after award of the bid and prior to delivery on site. F. Landscape Maintenance Manual - Supply written certification of procedures identified in section 1.16 and document recommendations for each item from experience during the 90-day maintenance period. G. Provide written evidence that landscape sprinkler system has been inspected and approved prior to start of any work of this section. H. Section 01700 - Contract Closeout I. Section 01730 - Operation and Maintenance Date: Procedures for submittals. J. Submit list of plant sources and associated guarantees. H. Warranties for all products. List of dates when applicable guarantees and warranties are terminated. 1.9 QUALITY ASSURANCE a � ��. J f��, ov� il� r.Jf'�j'-�� 1�'� ii J1 � L�'�; v �� Harmon Park Soccer Complex I_I��, , i- L� 6 e1\? Section 02950 - 2 Trees, Plants, Ground cover & Lawn .; � �� u �C�;; V�I��G. u �uo 1'lJ��U'�uW4�l5Wo � � ^.� � � � � �� @�■ � �-, i � � l _I � � � 1 � � � , � u � Issue Date 10/28/99 SECTION 02950 TREES, PLANTS, GROUND COVER AND LAWN PART 1 - GENERAL 1.1 SECTION INCLUDES A. Preparation of topsoil. B. Topsoil bedding. C. Sodding, hydromulch, and sprigging D. New trees, plants, and ground cover. E. Mulch and fertilizer. F. Steel edging H. Maintenance. 1.2 RELATED SECTIONS A. Section 02810 - Landscape Irrigation System. 1.3 CONTRACT BID A. Includes purchase, delivery and installation of all items and services identified in these specifications. This includes the duration of the contract and all guarantees and warranties. B. The enclosed bid breakdown form must be completed in full for the bid to be accepted. Any bid submitted without inclusion of the form will not be considered. Questions should be directed to the Landscape Architect. Copies of the form are acceptable. C. In the event of any discrepancies between the plans and the Specifications, the Landscape Architect shall be notified of such discrepancies and a decision given in such time so as not to hinder the progress of the work. D. Prior to bid submission, contractor is responsible for reviewing all site conditions as they relate to the proposed plans. Any issues or concerns shall be submitted in writing prior to bid submission. 1.4 REFERENCES A. ANSI Z60.1 "American Standard of Nursery Stock." B. NAA (National Arborist Association) - Pruning Standards for Shade Trees. C. ASPA (American Sod Producers Association) - Guideline Specifications to Sodding. D. FS O-F-241 - Fertilizers, Mixed, Commercial. 1.6 STANDARDS A. American Association of Nurserymen, Inc. (AAN) Standard: American Standard for Nursery Stock (ANSSI 260.1-1973) B. Hortus Third C. Peat Moss: Peat, Humus; and Peat, Reed Sedge. Federal Specification: Q-P=166E �'.;� iry, r��Ur�� . �, ; , � hGz�S US D. Fertilizers: Mixed Commercial. Federal Specification O-F-241D ! �`•i��l`<' l��Sii��j � e�Uf Y �' i i; L N•. `, � U _ ,,,,^ ,�� [�� l 4'�! P a Harmon Park Soccer Complex Section 02950 -1 Trees, Plants, Ground cover & Lawn Issue Date 10128199 I_:� additional cost. Contractor shall provide necessary protection for the finished surface material adjacent to his work. Take all necessary precautionary measures for the safety of employees involved in the work and comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury on or about the premises where the work is being performed. Insurance shall be written for not less than any limits of liability specified as part of the Contract. Certifcates of such insurance shall be filed with the Owner. 1.11 DELIVERY, STORAGE, AND HANDLING A. General 1. Store materials only in sections approved by the Owner's representative. 2. Deliver packaged materials in unopened containers showing weight, analysis and name of manufacturer. During shipment and storage on site, protect materials from breakage, moisture, heat or other damage. 3. All materials on site are the responsibility of contractor, along with assumption of guarantees and warranties. B. Fertilizer 1. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. A list of manufacturer and quantity order shall be documented in writing and forwarded to owner's rep. If material is delivered to the site in bulk form, it is to be kept neat, and covered and or watered to keep dust down and not have it blown around the site. Fertilizer per soil test reports. C. Plant Materials 1. All trees noted on drawings shall be procured from specific nurseries, no alternatives accepted. Shipping shall be scheduled to minimize on site storage of plants. Stock shall not be shipped until the planting preparations have been completed. a. Plant material prior to delivery to site 1. Landscape Architect and contractor shall inspect the plant material at the nurseries identified in the plant list one month after the award of the contract. 2. Unless noted as to be tagged by Landscape Architect on landscape drawings; the Landscape Contractor shall consolidate plant material at suppliers. All plants not tagged in plant material list shall come from approved nurseries. 2. Shipment of plants shall be clearly identified, with legible labels stating correct name and size of plant, securely attached to individual plants, or to bundles of like variety and size. 3. During shipment plants shall not be bent, stacked, or bound in a manner that damages bark, beaks branches, deforms root ball, or destroys natural shape. 4. Transport plant material in closed or open vehicles with the entire load properly covered for protection from drying winds, heat, freezing or other exposure that may be harmful. 5. If delays beyond the Contractor's control occur after delivery, plants on site shall be kept watered and protected from sun, wind, and mechanical damage; root balls shall be covered with topsoil or mulch. Do not remove container-grown stock from containers until planting time. "Heel in" bare root plants in moist soil immediately upon delivery. Open bundles of plants and separate the plants before the roots are covered. Take care to prevent air pockets among roots when heeling-in. Keep the roots constantly moist until planted. The heeling-in grounds shall be a well-protected, shaded area. 6. All plant material shall be observed and approved by the Landscape Architect for quality, size and variety prior to installation. Such approval shall not impair the right of observation and rejection during the progress of the work for size and condition of ball or root, latent defects, diseases or injuries and damage due to handling and shipping. 7. Refer to plans for plant list. Plant list is for guide only. Quantities, sizes and types of plant material shall be determined by plan review. Discrepancies in plant count on plan by contractor shall be submitted in writing prior to award of bid. 8. Deliver sod in rolls directly from supplier. Protect exposed roots from dehydration by tarping all _.�;;;; _.;�.GJ;;,I,� Harmon Park Soccer Complex n`q 5'��;�.� �,`,�, Q li;�; � Section 02950 — 4 Trees, Piants, Ground cover & Lawn � �� U.,U �:��,`.�t;:.� '; ��' ��'; G� � ° G�`"u'r � r� nnnr,r,s��o srr�on � � � I:� � B. It is the intention of these Specifications to describe the materials and methods required for the installation of landscape work free from defects in materials and workmanship. Notwithstanding the fact that these Specifications may be defcient in setting forth a complete detailed description of the work to � be performed, it shall be the responsibility of the successful bidder to install the landscape work fully and completely to the satisfaction of the Owner or Owner's Representative. � � � ' � � � �'' 1.10 �' � � , ' � C. Installer Qualifications: Company specializing in installing and planting the plants with ten (10) years documented experience. Contractor shall keep on the work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Landscape Architect. The Superintendent shall not be changed except with the consent of the Landscape Architect and Owners Representative unless the Superintendent proves to be unsatisfactory. The superintendent must have a minimum ten years experience with similar projects and a degree or certifcate with horticulture qualifications. D E. F. G H I. J. K Issue Date 10/28/99 Nursery Qualifications: Company and/or individuals specializing in growing and cultivating the plants with ten (10) years documented experience. Tree Pruner Qualifications: Company specializing in pruning trees with proof of Arborist Certification. Tree Pruning: NAA - Pruning Standards for Shade Trees. Sod: Minimum age of 18 months, with root development that will support its own weight without tearing, when suspended vertically by holding the upper two corners. Sod shall be weed free. Submit sod certification for grass species and location of sod source, or supplier must guarantee replacement if sod fails to root out sufficiently or has weeds. Sod Producer: Company specializing in sod production and harvesting with minimum ten years experience, and certified by the State of Texas. Installer: Company approved by the sod producer. Maintenance Services: Performed by installer. All Manufactured and/or Processed Materials: All materials shall be installed in accordance with the methods, techniques and specifications as set forth by each representative manufacturer. All pertinent descriptive literature issued by any of these manufacturers shall become a part of these specifications. REGULATORY REQUIREMENTS A. Comply with regulatory agencies and soil test reports for fertilizer and amendment composition. B. C. D. E. F. G. Certificate and licenses to apply pesticides and insecticides. Plant Materials: Described by ASTM Z60.1; free of disease or hazardous insects. Contractor is responsible for pulling all applicable permits with governing municipalities and notify appropriate agencies prior to work and after to receive certificate of approval and completion. Give adequate and required legal notices to Owner, utility organizations and governing authorities prior to commencing work. Coordinate operations with other trades, utility firms, and affected public departments to assure continuity of access and service in conformance with applicable requirements of these organizations. Provide and be responsible for protection of work in this Section until completion and final acceptance of project by Owner. Repair or renlace au damaged or defective work to original specified condition at no Harmon Park Soccer Complex � ;,,,;- -;� �, �: r�� . ' �'� .: U,_.: �._ � v:Ir y NII� u��„ �. UR 'ection 02950 — 3 �; 9 ��.' C� ��a� �� , c— r`a f' �, �S �� o Ii�u�yU7lr,_,� (� p � —� — Trees, Plants, Ground cover & Lawn Issue Date 10/28199 "'+ The warranty and guarantee period shall begin after written acceptance of the maintenance period. A t Provide one year warranty for all plant materials. All plant material noted as tagged on the plant material list (nursery identified) are covered under the above guarantees. Wananty: Include coverage for one continuous growing season; replace dead or unhealthy plants. C. Replacements: Plants of same size and species, planted in the next growing season, with a new warranty commencing on date of replacement. Any plant material that is not healthy, dies, dying or the design value of which, in the opinion of the Landscape Architect, has been so injured or damaged as to render it unsuitable for the purpose intended, shall be replaced immediately by the Contractor at no cost to the Owner. The removal of plant material, additional fertilizer and topsoil necessary for the replacement, all labor and correction of any damage to the adjacent areas incurred by the Contractor during replacement shall be at the Contractor's expense. D. Provide owner with written warranties and guarantees for all products. Soil compaction shall be guaranteed for 1.5 years against improper compaction, excessive settling, and rapid decomposition of soil. 1.16 MAINTENANCE SERVICE A. Maintain Landscape for ninety (90) days after written final acceptance by owner of the landscape installation. All work shall be continuously maintained in all areas included in the contract during the progress of the work, the maintenance period and until the final acceptance of the work. B. Maintain plant material immediately after placement until plants are well established and exhibit a vigorous growing condition. During the fnal ninety (90) calendar day maintenance period, all plants and planted areas shall be kept watered. Weeds shall be removed. The entire project shall be so cared for that a neat and clean condition will be presented at all times to the satisfaction of the Landscape Architect. Continue maintenance until final written acceptance of ninety-(90) day maintenance period. C. Maintenance to include: 1. Cultivation and weeding of all planting areas. 2. Applying herbicides for weed control in accardance with manufacturer's instructions. Remedy damage resulting from use of herbicides. 3. Remedy damage from use of insecticides. 4. Inigating sufficient to saturate root system. Test soil moisture level on weekly basis. 5. Pruning, including removal of dead or broken branches and treatment of pruned areas or other wounds. Shape plants directed by landscape architect. 6. Disease control. 7. Maintaining wrapping, guys, turnbuckles, and stakes. Adjust turnbuckles to keep guy wires tight. Repair or replace accessories when required. 8. Replacement of mulch. 9. Ferterilizing 10. Lawn Maintenance: a. Mow grass at regular intervals to maintain at a maximum height of 2-1/2 inches. Do not cut more than 1/3 of grass blade at any one mowing. b. Neatly trim edges and hand clip where necessary. c. Immediately remove clippings after mowing and trimming. d. Water to prevent grass and soil from drying out. e. Roll surface to remove minor depressions or irregularities. f. Refertilize hydromulch areas with 17/17/17 12 lbs. per 1000 sf. at 20 and 40 days. g. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy damage resulting from improper use of herbicides. h. Immediately replace lawn to areas which show deterioration or bare spots. i. Protect sodded areas with warning signs during maintenance period. 11. Removal of site trash. D. Termination of Maintenance Period Harmon Park Soccer Complex ^'�.� � L�� _l'� G"��:,�Ju �,li;l i(�J'',Jl�� C�6��:U:.,LI;�Id �I^Vr Section 02950 - 3 �`�rees Plants, Ground cover & Lawn ��r�o ��G_'��9 ��-�a � "� J "�I J ""� � � � ,.,.� � �I , 1.12 � ' � � � �� a � , I_ ! , Issue Date 10128/99 sod rolls during shipment. Keep moist. Do not deliver more sod than can be laid within 24 hours. ENVIRONMENTAL REQUIREMENTS A. B. C. D. Do not install plant material when ambient temperatures may drop below 35 degrees F or rise above 100 degrees F. Do not install plant material when wind velocity exceeds 30 mph 48 k/hr. Do not install plant material when soil is saturated and plant pits do not drain. Do not install plant material without water available on site to water plants directly after installation. E. Contractor is responsible to review site environmental conditions prior to and during installation of plant material. Any discrepancies or concerns of the landscape subcontractor between environmental site conditions (i.e., soil, water, climate, etc.) and plant material specified in the plans shall be brought to the attention of the landscape architect in writing. Conditions shall be reviewed and alternatives recommended. 1.13 COORDINATION A. Coordinate work with General Contractor/Project Manager. B. The Contractor shall examine the site of work, determine and verify all existing conditions under which he will be obligated to operate in performing the work prior to submission of bid. Written dimensions shall have precedence over scaled dimensions and conditions shown on the drawings. When written dimensions conflict with existing conditions, Landscape Architect shall be notified and shall sign and approve resolution of conflict before proceeding with any work. C. Prior to commencement of any of the work of this Contract, Contractor shall arrange a conference at the site with the Landscape Architect. The conference will include the Contractor, the Superintendent appointed to oversee the work of this Section, and the Landscape Architect and Owners Representative. At least four working days notice shall be given prior to the conference. D. Install plant material after installation of underground irrigation system piping and watering heads specified in Section 02810. E. Location of planting must be coordinated with irrigation prior to installation. Location of Underground Utilities and Easements: Verify locations of underground utilities and easements prior to the installation of plant material. If any discrepancies occur beriveen plans and site condition, Contractor shall notify the Landscape Architect and adjust tree location(s) as per his direction prior to proceeding. 1.14 SOIL TESTING A. A minimum of four (4) soil tests are to be taken throughout the site under direction of Landscape Architect.. Soil test results to identify existing site soil composition and recommended soil amendments and fertilizer specifically addressing existing site soil and the plant material on the drawings. When submitting soil samples provide list of plant material to testing lab. Identify application rates and frequency. Fertilizers identified in these specifications shall govern prior to soil test results. Any issues or concerns of plant material for this project identified in the soil test results must be forwarded to the landscape architect in writing and substitutions shall be reviewed. B. Submit 10 oz. Sample of topsoil utilized for the project to soil testing lab to insure soil meets specification requirements. • 1.15 WARRANTY AND GUARANTEES Harmon Park Soccer Complex "v,��'��i�':IS G`_��J�� ;;� l�\U c��:; U� y c� I( -� r,n;;<-.r��r�i ll�'�� ' lii'� i7G�o Section 02950 — 5 r t��, � Ia� 7,�, �� ound cover & Lawn Issue Date 10/28/99 2.2 � Plant Selection Plant materials shall be subject to approval by the Landscape Architect and/or Owner's representative at the Nursery prior to delivery and upon delivery to the site before installation. Supplier Qualification for Sod Grower: a. Company specializing in growing and cultivating sod with ten years documented experience. b. Sod: ASPA Field grown grade; cultivated grass sod; with strong fbrous root system, free of stones, burned or bare spots; containing no more than 5 weeds per 1000 sq ft. Good Quality block. 1. Bermuda Grass Sod, or approved equal. c. Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay, or impurities, plants, weeds and roots; pH value of minimum 5.4 and maximum 7.0. d. Fertilizer: Per soil test reports. e. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass. Harvesting Sod: a. Machine cut sod and load on pallets or rolled in accordance with ASPA Guidelines. b. Cut sod in area not exceeding 6 sq ft, with minimum 1/2 inch and maximum 1-inch topsoil base. L. Tests for Sod: a. Quality Control: Testing Laboratory Services: Provide fertilizer/soil test reports. b. Analyze to ascertain percentage of nitrogen, phosphorus, potash, soluble salt content, organic matter content, and pH value. c. Submit minimum 10-oz sample of topsoil proposed. Forward sample to approved testing laboratory in sealed containers to prevent contamination. Submit report to landscape architect. Report is intended to verify supplied topsoil meets specification requirements. M. Hydromulch Mixture: PER ACRE 1. Common Bermuda 100% 2. Moisture content: 9.0% f 3% O.D. basis. 3. Organic matter: 99.2% t 0.8% 4. Ash content: 0.8% � 0.2% 5. pH: 4.8% f 0.5% N. Hydromulch Cap 1. Virgin Wood Fiber Mulch manufactured by ECO-System or approved equal. 2. Biodegradable Tackifier O. Hydromulch Fertilizers: 1. Initial Application: a. 16% nitrogen b. 20% phosphoric acid. c. 0% potash 2. Second Application: a. 15% nitrogen (50% SCU or UF) b. 5% phosphoric acid. c. 10% potash plus a minimum of 8% sulphur and 4% iron plus micro-nutrients. SOIL MATERIALS A. Topsoil: Fertile, friable agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds roots, lumps, stones, stumps, and other noxious materials. Topsoil shall not be stripped, collected or deposited while wet; minimum pH value of 6.5 and maximum 8.0. � � "'R ,� � "'�p � ».� � .� Harmon Park Soccer Comp ex �; �� i, ��,`�!'�!� �; �i�j! Section 02950 - 8 Trees, Plants, Ground cover & Lawn , � � �'>� u, � � � : �� 4 � � �� .,r, nnn �.rS�M i� � � � � ' � 2.1 , � � , � ' , il � � � u Issue Date 10128/99 At the end of the 90-day maintenance period the contractor, landscape architect and owner's representative shall meet on site with the owner's maintenance contractor to review site landscaping. The installing landscape contractor is responsible to maintain landscape up to receipt of written approval terminating maintenance period. Any discrepancies between the landscape plans and specifications to the actual installation shall be reviewed and documented in writing at this meeting. During this year guarantee period the maintenance contractor shall notify the Owners Representative and installation landscape contractor in writing of any problems/disease, etc., which may occur to the plant material and impact the guarantee of plant material and warranties to products. PART 2 - PRODUCTS PLANT MATERIAL A. : Trees, Shrubs, Ground Cover, and Other Plant Material: Species and size identified in plant schedule, grown in climatic conditions acceptable to those in locality of the Work. For clarity of drawing, ground cover symbols are not shown on planting plan sheets in areas covered by shrub symbols. The ground cover indicated adjacent to the shrub symbols shall be planted to within 1'-0" of the base of each shrub as planted. C. Plant Material All planting stock shall be nursery grown in accordance with good horticultural practices. Plants shall be free of disease and insects (i.e., eggs, larvae, and defects such as knot, sun-scathe), injuries, abrasions, or disfigurement. They shall be sound, healthy and vigorous, of uniform growth, typical of the species and variety, well-formed, free from irregularities with the minimum quality conforming to American Standard of Nursery Stock. D. Specimens Plants indicated as specimen shall be exceptionally heavy, symmetrical, and tightly knit, cultured, to be unquestionably superior in form, branching, compacmess, and symmetry. E. Size The minimum acceptable sizes of all plants shall be measured before pruning and with branches in normal position. Unless otherwise designated on the plant list, all plant dimensions shall conform to those listed in ANSI A60.1, American Standard for Nursery Stock. 1. Height is indicated with a tolerance. The smaller dimension is the minimum acceptable; the larger dimension represents the maximum permissible except with approval of Landscape Architect. The average dimension of all plants must at least equal the average of the tolerance figures shown. 2. Spread shall meet the minimum dimensions specifed in all directions, and must be considered as pivoting on center of plant. Where tolerance is shown between rivo spread dimensions, the smaller dimension is the minimum acceptable. Spread shall average on the median of the range indicated. 3. Caliper is the trunk diameter taken at a specified distance above root collar as described in ANSI Z60.a. F G [: Condition is the factor controlled by vitality and ability to survive and thrive and be comparable with normal plants of the same species and variety in the vicinity, at the same season of the year. Branching point is the distance above ground where balanced branching occurs, or where a dimension in trunk appears to form the head of the tree. Root treatments on all plants shall conform to the requirements of ANSI Z60.1. Plants shall be dug and prepared for shipment in a manner that will not cause damage to branches, shape, and future development after planting. � Harmon Park Soccer Complex i ��;I�irU� 0�:�� U='15��1 n'U , 6��l u� c� ��,i��,� Section 02950 - 7 ;� �� i,-e1 s °J yr d r.''r.r� ' Gi!o ��"��_�(�o ��o Trees, Plants, Ground cover & Lawn Issue Date 10128/99 E. F. G H I. 2.7 WEED AND FUNGUS CONTROL r� 2.8 : Cable clamps and turnbuckles shall be heavy galvanized or stainless, strong forged steel. Turnbuckles shall be 3/8-inch eye with 6-inch minimum opening. Flags for marking guys shall be 18-inch sections of white one-inch diameter PVC pipe. Tree paint shall be waterproof, asphalt base paint with antiseptic properties for use on tree wounds and shall be Toch Bros. R.I.W. Tree Surgery Paint, Sherwin Williams Pruning Compound, or approved substitute. Gravel 1. Quality: water worn, hard, durable gravel, washed free of loam, sand, clay, and other foreign substances. 2. Type and size: Contractor to provide samples of available gravel. To be selected and approved by the Owner and Landscape Architect. Size range: '/z" -'/4". Standpipe 4" PVC, Schedule 40 with threaded cap. Refer to Construction Documents for detail. No material or method shall affect the landscape planting and must conform to Federal, State and Local regulations. Application: The applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. � � 4� i�7 � � � C. Submittals: Prior to the installation of any chemical weed control materials, the Pest Control Advisor shall submit to the Landscape Architect a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site. Pest Control Advisor shall furnish data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed varieties. INSECT CONTROL A. Provide insecticides for control of all harnlful insects as is necessary to protect all plant materials and as approved by a licensed Pest Control Advisor. Submit all types for approval prior to application. 2.9 HEADER Commercial steel edging 1/8" thick by 6" fabricated in sections with loops welded to face of sections 2' 6" o.c. to receive stakes. Provide tapered steel stakes 16" long Finish edging, sections and stakes with manufacture's standard green-black paint; manufacturer V.T. Ryerson or approved substitute. PART 3 - EXECUTION 3.1 EXAMINATION /:1 t � � � All existing trees are to be verified in the field and consriuction fencing - chain link is to be installed at ;� the Drip line to protect existing root zones from construction equipment. Construction fencing is to remain until grading is complete and landscape and irrigation under way. � Verify that prepared subsoil is ready to receive work. � Saturate soil with water to test araipage. Insure all landscape areas drain through the sub-surface horizons � . . _ r-,. �; �, .: . 'r �? ^� ^..; :�,;,-:�. _ ii�.:,��5,:.�.,':, �.I!r..l': «��::i��SL;� Harmon Park Soccer Com lex �; t U �'u °� _'- U`-- p �: � � c- c� � e)�•7 Section 02950 -10 Trees, Plants, Ground cover & Lawn �::G�`�' ��:;G��G:ti f�. �G��o ��o — � � � � � � 2.3 � � � , � � LJ �'� IL J Il �J Issue Date 10/28/99 B. Backfill Planting Soil Mix: Review soil test results. These shall govern until results are provided. 45% Organic Compost 45% Pine Bark Compost 10% Sandy Loam Living Earth Technology, Inc. Professional Bedding Mix, or equal. 5-6 lbs./cy Lesco landscape and ornamental fertilizer 14-14-14, 3-4 month slow release, or equal. SOIL AMENDMENT AND FERTILIZERS MATERIALS A. Fertilizer: The following fertilizer recommendations shall govern until soil test results are provided. Containing fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil ,as indicated in analysis to the following proportions: Nitrogen 30 percent, phosphoric acid 30 percent, soluble potash 30 percent. Fertilizer Pounds Application Frequency Landscane Plants Anal,� To Annlv Per 100 Sa. Ft. or 100 Annuals and 8-8-8 1.5 Apply every 4-6 weeks Herbaceous Perennials during growing season Shrubs, hedges and other ornamentals Trees with trunks less than 6" (young or small trees) Trees with trunks Larger than 6" � C� � 14-14-14 11-12 14-14-14 2.5 Late fall November March and September Water: Clean, fresh, and free of substances or matter which could inhibit vigorous growth of plants, furnished by Owner. Herbicide: pre-emergent to control weeds in beds. Pesticide: as required per local standards. E. Sand shall be clean, coarse, ungraded, meeting the requirements of ASTM C33 for fne aggregates. F. Wood Shavings: Nitrogen stabilized fir or pine shavings. Shavings shall be of shredded fir or pine particles containing 0.75% nitrogen and 0.1 to 0.1 S% iron. Particles shall be composted, leached and aged for a minimum of ten to twelve months and shall have a pH factor between 4.0 and 4.5. 2.4 MULCH AND TOP DRESSING MATERIALS A. Mulching Material: Shredded, Composted 1/2 - 1" Max. Size Cypress mulch, shredded, free of growth or germination inhibiting ingredients. 2.6. STAKING AND GUYING MATERIALS A. Anchor stakes for guying shall be steel T posts 30nches long. Refer to the landscape drawing for typical tree planting and staking. "'" ` B. Wire stays for tree supports shall be pliable, number 12 to 14 gauge galvanized wir�. ;_��lj;��,r�';;� �1,�;,j� ��@ C. 12° x 12" long non-sttetch fabric with grommets. ;,='=f=�;'' (r� �� (�'� d e�UJ D. Cable: for guying trees shall be 3/16-inch diameter, 7 strand, cadmium-plated steel. � ��'� � �' �'��`^U� � u i�..i' '._��?I��a U�7lNo f i�� Harmon Park Soccer Complex Section 02950 - 9 Trees, Plants, Ground cover & Lawn Issue Date 10128/99 by Monsanto Chemical Company, or equal, applied as per manufacturer's recommendations, and under the direction of State Licensed Pest Control Advisor prior to any soil amending, planting or seeding in the � area. Contractor shall await the safe time interval before commencing subsequent work. 3.3 GENERAL PLANTING: NOTES � Do not install any plant material until irrigation system is installed, tested, approved by Landscape Architect and operating normally. Plan drawings indicate the desire size, type and location of plant material and are to be followed as closely as possible. In the event changes from indicated location are deemed necessary by the Landscape Architect, they shall be made by the Contractor without additional cost to the Owner, provided the change is ordered before the particular plant material is installed and no signifcant additional labor or material is installed and no significant additional labor or material is required. When plant material is spaced in rows, the total dimension shall be verified and the plants equally spaced within the designated area. 3.4 PRE-PLANT WEED CONTROL A. Type 1 Grass Areas: �' 1. If grassy or broadleaf weeds exist on site at the beginning of work, spray with a non-selective systemic contact herbicide, as recommended and applied by an approved licensed landscape pest j� control advisor and applicator. Leave sprayed plants intact for at least 15 days to allow systemic kill. �� 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least '/4 inch below the surface of the soil over the entire area to be planted. � B. Type 1 Grass Only: 1. After irrigation system is operational, apply water for 5 to 10 days as needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as needed. 2. Maintain lawn area weed free until final acceptance by Owner utilizing mechanical and chemical � treatment. �„� 3.5 PREPARATION OF SUBSOIL A. Tillage: 1. Tillage shall be accomplished to loosen soil, destroy existing vegetation, and prepare acceptable sod bed. 2. Initial tillage shall be done in crossing pattern for double coverage, then followed by disc harrow, 3 inches deep. B. Cleaning: .,� 1. Remove debris, building materials, rubbish, weeds and stones larger than 1 inch in diameter. 2. Use Rock Pick or other machinery to gather surface stones smaller than 1 inch in diameter. C. Fine Grading: 1. After tillage and cleaning, level and fine grade. 2. Eliminate ruts, depressions, humps, and objectionable soil clods. D. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade � gradual. Blend slopes into level areas. Do not disturb subsoil under the drip lines of existing trees. E. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil. � F. Scarify subsoil to a depth of 12 inches in all areas to be planted. Repeat cultivation in areas where equipment, used for hauling and spreading materials on site, has compacted subsoil. � � G. Perform drainage testing on site and in tree well pits to insure positive drainage. Notify landscape architect in writing if drainage does not occur in 24 hours. Do not proceed with installation until there is an accepted resolution. "'� H. Dig beds 6 inches larger than plant root system. Dig pits twice as large as root ball. 3.6 PLACING TOPSOIL � .. �-�, _ ,;, r�ii`i�'11i�1 D. �,"��'��I" 'd '`.;_; �,',�; � � . <:i t! U i �; � Harmon Park Soccer Complex c: \f l� ri,^[e��e �'�� ection 02950 -12 Trees, Plants, Ground cover & Lawn ��;��I! C��;U � i V'Uo l� U��1ltllq UI�In1e � 1 � f� Issue Date 10I2B/99 and over surface to drainage sh-uctures. If plant pits do not drain within 24 hours, notify landscape architect. Verify that required underground utilities are available, in proper location, and ready for use. Locate all easements and utility locations on as-built planting plans. E. Landscape Fine Grading: All landscape areas shall be graded within approximately 1/10 (0.10) feet of grades indicated on drawings by others under separate section of the Specifications. If additional soil is necessary to bring grade to proper elevations as speci�ed herein because of unforeseen conditions or circumstances the Contractor shall arrange with the Owner and the General Contractor for installation of imported soil based on a per cubic yard cost prior to installation. Under this section all soil shall be brought to grades as indicated on drawings, importing soil as necessary and anticipating the installation of soil amenders and settling and/or compaction. Imported soil shall be compacted to a minimum of 80% and a maximum of 85% prior to soil preparation. (The soil shall not be worked when the moisture content is so great that excessive compaction will occur nor when it is so dry that clods will not break readily) Water shall be applied, if necessary, to provide ideal moisture for filling and for planting as herein specified. Grades not specifically indicated shall be governed as follows: a. 1%2" below adjacent paving. b. All areas: Make entire area smooth and even to finish grade. Cultivate all areas so that there are no humps or hollows, so that areas drain as indicated. Grade to allow free flow of surface water to catch basins (yard drains) and/or away from the areas without it puddling or ponding and/or channeling such that undue erosion could occur. c. No soil shall be installed on top of existing trees within their driplines. 3.2 � , � � � ,� PREPARATION OF SUBSOIL A. Prior to the installation of any imported soil, backfill, gravel fill or sub-base, required under the work of this section, the Contractor shall observe the integrity of all water-proofing and damp-prooimg membranes which occur over, on or against any construction which said material is to be installed. B. C. D. E. F. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend slopes into level areas. Feather in grades around existing trees. See 3.1 E2 above. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil. Scarify subsoil to a depth of 12 inches in areas to be planted. Repeat cultivation in areas where equipment, used for hauling and spreading materials on site, has compacted subsoil. Insure all landscape areas drain through sub-surface horizons and over surface to drainage structures. No grades should slope towards the building. Perform drainage testing on site and in tree well pits to insure positive drainage. If site or tree wells do not drain in 24 hours, notify landscape architect in writing prior to preceding installation. G. All soil polluted by gasoline, oil, plaster, construction debris, or other substances which would render it unsuitable for a proper plant growth medium shall be removed from the premises whether or not such pollution occurs or exists prior to or during the contract period. In the event that such material is placed by others performing under this contract, the Contractor shall request its removal by the party responsible. If this is not possible, Landscape Contractor shall remove such material and backcharge the party for costs incurred. A H. Elimination of Noxious Grasses: Prior to commencement of soil amending, planting or seeding, all " existing strands of noxious grasses including, but not limited to, Nut-Grass, Bermuda Grass (Cynodon Spec.), Crab-Grass (Digitaria Spec.) Dallis Grass (Paspalum dilatatum), Kikuyu Grass (Pennisetum �'' cladestinum), and Johnson Grass (Sorghum halepense) shall be killed by means of "Round-up" herbicide � Harmon Park Soccer Complex � '��; 'u'�� Ul=: � ��-_�� G�� ection 02950 -11 �:-i� Ur c��:;U,':LSL7n1U��U Ir�_ ��ri�.1!I�'�IM �� Trees, Plants, Ground cover & Lawn Issue Date 10l28/99 Plant pits for container grown plants 1 gallon size to 15 gallon size shall be as follows: Container Sizes Plant Width Pit Denth 1 gallon 2 gallon 5 gallon 7 gallon 15 gallon 12" 18" 24" 26" 36" 12" 14" 18" 22>, 24" Plant pits for rooted cuttings or seedlings to be at least 6" x 6" x 6". 3.10 PREPARATION OF PLANTING BEDS A. Planting Pits 1. Planting pits shall be round, with vertical side and flat bottoms and sized in accordance with specified plant types. 2. If rotating augers or other mechanical diggers are used to excavate holes, the vertical sides of the pits, usually burnished to a hard smooth surface by the rotating blade, shall be scarified, fractured, or otherwise broken down to eliminate the impervious wall. 3. Loosen of scarify in the bottom of all plant pits to a depth of 6 inches. B. Planting Beds Existing soil in bed areas should be below finished grade and shall be rototilled or spaded to an additional depth of 9" depth before adding fertilizer and soil amendments. NOTE: Beds should be checked for possible excavation. Then sufficient mixture shall be added to bring the soil to specifed grade. Water should be added to settle the mixture to required finish grade including the layer of mulch specified. Verify proper scheduling of soil amending from soil test report recommendations. Pending soil test results, the soil shall be amended as itemized in Section 2.4 unless otherwise noted. General Broadcast Soil Amendments: Thoroughly and uniformly incorporate by mechanical tiller, in two directions, where possible, or by hand tilling, into the top 12 inches of soil, amendments specified in soil test reports. C. Layout Stake locations and outline bed areas and secure Landscape Architect's acceptance before start of planting work. Make minor adjustments as may be necessary with Landscape Architect approval. All easements and underground utilities shall be located prior to staking and locating trees and shrub plantings. E. Planting Soil Mixture Mix specified soil amendments and fertilizers at rates specified in soil test reports. All planting shall be done in prepared soil composed of the following until soil reports are received: 45% Organic Compost 45% Composted Pine Bark 10% Sandy Loam 5-6 lbs./c.y. LESCO Landscape and Ornamental Fertilizer, 14-14-14, or approved equal. Living Earth Technology bed mix per manufacturers directions Backfill for Plant Pits 1. Fill with backfill to proper height to receive the plant, and thoroughly tamp the mixture before setting the plant. 2. Set plant in upright position in the center of the hole, and compact the back fill mixture around the rootball. 3. Thoroughly water each plant when the hole is 2/3 full. 4. After watering, tamp the soil in place until the surface of the back fill is level with the surrounding grade. Soil amendments are to be incorporated into existing site soil to a uniform depth of 12". Harmon Park Soccer Complex i��; ��i�4v�L��i, "�G�� n �t � J�' Section 02950 —14 Trees, Plants, Ground cover & Lawn ^ y� r � � �, �r��\\ r�� '\:��U '� II''�IC,15 U II (, u W r� �r,r.��M. �f� e � � ' � ' , , 1 � � , ' � � � � � A. B. C. D. E. Issue Date 10/28/99 Spread topsoil mix to a minimum depth of 6 inches in shrub and groundcover beds, tilled to 12" depth. Rake smooth. Place topsoil during dry weather and on dry unfrozen subgrade. Remove vegetable matter and foreign non-organic material from topsoil while spreading. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. Install topsoil into pits and beds intended for plant root balls, to a minimum thickness of 6 inches. 3.7 FERTILIZING Refer to soil test reports. A. Apply fertilizer in accordance with soil test results and manufacturer's instructions. . C Apply after initial raking of topsoil. Mix thoroughly into upper 2 inches of topsoil and backfill for shrubs and trees. D. Lightly water to aid the dissipation of fertilizer or per soil test result directions. E. Initial Application: Apply at rate of 18 lbs. per 1,000 sq. ft. F. Timing: Apply after soil preparation, within 2 days of grass planting. G. Second Application: 3 weeks after initial mowing. 3.8 PREPARATION OF SUBSOIL FOR HYDROSEED A. Eliminate undesirable and competitive vegetation with Round Up herbicide using label recommendations for the target pest. Do not install round up under the drip line of existing trees. B. Finish grade srnooth; free of debris and rocks. Haul off site and dispose of properly any debris that is deemed to be removed. The areas will be totally striped of any grass, weeds, debris, and leveled leaving a smooth, clean, bare surface. C. Prepare soil prior to seeding by using a filler or disc leaving a loose seed bed 2" in depth, free of clods and debris. It will be important to maintain the integrity of the fmish grade during this process. 3.9 EXCAVATION FOR TREE AND SHRUBS A. Excavation Pits Beds and trenches with vertical sides and with bottom of excavating slightly raised at center to provide proper drainage. Loosen hard subsoil in bottom of excavation. 1. Dispose of subsoil removed from planting excavations. Do not mix with planting soil or use as backfill. 2. Drainage testing: Fill excavations for trees and shrubs with water and allow to percolate out before planting. Notify Landscape Architect if water does not percolate out after 24 hours. Preliminary solution for tree pits which do not drain is to dig pit 12" extra deep for 12" lager of gravel. Drill 3' deep x 12" dia. sump at bottom, fill with gravel and cover gravel with flter fabric regarding planting detail sheet. Install vent pipes. No tree shall be planted prior to testing of pits. 3. Plant pits for container grown plants larger than 15 gallon size shall have vertical sides with widths 2 times wider than root ball width and a depth 12" deeper than the height of the root ball. � Harmon Park Soccer Complex ��,��_��>>�� c��c�� ,., � � o � �-� �, �: ' P��9 (r��^ e1 a e��„�i �_� II C�� u u <U ��vo ��G��o ��o Section 02950 -13 Trees, Plants, Ground cover & Lawn Issue Date 10/28199 "'� inches of soil. 10. Do not spray hydromulch on to the trunks of existing trees. Spray under the drip line up to the root crown at the surface. 11. Protect paving surfaces, curbs, utilities, plant materials, and other existing improvements from damage by heavy equipment. 12. Locate and stake irrigation heads, valve risers and equipment prior to beginning soil preparation work. 13. Exercise care to prevent the hydromulch slurry from being sprayed inside reservoir basins or drainage ditches and channels which may impede the free flow of rain water runoff or irrigation 14 15 16 � '"� � water. Clean paving and other surfaces of overspray and spillage of hydromulch slurry. � During work and maintenance period, maintain topsoil in place at established grades. Replace topsoil and grass losses due to erosion. Protect in place work from damage by heavy equipment. Prepare, grade, level and replant damaged areas. ""� C. Container Grown Stock - Prior to planting flood/drainage, test each tree pit. Inform landscape architect if pits do not drain within 24 hours. Set container grown stock as specified for balled burlapped stock. Remove all plant containers prior to planting; remove bottoms of wooden boxes. After partial backfilling, water and compact soil in layers of 1'-0" up to top of finish grade, add fertilizer to backftll as required. Form dish of backfill to allow for mulching. D. Mulching 1. Schedule mulching to take place immediately after planting. 2. Mulch plant beds and individual tree and shrub planting pits to a uniform depth of 1% inches. Mulch shall be kept out of the crowns of shrubs and off building, sidewalks, light standards, and other structures. Mulch elevation to match adjacent finish grade and paving surface. E. Pruning Thin out and shape trees and shrubs in accordance with standard horticultural practice: and only under direction of Landscape Architect. 1. General Pruning a. After planting, prune the branches of deciduous stock to balance the loss of roots in such a manner as to retain the natural form of the plant type. Pruning shall be done by persons experienced in this type of work. Plants shall not be significantly diminished in size. b. Trimmings shall be removed from the site. c. Paint cut surfaces over one inch in diameter. 2. Trees a. Prune trees by removing all dead wood, badly formed, interfering limbs, and suffcient other growth to insure healthy and symmetrical growth of new wood. Tree damaged during delivery and planting shall be rejected. Up to one-third of the branches may be removed. The proportion, in all cases, must be approved by the Landscape Architect. b. In the case of multiple leaders, preserve the one which will best promote the symmetry of the tree, and remove or cut back the remainder so that they will not compete with the selected leader. Cut back surrounding top branches to conform to the leader. Shrubs Prune shrubs by removing all dead wood and broken branches, thinning out canes and cutting back or removing unsymmetrical branches. Pruning shall result in a loose outline conforming to the general shape of the shrub type. Do not use hedge shears for shrubs which are to be left natural, only on formal creation of hedges. 3.12 PLANTING GROUND COVER A. Spacing Space plants as shown or scheduled. ��?��''�'^�-!'�-- [�'��r��ei(� � � � 'r?1U CrIS��: Uc� WIUIl� U I� �'� p,��-,;�'�I�� [�o , , i �;,�; p � "", � � � � Harmon Park Soccer Complex Section 02950 -16 Trees, Plants, Ground cover & Lawn � � � �J � Issue Date 10/28/99 NOTE: Contractor may submit alternates to Landscape Architect if soil conditions dictate other mixture. Authorization to substitute must be in writing. F. Watering Basins: 1. For plants within lawn areas, consriuct a temporary basin around each plant ball immediately after planting. The berm forming the basin shall be continuous and 3" above finish grade with the following diameters: ' , ' 2. ' 3.11 PLANTING � � � � �, � � � � �I I) �'� �' ' 8" for one (1) gallon containers 12" for five (5) gallon 18" for fifteen (15) gallon 24" for 24" box 30" for 30" box 36" for 36" box 48" for 48" box Construct a berm 3" above finish grade and continuous at the periphery root ball of the plant such as to keep water confined around the root ball. Basins shall have flat bottoms. A. Laying Sod 1. Moisten prepared surface immediately prior to laying sod. 2. Lay sod within 24 hours after harvesting to prevent deterioration. 3. Lay sod tight with no open joints visible, and no overlapping; stagger end joints 12 inches minimum. Do not stretch or overlap sod pieces. 4. Lay smooth. Align with adjoining grass areas. 5. Place top elevation of sod 1/2 inch below adjoining edging paving and curbs. 6. Water sodded areas immediately after installation. Saturate sod to 4 inches of soil. 7. After sod and soil have dried, roll sodded areas to ensure good bond between sod and soil and to remove minor depressions and irregularities. B. Hydroseeding of Lawn: 1. Apply seeded lawn slurry with a hydraulic seeder at a rate of 2 lbs. per 1,000 square feet in two intersecting directions. Combine with 50 Ibs. wood cellulose, fiber per 1,000 square feet, and 1 lb. tacifer per 1,000 square feet. 2. Provide Pre-Plant Weed Control as specified above. 3. Apply hydromulch in the form of a slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on the soil surface, the hydromulching shall form a blotter-like groundcover impregnated uniformly with seed and fertilizer and shall allow the absorption of moisture and rainfall to percolate to the underlying soil. 4. Prepare slurry at the site of work beginning by adding water to the tank when the engine is at half throttle. When the water level has reached the height of the agitator shaft, full recirculation shall be established; and at this time the seed shall be added. Fertilizer shall then be added, followed by mulch. The mulch shall only be added to the mixture after the seed and after the tank is at least one-third filled with water. All the mulch shall be added by the time the tank is two-thirds to three-fourths full. Commence spraying immediately when tank is full. 5. Application: Spray with a uniform visible coat by using the green color of the mulch as a guide. Apply in a sweeping motion, in a arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. 6. Time Limit: Slurry mixture which has not been applied within two hours after mixing will be rejected and shall be removed from the project at Contractor's expense. 7. Immediately following application of hydromulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials from area. S. Timing: Hydroseed Bermudagrass from May 1 to September 15. 9. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 Harmon Park Soccer Complex �� I��(G�� U��'�IC�� ection 02950 -15 Trees, Plants, Ground cover & Lawn � �^ "�,,Ur C �� p� � e��r .:uU �C� G��11 �s� �� r�s�M �r�7 Issue Date 10/28/99 shall be with 12" x 12" long nylon webbing strap with metal grommets looped around the trunk of the tree. 3. For street trees, install supports per city guidelines and standard details. 3.18 WEED AND PEST CONTROL A. Weeding: All planting areas shall be kept weed free during the duration of the Contract. The Contractor, at his option, may use herbicides but only specified types following the exact recommendations of a California Licensed Pest Control Operator and of the manufacturers. If the Contractor is in doubt as to whether a particular ornamental might be harmed by any herbicide, he will manuallv remove the weeds around the ornamental. B. Insecticides: The Contractor shall use the appropriate specified insecticides using manufacturer's recommendation during the duration of the Contract to eliminate harmful insects. Contractor shall verify that a particular insecticide is not corrosive to metal, plastic or limestone before any spraying. END OF SECTION � ii� I(GD �'�1r��1� u;I��C'v e?D ��`u ��'� °? ° �?�( �o ��G��N�9 �f��o Harmon Park Soccer Complex Section 02950 -18 Trees, Plants, Ground cover & Lawn � � , � 3.13 ' 1 , � � Issue Date 10128/99 B. Planting Dig holes large enough to allow for spreading of roots and backfll with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants with wet soils. MULCH AND TOP DRESSING A. Install mulch under all trees and shrubs to a depth of 1'/z inches. B. Install top dressing over all ground cover areas and between shrubs. Cover shall be continuous to a depth of 1 inch. 3.14 WATERING 3.15 A. B. C. Water plants immediately after planting. Do not allow plants to dry out before or while being planted. Keep exposed roots wet with wet sawdust, peat moss or burlap at all times during planting operations. Once the plants are established, the frequency of watering can be reduced while increasing the duration for each watering. Apply water to planted areas and plants during planting operations and thereafter until acceptance of work. D. Water plants which cannot be watered efficiently with existing system with a hose. E. Immediately after planting, apply water to each tree, shrub and vine by means of a hose in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. F. Following the planting of ground cover, each plant shall be immediately and thoroughly watered by means of a hose with a slow stream of running water. G. Apply water in sufficient quantities and as often as seasonal conditions require to keep the ground wet, but not soaking, at all times, well below the root systems of the plants and grass. STEEL EDGING Install steel edging where shown. Anchor with steel stakes spaced not more than 3' o.c., and driven at least 1" below top elevation of edging. Top of edging to be level with the adjacent fnish grade. 3.16 ACCESSORIES Wrap deciduous shade and flowering tree trunks. Wrap tree trunks of 2" caliper and larger. Start at ground and , cover trunk to height of first branches and securely attach. Inspect tree trunks for injury, improper pruning and insect infestation and take corrective measures before wrapping. The wrapping shall be securely tied at the top and bottom and at 18 in maximum intervals with twine. � � � � 3.17 PLANT SUPPORT A. Staking and Guying 1. Guying and staking operation shall be completed as shown on the drawing details immediately after planting. 2. Stakes and guys shall be removed by and become the property of the Contractor at the end of the warranty period. Guy and stake all trees. Three guys shall be spaced equally about the tree. Each guy shall consist of two strands of 12 gauge galvanized wire attached to the tree trunk at an angle of about 45 degrees at approximately 2/5 of the tree height and anchored to the ground with stakes which have been driven into the ground so that the top of the stake is level with finish grades; all guys shall be facing the same direction in patterns determined by landscape architect in the field and notched to accornmodate the guy wires. Attachment to the tree trunk _.. .____.__..�._� � Harmon Park Soccer Complex -� ;:,,. Section 02950 -17 Trees, Piants, Ground cover & Lawn , � �., �, �,:, ��c o �D �,� �� T. �c r,., e�� e oti� - � :�� , c�� G,�`�V Issue Date 10128199 I: 2. Fasten fabric to top strand of welded wire mesh (W.W.M.) by hog rings or cord at a maximum spacing of 15". 3. Attach the W.W.M. and fabric on end posts using 4 evenly spaced staples for wooden posts for 4 T-clips or sewn vertical pockets for steel posts. 4. Place 4" to 6" of fabric against the trench side and approximately 2" across trench bottom in upstream direction. Minimum trench size shall be 5" square. Backfill and hand tamp. 5. Galv. W.W.M. (12.5 Ga. min.) maximum opening size shall be 2" x 4". 6. Connect the ends of successive reinforcement sheets or rails a minimum of 6 times with hog rings. Baled Hay Usage 1. 2. 3. 4. 5. 6. 7. Hay bales shall be a minimum of 30" in length and weigh a minimum of 50 lbs. Hay bales shall be bound by either wire or nylon or polypropylene string. The bales shall be composed entirely of vegetative matter. Hay bales shall be embedded in the soil a minimum of 4" and where possible the height of the bale. Hay bales shall be placed in a row with ends tightly abutting the adjacent bales. The bales shall be placed with bindings parallel to the ground. Hay bales shall be securely anchored in place with 3/4" Dia. x 36" rebar or 2" x 2" x 36" wood stakes, driven through the bales. The first stake shall be angled towards the previously laid bale to force the bales together. Hay shall be 100% sterile (3N) coastal bermuda containing no visible amount of King Ranch, Bluestem, Vasey grass, Bahia grass, Johnson grass or other noxion weeds. The guidelines shown hereon are suggestions only and may be modified by the Engineer. END OF SECTION ' ��Gac�� ° v�� a�� vG��' f��o �i`JG�:�N�9 �� . Harmon Park Soccer Complex Section 02960-2 Erosion Control � � � � � ' � ' A. Temporary Sediment Control Fence B. Baled Hay � 1.03 GUIDELINES A. 1 � ' � � � ' � 1.4 1 � Temporary Sediment Control Fence A sediment control fence will be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff, as required. A two (2) year storm frequency may be used to calculate the flow rate to be filtered. See sheet 6R-1. Sediment control fence shall be sized to filter a maximum flow through rate of 100/FT2. Sediment control fence is not recommended to control erosion from a drainage area larger than 2 acres. ;� Baled Hay Usage A Baled Hay installation shall be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff. A two (2) year storm frequency may be used to calculate the flow rate to be iiltered. The installation should be sized to filter a maximum flow through rate of 5 CPU/FTZ of cross sectional area. Baled hay shall be used at the following locations: a. Where the runoff approaching the baled hay flows over disturbed soil for less than 100'. If the slope of the disturbed soil exceeds 10% the length of slope upstream the baled hay should be less than 50'. b. Where the installation will be required for less than 3 months. c. Where the contributing drainage area is less than acre. For Baled Hay installation in small ditches, the additional following consideration applies: a. The ditch sideslopes shall be graded as flat as possible to maximize the drainage flow rate through the hay. b. The ditch shall be graded large enough to contain the over tapping drainage when sediment has filled to the top of the baled hay. Bales should be replaced usually every two (2) months or more often during wet weather when loss of structural integrity is accelerated. INSTALLATION A. Temporary Sediment Control Fence 1. Four foot (4') minimum, steel or wood posts space at six feet (6') to eight feet (8'). Softwood posts shall be 3" minimum diameter, or nominal 2"x4". Hardwood posts shall have a minimum cross-section of 1.5" x 1.5". � Harmon Park Soccer Complex Section 02960-1 1.01 RELATED SECTIONS Issue Date 10128199 SECTION 02960 EROSION CONTROL A. Section 02100 - Site Preparation B. Section 02115 - Clearing C. Section 02200 - Earthwork D. Section 02950 - Landscape E. Section 02930 - Sod & Plugging 1.02 PRODUCTS I`�I�" ° ° �0�° °`)��D Erosion Control ':: ' �'u c��';: �� ° �i� ��o �' �'�bo ��. issue Date 10/28/99 "� vigorous and healthy growth of all landscape materials under this contract. Maintenance shall begin the first summer following the installation of all seeded areas. C. The Landscape Contractor shall be responsible for the use of all materials, labor and equipment. Injury to plant material caused by such material, labor and equipment shall be corrected and repaired by the Landscape Contractor at his/her expense. This includes both reseeding areas damaged by tractor treads when mowing is conducted at an inappropriate time, as determined by the Owner or his/her agent, and replacement of any plants, hardscape, or other amenities on the site when damaged by the Contractor's equipment, materials or agent(s). 2.02 WATERING A. The irrigation system installed on the site shall be used by the Landscape Contractor for the watering program. Failure of the irrigation system does not eliminate the Landscape Contractor's responsibility from maintaining the desired level of moisture necessary to maintain vigorous, healthy growth. The Landscape Contractor shall submit a schedule of the watering program for approval and adjust the approved schedule to fit requirements necessitated by changes in weather conditions and climatic factors. B. The surface layer of soil must be kept damp by frequent light watering with a iine spray during the germination period after seeding or vegetative planting and until young plants are rooted firmly. Water should be applied to new seedings and vegetative planting in a fine spray that will not wash soil away from the base of young plants. Water lightly twice a day during root establishment, then water heavily once a week. Grasses shall receive 1" of water per week. 2.03 WEEDING A. All lawn areas shall be kept free from weeds and undesirable grasses by herbicides and/or manual labor. B. Contractor shall use a motorized trimming device with a blade attachment to trim unwanted vines, shrubs, trees and annual rank weeds in areas inaccessible to the large mowers, as determined by the Owner or his/her agent. Contractor shall restrict such activity to areas no closer than twenty feet (20') to areas planted deliberately with trees, shrubs, vines, and ornamental herbaceous materials. This treatment shall be performed under all trees where an open, parklike aspect is designated by the Landscape Plan. Contractor shall be responsible for replacement and establishment of desirable plants damaged by these activities, when Contractor's activities come close than twenty feet (20') to areas deliberately planted, at no additional cost to Owner. C. Contractor shall include a careful limbing-up of all trees in the parklike areas, directed by the Owner or his/her agent. This shall done to retain the tree's natural shaping, yet allow the tractor and operator to pass safely underneath during mowing events. During such events, the tractor shall pass not closer than eighteen inches (18") to the trunks of trees or other desirable plants. This includes hardscaping and natural features of the park. Limbing-up shall be repeated at 3-5 year intervals, as determined necessary by Owner or his/her agent. Contractor is responsible for the replacement and establishment of any aforementioned materials when the tractor passes closer than eighten inches (18") and causes damages, at no additional expense to Owner. D. Contractor shall use the mowing events to control invasive trees, shrubs, vines, and noxious weeds by rnowing designated habitat, as designated by Owner or his/her agent. Rare, unusual, or otherwise desirable plants to be skipped individually shall be prominently tagged by Owner, as to be visible from the top of the mowing tractor. Contractor is responisble for replacement and establishment of any plants damaged after being prominently tagged, as caused by Contractor's activities, materials or equipment, at no additional cost to Owner. � � � 7 �r � � "� J �� iI5 ��i�,'',,� `�, �G�� °'�D , Harmon Park Soccer Complex Section 02970 - 2 c- u u ��, UG-�� :��. J�'� nc scape Maintenance ,� ,. q � i� �� jo'� e)�� ;;Cu U ��:,Ul �U r,r, ennn_ r_.nnn OI?M � � L_' � �� 'LJ � � ' PART 1 - GENERAL CONDITIONS 1.01 REQUIREMENTS SECTION 02970 LANDSCAPE MAINTENACE Issue Date 10/28199 Landscape Contractor shall provide all items, articles, operations, or methods listed, mentioned, or scheduled on the drawings, specified herein, or both, including all labor, materials, equipment and incidentals necessary or required for their installation and completion. This includes abiding by time schedules within the limits specified. 1.02 SCOPE All work covered herein consists of furnishing labor, equipment, and fertilizer necessary to maintain newly established areas in a vigorous, healthy state through warranty period. The seeding contractor will provide a separate plan of activity. 1.03 WORK NOT INCLUDED IN THIS SECTION A. Additionallandscaping B. Plant or seed installation C. Irrigation D. Losses due to vandalism, acts of God and reasons beyond the control of the Landscape Contractor. 1.04 INSURANCE Contractor shall provide at his own expense to the Owner evidence of adequate Workman's Compensation, General Liability and Property Damage Liability, subject to approval of the Owner. 1.05 CLEAN UP � All debris, tools, surplus materials, equipment, etc. shall be removed after each regular visit from the contractor crew. The site shall be left in a neat, acceptable condition such as to meet the approval of the Owner. This includes removal of all woody debris from those areas schedule to be mowed. � Contractor assumes all liability for damages to equipment caused by thorns, branches or other materials left behind after incidents of contractor activity where removal is required. LJ � � PART 2- SOD / PLUG MAINTENANCE 2.01 GENERAL A. The objective is to provide the most optimal conditions (under strong safety considerations) for the establishment and continued succession of an initial grassland plant community towards a climax blackland prairie plant community reflective of conditions found on the site prior to the arrival of European human beings. B. Maintenance shall consist of watering, weeding, mowing, fertilizing, liming, disease and insect � pest control, pruning, serating, protective spraying, replacement of unacceptable materials, and any other procedures consistent with, good horticultural practice necessary to insure normal, n :��,: � � " i 'i "u � � 1�(�; �? , � ..��,��.'._ � � ��L Harmon Park Soccer Complex 'I �-Tr lrri, r� c�n`,; ;Siecti� 02970 -1 �, ��l u r �:; l�L �a�i��= �u ��t �,ti�;;;.��i:;'i�M I�i�;�- Landscape Maintenance Issue Date 10128/99 '"� Refer to Section 2.02, Paragraph A � Watering shall be done after a moisture check has been made of representative plants. Surface dryness "''I will not be the criterion for determining water need. Newly installed plants shall be watered 2(two) to 4(four) times weekly, depending on type of plant and its water requirement or as directed. Enough water shall be applied to penetrate below the root zone. Refer to landscape irrigation for automatic irrigation system application. � A. Trees shall be hand watered to fill the saucer until good root establishment occurs. B. Shrubs shall be automatically watered. 3.03 PRLJNING All pruning and thinning of plants shall be done in order to retain each plant's natural shape. Unless otherwise specified, non-selective pruning shall not take place to create a hedge. Selective pruning f shall take precedence over all other pruning procedures. Pruning shall be limited to the minimum ,�„� necessary to remove injured twigs and branches, and to compensate for the loss of roots during planting, but never to exceed 1/2 (one-hal fl of the branching structure. Cuts over 3/4" in diameter shall � be cut back to sound tissue, smoothed and shaped so as not to hold water. All plant material interfering with passageways and parking areas shall be pruned when necessary. Any large branches that necessitate removal shall be pruned back to 1/2 inch (1/2") to one inch (1") within the trunk. � 3.04 FERTILIZER Plant material will be fertilized in spring and summer months with a balanced tree and shrub commercial fertilizer. Commercial fertilizers shall conform to all applicable state fertilizer laws, shall :..� be delivered in original and unopened containers, each bearing the manufacturer's guaranteed analysis and shall be uniform in composition, dry and free flowing. Any fertilizer which becomes caked or ,� otherwise damaged making it unsuitable for use will not be acceptable. 3.05 PESTICIDE When absolutely required EPA approved pesticides shall be applied by a state licensed operator. Plant materials showing signs of infestation shall be correctly diagnosed and treated accordingly. Dormant oil spray shall be sprayed during the dormant season to prevent hatching of insect eggs. PART 4 - GROiJND COVERS 4.01 GENERAL Maintenance shall begin immediately after ground cover has been installed and shall continue for a period of thirty (30) days from the date of provisional acceptance. Ground cover bed area shall be left uniform and neat after each visit from the maintenance crews. � � 4.02 WATERING � ' � fi FII'I$f (G �?� (��'�j�II�('lll`l��l v� � ��,�1��.� It'_�L��.uJ�✓ Refer to Section 2.02, Paragraph A i� O� �'rR�? ��f2�,a�%�� 0 U C�LS lS U� 4.03 WEEDING ��, �Ulr;�� i',�, A Clean out existing weeds using selective systemic herbicides. Hand remove if necessary. 4.04 MOWING AND EDGING r� � Harmon Park Soccer Complex Section 02970 - 4 Landscape Maintenance � � � � � Issue Date 10/28199 2.04 MOWING Sodded Areas: � Mow all grass areas at regular intervals necessary to keep grass height from exceeding 2 1/2" (two and ,�,, one-half inches) unless otherwise directed. At no time shall more than 1/2 (one-hal fl of the grass leaf � surface be removed. Mowing shall not occur when soil is too soft to walk on. Remove all grass clippings during or immediately after mowing. ' � Plug and Seeded Areas: A. During the first summer after commencement of installation of warm-season seeds in the spring, Contractor shall mow no less than two (2) times. The first shall be conducted during the first two (2) weeks of June, but no less than 6 weeks after the general germination of the installed seeds, as determined by the Owner or his/her agent. The second shall be conducted in the first two (2) weeks of September, prior to the installation of cool-season seeds. Mowings shall be conducted no less than four (4) days after the last rainfall event. In no case shall mowing be conducted at any time tractor treads leave moist prints in the soil, or tear the surface of the soil on a turn. The Owner or his/her agent shall approve any mowings outside the specified time and any additional mowings, as required by the growth of noxious weeds interfering with the establishment of the desired plants. B. Mowings shall be conducted with a large, farm-style tractor with a rotary-style mower. They shall be not less than eight inches (8") above ground surface. � C. During the first winter, between the dates of December 1 st and February 14th, Contractor shall mow all prairie areas. The only exceptions shall be areas not mowed to provide wildlife habitat, as determined and delineated by the Owner or his/her agent. Mowing shall occur once during this � period, and only under conditions when the tractor treads do not leave a moist print in the soil, or tear the surface of the soild during a turn. 2.06 FERTILIZER Refer to Section regarding installation. �� ' L' � � 2.07 PESTICIDE A. B. Chemical controls shall be applied as needed by a licensed operator using EPA approved materials under the direction of a Certified Pest Control Operator. Grub worm control will be applied at the proper time to reduce white grub infestation. PART 3- TREES AND SHRUBS K�11tii�1�1�:7:�i1 Maintenance shall begin immediately after each tree and shrub has been installed and shall continue for a period of thirty (30) days from the date of provisional acceptance. All plants shall bear the same relationship to the finished grade of the surrounding soil which they previously bore to the grade of soil from which they were dug. . 3.02 WATERING Harmon Park Soccer Complex '�)�U�'�;��f� �'�'C'��1@ '� � V' c"�'r� � ' �?�i� 'l ��n � r�2 �N �� Section 0297� - 3��'° �=�'� � y�'��7o Landscape Maintenance � � , LJ Issue Date 10128/99 Ground cover shall be mowed to a height of 4" in early spring and edged as necessary to contain the plant within the planting bed areas. All clippings shall be removed during or immediately after mowing. 4.05 FERTILIZER Pre-emergent fertilizer shall be applied at 4(four) to 6(six) month intervals in accordance with fertilizer label registration recommendations until all bare soil is covered with ground cover. Thereafter, all ground cover shall be fertilized in early and later spring. 4.06 PESTICIDE EPA approved, organic pesticides which attack specific problems shall be attempted first. Only when absolutely required, EPA approved pesticides shall be applied by a state licensed operator. Plant materials showing signs of infestation shall be correctly diagnosed and treated accordingly. � � PART 5 - IRRIGATION 5.01 GENERAL Damage to irrigation system resulting from Landscape Contractor's operations shall be repaired without charge. Irrigation failure due to parts wearing out, vandalism, accidents caused by others, etc., will be reported to Owner and remedied after approval of payment by Owner. The irrigation system shall be tested by the Landscape Contractor before beginning of the growing season whereby Owner will be advised system is in working order as well as problems that need correction. 5.02 SPRINKLER CHECK Certified irrigation specialist shall check all lines and coverage as well as clock systems on a monthly basis or as presented in contract. Landscape Contractor is responsible for all damage done to system by working crews. Repair work is not considered part of the system check. END OF SECTION � � � � � � u��BC��d ��C��GQ@ C��V e�'l5'G�s � e 1� U Ua VUG�1�UUp ��W� ' Harmon Park Soccer Complex Section 02970 - 5 Landscape Maintenance Issue Date 10128f99 DNISION 3 - CONC�TE � � � � � � � � � � � r � � � � �;�7�i�l��i��=�/�� C��?� ��[�� ' ��G��G?� ° ��( f�i�o ��;��''��o ��. 0;��5�0� r,,, o;�ision Harmon Park Soccer Complex � Issue Date 10128199 "� 2.04 RELATED MATERIAL I.� 1:3 C � 2.05 CONCRETE MIX DESIGN AND CONTROL A. Mix Design: The concrete shall contain not less than five sacks of cement per cubic yard. Total water shall not exceed seven gallons per sack of cement. The mix shall be uniform and workable. The amount of course aggregate (dry-loose volume) shall not be more than 85 percent per cubic yard of concrete. �;� C. Expansion Joint Filler: Expansion joint material shall be one inch clear heart redwood with cap or 3/4 inch pre-molded fiber to the thickness of the concrete paved cross section as shown on the plans Dowels: Dowels for expansion joints shall be number four smooth round steel bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen inches on center or as shown on Plans. Curing Compound: The membranous curing compound shall comply with the requirements of A.S.T.M., Designation C-309, Type 2, white pigmented. PVC Sleeves: The Contractor shall furnish and install four inch class 200 PVC pipe sleeves under concrete walk as shown on plans and details. The net amount of water will be the amount added at the mixer plus the free water in the aggregate or minus the amount of water needed to compensate for absorption by the aggregates. Free water or absorption determinations will be based on the condition of the aggregates at the time used. The absorption test will be based on a thirty minute absorption period. No water allowance will be made for evaporation after batching. Slump: When gauged by the standard slump test, the settlement of the concrete shall not be less than 3 inches nor more than 5 inches, unless otherwise indicated. Quality: The concrete shall be designed for a minimum compressive sh-ength of 3,000 pounds per square inch at the age of twenty-eight days using a 5 sack mix. D. Control-Submittal: Within a period of not less than ten days prior to the start of concrete operations, the Contractor shall submit to the Engineer a design of the concrete mix proposed to be used together with samples of all materials to be incorporated into the mix and a full description of the source of supply of each material component. The design of the concrete mix shall conform with the provisions and limitation requirements of these specifications. All material samples submitted to the Engineer shall be sufficiently large to permit laboratory batching for the construction of test beams to check the adequacy of the design. When the design mix has been approved by the Engineer, there shall be no change or deviation from the proportions thereof or sources of supply except as hereinafter provided. No concrete mav be nlaced on the iob site until the mix desien has been annroved bv the EnQineer in writin� to the Contractor. PART 3 - EXECUTION 3.01 REINFORCING Metal reinforcing shall be accurately placed in accordance with the Plans and shall be adequately secured in position by concrete, metal, or plastic chairs and spacers. Bar splices shall overlap at least twelve inches. The re-bars shall be bent cold. � Harmon Park Soccer Complex � � � "'� �i � � � '^� Section03300-2 ';�'!�;-I�''��I,�:�1, �r:(;�L�'JL�? s �ln-Place-Concrete �' =r��'di 1��'�1 '��t1U.�\II � .; �� u � � �. �i )�'llllfle �lylN. � � L � Issue Date 10/28/99 SECTION 03300 CAST-IN-PLACE CONCRETE LJ l� PART 1 - GENERAL 1.01 SCOPE OF WORK A. Concrete Sidewalk B. Concrete Handicap Ramps C. Picnic Table Slabs D. Playground Edging E. Concrete Walls and Footings 1.02 QUALITY ASSURANCE Reference Specifications: The work under this division of the Specifications shall conform generally to the requirements of Item 314 -"Concrete Pavement", Item 406 -"Concrete for Structures", and Item 410 —"Concrete Structures" of the City of Fort Worth's Standard Snecifications for Street and Storm Drain Construction. PART 2 - MATERIALS 2.01 FORMS � Forms shall be of ample strength, adequately braced, joined neatly and tightly and set exactly to established line and grade. � 2.02 REINFORCING MATERIALS Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the requirements of the current standard Specifications for Intermediate Grade Billet Steel Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the time the concrete is placed shall be free from rust, scale or other coatings that will destroy or reduce the bond. General reinforcing bars shall be number three bars spaced 18 inches on center in walks and 12 inches in slabs as shown on Plans. 2.03 CONCRETE MATERIALS A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications Designation G 150 and shall be Type 1. � � i '.� � B. Aggregates: Concrete aggregates shall consist of gravel or crushed stone and shall be free from any excess amount of salt, alkali, vegetative matter or other objectionable materials. The aggregate shall be well graded from fine to course and the maximum size shall be one inch . Fine aggregate shall consist of sand. C. Water: Water used in mixing concrete shall be clean and free from deleterious amounts of acids, alkalies, vegetative matter ar organic material. The concrete shall be mixed in an approved batch mixer. The mixing time shall not be less than one minute after all the batch materials are in the mixer. Cement content shall be not less than five sacks per cubic yard of concrete and shall have a minimum 28 day compressive strength of 3,000 psi. D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as specified above. Sufficient transit mix equipment shall be assigned exclusively to the project as required for continuous pours at regular intervals without stopping or interrupting. Concrete shall not be placed on the job after a period of 1 1/2 hours after the cement has been placed in the mixer. Harmon Park Soccer Complex Section 03300 —1 ��.Cast Ir�P��e-f'oncrete � � � _ ��:�I�i�l` ;��i � �l � -, - r �� + �,^��.�.wrr��U�� ,ilf Issue Date 10128/99 application of the curing compound. The curing compound shall be applied under pressure by means of a spray nozzle at a rate not to exceed 200 square feet per gallon. A minimum of 72 hours curing time will be required. 3.06 CONCRETE WALLS A. Placing Concrete 1. Where tremies are used, or where the free drop is 5'-O" or more, and through reinforcement, use a dumping box or board, moving the concrete therefrom by shovels or hoes. 2. Deposit concrete so that the surface is kept level throughout, a minimum being permitted to flow from one position to another, and place as rapidly as practicable after mixing. 3. Do not use in this Work any concrete not placed within 30 minutes after leaving the mixer. 4. Thoroughly work concrete around reinforcement and embedded fxtures, and into corners of forms, during placing operations. 5. Completely compact with tamping poles and by tapping forms until the concrete is thoroughly compact and without voids. Determine the number of tampers needed by the amount and method of placing concrete. 6. Exercise care to tamp concrete vigorously and thoroughly to obtain maximum density. 7. Use manual tampers as well as mechanical vibrators. a. Exercise care to direct the quick handling of vibrators from one position to another. b. Do not over-vibrate concrete. c. Do not move concrete by use of vibrator. B. Finishing 1. All formed surfaces exposed to view shall have a smooth form finish. 2. After concrete has been properly placed and cured, sandblast finish if indicated on the plans and per specification Section 03350. 3.07 PROTECTION After concrete is placed, finished and cured as required, permit no traffic thereon for three days thereafter and further protect the surface from damage due to other causes. END OF SECTION Harmon Park Soccer Complex � u�Go�G�� '� ��ti' ��';; °��G?1� �a UV�JU;I�UU9 ��o Section 03300 — 4 Cast-In-PI ace-Concrete � � � � 3.02 JOINTS Issue Date 10128199 A. Expansion Joints: Expansion joint materials shall be installed perpendicular to the surface. The bottom edge of the material shall extend to or slightly below the bottom edge of the slab and the top edge shall be held approximately 1/2 inch below the surface of the slab. The edge of joints shall be tooled with an edging tool having a 1/2 inch radius. � A� � �.., W ' � � � � r B. Contraction Joints: Contraction joints shall be 1/4 inch wide by 3/4 inch deep, tooled joints placed on six foot centers, unless otherwise indicated. Contraction joints will not be required to be sealed. Sawed joints may be allowed only if specifically approved by the Engineer. Joints will be sawed as soon as sawing can be performed without stripping aggregate from the concrete, generally within twelve to twenty-four hours after placement, and they shall be completed before uncontrolled cracking of the pavement takes place. C. Construction Joints: Construction joints shall be installed in all concrete work at the locations shown on the Plans. Construction joints formed at the close of each day's work shall be located at any of the control joints designated on the Plans. Joints may be constructed by use of wood or preformed metal bulkheads set true to the section of the finished concrete and cleaned and oiled. Surplus concrete on the subgrade shall be removed before resuming concreting operations. 3.03 PLACING CONCRETE Placement of Concrete: The concrete shall be rapidly deposited on the subgrade immediately after mixing is completed. Subgrade and forms shall be dampened prior to placement of the concrete. The concrete shall be transported, placed and spread in such a manner as to prevent segregation of the aggregate or an excess amount of water and fine materials to be brought to the surface. No concrete shall be placed when the air temperature is less than forty degrees Fahrenheit nor when the temperature of the concrete is eighty-five degrees Fahrenheit or higher, without approval of Construction Inspector. Placement shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the space between the bars. No concrete that has partially hardened or that has been contaminated by foreign material shall be deposited in the work nor shall retempered concrete be used. Each section of pavement between expansion and construction joints shall be placed monolithically. � All concrete shall be thoroughly compacted by suitable means during the operation of placing and shall be thoroughly worked around reinforcement and embedded �xtures and into the corners of the forms. Special care shall be taken to prevent voids and honeycombing. The concrete shall then be struck off � and bull-floated to the grade shown on the Plans before bleed water has an opportunity to collect on the surface. � 1�1 3.04 FINISHING All concrete shall be finished by experienced, qualified concrete finishers. All concrete shall have a neat, rounded edge. Edging and jointing (radius described on Plans) shall be accomplished with care so as not to leave deep impressions in the concrete surface adjacent to edges and joints. After the concrete has been floated and has set sufficiently to support the weight of cement finishers, a smooth steel trowel will be used to produce hard surface. The entire surface will then be brushed with a stiff bristle broom to produce a uniform textured finish. All edges and sides of concrete exposed to view shall be free of warp and blemishes with a uniform texture and smoothness as described in Plans. 3.05 CURING ""� Curing Compound: Immediately after the finishing operations, the concrete shall be completely covered � with a curing compound. The concrete surface shall be kept moisi_bet�ee;�iuis�� operations and the � � . r�, � Harmon Park Soccer Complex Section 03300 — 3 °` ':7ir''j'�, ��.;'i, Gr,�� t- �-Place-Concrete � ',; °l�'u C"l�!� G�1711W L ^jrr u `��I. 1�I�rl',J�� '��Inl. II �/�l. Issue Date 10/28/99 '� 1.03 SUBMITTALS: �� A. Submit samples and detailed technical data of products proposed for use for Landscape Architect's approval. B. Submit certification that materials meet specification requirements. 1.04 REFERENCES: A. American Society for Testing and Materials (ASTM) Standard Specifications: 1. C 171: Sheet Materials for Curing Concrete. 2. C309: Liquid Membrane-Forming Compounds for Curing Concrete. 1.05 DELIVERY AND STORAGE: Deliver materials in original sealed containers with seal and labels intact. Store in cool, dry place. Use materials out of original containers only. PART2-PRODUCTS 2.01 MATERIALS: A. Curing Compound: ASTM C0309, Type 1: Gifford-Hill and Co. "Sealco 800" or equal conforming to ASTM C309, Type I. Curing compound shall be designed so as to wear off, or be easily removed by seeping at 28 days. B. Curing Paper: Sisalkraft "Orange Label", "Seekure 896", American Sisalkraft Co., Division of St. Regis Paper Co., or equal conforming to ASTM C171, Type I or II. ' •�' ��l�y�[�]�i 3.1 CURING: A. Protect concrete surfaces against frost and rapid drying. Keep moist for 7 days after placing. At Contractor's option, either curing paper or curing compound method may be used, except: 1. Use only curing paper method on surfaces to receive additional toppings or setting beds. B. Curing Compound Method: Begin curing concrete as soon as concrete surfaces begin to take initial set after finishing according to manufacturer's instructions and at rates specified by manufacture. Spray compound on surfaces using two coats, applying second at right angle to first. Restrict traffic on surfaces during curing to prevent "tracking off' of protective flm. Inspect treated surfaces daily for 7 days for evidence of drying out. If premature loss of moisture occurs, re-wet surfaces and apply a new application of curmg compound. END OF SECTION Harmon Park Soccer Complex ��,��u�� G'�C��°@ � �ti � �� G�� U r;� ry�� r.,7�'�� 7(�Ri , �, � � _ .. ... _ _. _ _.;� �C�'�n Section 03350 - 2 0 Concrete Finishes � � ' � � ,�J � ' � .� � � � � PART1-GENERAL 1.01 DESCRIPTION: SECTION 03350 CONCRETE FINISHES Issue Date 10128/99 Provide specified finishes on cast-in-place concrete work as scheduled and specified. 1.02 RELATED WORK SPECIFIED ELSEWHERE: A. Section 03300 - Cast-In-Place Concrete B. Section 03370 - Concrete Curing - Sealing 1.03 PROTECTION; Protect exposed concrete finished from damage and soiling by other trades. Mask with polyethylene film as required. PART 2 - PRODUCTS 2.01 MATERIALS A. Chemical Retarder: Refer to Section 03100 - Concrete Formwork. B. Curing compounds shall be used as required by Section 03370 - Concrete Curing. Only compounds which will not stain or cause imperfections on the finished concrete shall be used. Submit technical data to the Architect and Engineer for approval. PART 3 - EXECUTION 3.01 SCHEDULE OF FINISHES: A. General: As soon as forms are removed, remove undesired fins and other projections. B. Sandblast Finish 1. 2. 3. 4. 5. 6. 3.02 CLEAN UP: Provide at all sidewalks, as shown on the drawings. Prior to final set of concrete, tool surface to provide for a smooth, even surface to sandblast. After concrete has set, protect stall divider lines with heavy tape and the provide light sandblast for uniform texture. Contractor shall protect all areas not to be treated by sandblast finish. Any areas damaged by the sandblast operation, and not scheduled to receive above said treatment, shall be prepared by the contractor at his own expense. After sandblast operations are complete provide sawcuts as shown on drawings. Lcontractor to p[rovide sample panel (5' x 5') of sandblast finish for approval by Owner/Architect. Contractor will obtain any required permits, at his own expense, for above said work. Remove trash, debris and excess material from the site on a regular basis and as directed by the Owner. ' END OF SECTION PART 1 - GENERAL 1.01 DESCRIPTION: r Provide curing of cast-in-place concrete flatwork. 1.03 RELATED WORK SPECIFIED ELSEWHERE: � � Section 03300 - Cast-In-Place Concrete. � Harmon Park Soccer Complex Section 03350 -1 �-�an� -- �: � �r. i, �il�-�� [�'� �'��al �I Il �� I _, i ��l �� ' ��/'a L� '� IS �' V� LYi �'�: U� �1! ��'� e1lS IVn1 `��U �;'�, �?�� ii '�!��Up � ��:� Concrete Finishes � � � ' , � , l � 1 1 1 1 t � 1 D � Issue Date 10i28199 DIVISION 7- THERMAL AND MOISTURE PR�TECTION �� G�G�� G�@ �; �� :�G?[�G?l� 0 Uo VL'�✓'!�`�lIJ4 ULh7No Harmon Park Soccer Gomplex Division Division Issue Date 10128199 F. Tremco, Inc. 2.7 MATERIALS A. Joint Sealants: 1. Type 1: a. ASTM C 920, Type M, Grade P, Class 25, Uses T, M, A, and O; multi component polyurethane, self leveling. b. Movement capability: Plus or minus 25 percent. c. Color: To be selected. 2. Type 2: a. ASTM C 920, Type M, Grade NS, Class 25, Uses T, M, A, and O; Multi component polyurethane. b. Shore A hardness: Between 45 and 50. c. Movement capability: Plus or minus 25 percent. d. Color: To be selected. 3. Type 3: a. ASTM C 920, Type S, Grade NS, Class 25, Uses NT, M, A, and O; single component polyurethane, non sag. b. Movement capability: Plus or minus 25 percent. c. Color: To be selected. 2.8 ACCESSORIES A. Primers, Bondbreakers, and Solvents: As recommended by sealant manufacturer. B. Joint Backing: 1. ASTM D 1565, closed cell polyurethane foam, preformed round joint filler, non absorbing, non staining, resilient, compatible with sealant and primer, recommended by sealant manufacturer for each sealant type. 2. Size: Minimum 1.25 times joint width. 2.9 MIXES A. Mix in accordance with manufacturer's instructions. B. Mix multiple component sealants by mechanical mixer; avoid air entrainment and overheating occurring during mixing. C. Continue mixing until color is completely uniform, without streaks. PART 3 - EXECUTION 3.10 PREPARATION A. Remove loose and foreign matter which could impair adhesion. If surface has been subject to chemical contamination, contact sealant manufacturer for recommendation. B. Clean and prime joints in accordance with manufacturers instructions. , c_ r, ,- �, r �^. r�r C. Protect adjacent surfaces from damage. °�"!r,�';''"-�' "°'''; I`��^��JU1� �� , �....u�, :� �:uu� ,: � c�,r,r ^n �n , ,p ,�� -,�i.�.r �C�Ii� "��71�5''�;��; � ..' U C�u�� :5',�.�'.�,�. � Harmon Park Soccer Complex Section 07900 - 2 `� � �p ;� i'i`:�;,; ioint Sealants 'I, `c:. G�CG:�G�o � � � Issue Date 10/28/99 SECTION 07900 JOINT SEALANTS ' � ,� � � a � r ,.�, � � , � � � � PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Joint backup materials. 2. Sealants. B. Related Sections: 1. Division 1: Administrative, procedural, and temporary requirements. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. C 920 - Elastomeric Joint Sealants. 2. D 1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open-Cell Foam). B. Sealant, Waterproofing and Restoration Institute (SWRI) - Sealant and Caulking Guide Specif cation. 1.3 SUBMITTALS A. Product Data: Sealants, primers, backup, bond breakers, and accessories proposed for use. B. Samples: 1. Sealant samples showing available colors. 2. 6 inch long joint backup material samples. 1.4 QUALITY ASSURANCE A. Perform work in accordance with SWRI requirements far materials and installation. 1.5 PROJECT CONDITIONS A. Do not apply sealants at temperatures below 40 degrees F unless approved by sealant manufacturer. PART2-PRODUCTS 2.6 MANUFACTURERS A. Mameco International, Inc. B. Pecora Corp. .. � .,� , � �,. _ C. Products Research and Chemical Corp. ';;�� i�_� ��J�fGIiJ ��L D. Sika Corp. ;��r0 �` ��'VG�� ° �"� � f,."��f�o ��o � i, � �., � E. Sonneborn Building Products. Harmon Park Soccer Complex Section 07900 -1 Joint Sealants Issue Date 10/28199 D. Sealant Dimensions: 1. Minimum joint size: 1/4 x 1/4 inch. 2. Joints 1/4 to 1/2 inch wide: Depth equal to width. 3. Joints over 1/2 inch wide: Depth equal to 1/2 width. 3.11 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Install joint backing to maintain required sealant dimensions. Compress backing approximately 25 percent without puncturing skin. Do not twist or stretch. C. Use bondbreaker tape where joint backing is not installed. D. Fill joints full without air pockets, embedded materials, ridges, and sags. E. Tool sealant to smooth profile. F. Apply sealant within recommended temperature range. Consult manufacturer when sealant cannot be applied within these temperature ranges. 3.12 CLEANING A. Remove masking tape and protective coatings after sealant has cured. B. Clean adjacent soiled surfaces. 3.13 SEALANT SCHEDULE JOINT LOCATION OR TYPE Horizontal joints subject to pedestrian traffic Slopes less than 1/4 inch per foot Slopes of 1/4 inch per foot or more Other joints SEALANT TYPE 1 2 3 END OF SECTION ��`;��::=��:j� ��-��uQD �,�=,�� c ��-;,�i�° G°3l� �,.�� v�[:� �� f y�;ra..i�.r�i��p ��Wo . i�l, Ai .. � Harmon Park Soccer Complex Section 07900 - 3 Joint Sealants Issue Date 10/28/99 materials of correct type and to the depth as necessary to provide minimum 3/8" and maximum 1 /2" depth of compound. D. Materials and methods shall be as specified herein, unless they are contrary to approved manufacturer's directions or to approved trade practice; or unless Contractor believes they will not produce a watertight job which he will guarantee as required. Where any part of these conditions occur, Contractor shall notify Architect in writing. Deviation from procedure specified will be permitted only upon Architect's approval and providing that work is guaranteed by Contractor as specified. E. If, prior to beginning work, Contractor does not notify Architect in writing of any proposed changes, it will be assumed that he agrees that materials and methods specified will produce results desired, and that he will furnish required guarantee. 3.02 PREPARATORY WORK: I:� : Where weather molds, staff beads, etc., do not form integral part of frames to be caulked, but are removable, remove same prior to caulking, execute caulking, replace molds, etc., and point. Clean all joints, etc., that are to be caulked or sealed, prior to executing work. 3.03 PRIMING: When conditions of joints so require, or when types of materials used adjacent to joints so require, or when compound manufacturer's recommendations so require, clean and prime joints before starting caulking. Execute priming operations in strict accordance with manufacturer's directions. 3.04 JOINT BACKING: Joint backing shall be installed in all joints to receive sealants. Backing shall be sized to require 20% to 50% compression upon insertion, and shall be placed so that sealant depth is approximately 1/2 joint width. In joints not of sufficient depth to allow backing, install bond breaking tape at back of joint. 3.05 3.06 APPLICATION: Apply sealant and caulking material under pressure to fill joint completely, allowing no air pockets or voids. Tool the joint surface to compress the compound into the joint. THRESHOLDS: Place all exterior door thresholds in a fill bed of sealant during setting procedures. 3.07 CLEANING: Clean adjacent surfaces free of caulking and sealant and clean all work of other trades that has in any way been soiled by these operations. Finished work shall be left in a neat and clean condition. END OF SECTION �;�!�G��G��_d G��C�� :; l U U C��:; U;:�� ° e1 U �� 'G'��19 �I��o Harmon Park Soccer Complex Section 07920 - 2 Caulking and Sealants � � � ' � � � Issue Date 10/28/99 SECTION 07920 - CAULKING AND SEALANTS PART I - GENERAL 1.01 DEFINITIONS: A. The term "sealant" or "sealing" shall refer to exterior joints exposed to weather or interior joints exposed to moisture. When "sealant" is used in an outside joint in aluminum or steel frames, "sealant" shall be required on the inside joint also. B. The term "caulk" or 'caulking' (calking) shall refer to interior joints not normally exposed to weather or moisture conditions. 1.02 SUBMITTAL: A. Submit to Owner's representative manufacturer's literature, specification data, and. color chart for all materials proposed for this project. 1 ' � _J � � ' ' � B. Identify their use and location. 1.03 GUA.RANTEE: The Contractor shall provide the Inspector a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. PART 2-PRODUCTS 2.01 SEALANTS: As manufactured by Pecora or approved equal. A. Concrete-to-Concrete (Horizontal Joint): NR-201 with primer. B. Masonry-to-Masonry or Concrete-to-Concrete (Vertical): Dynatrol II 2.02 PRIMERS: Type as manufactured by manufacturer of sealing or caulking material and completely compatible with compound. 2.03 JOINT BACKING: Rods or tape in sizes and types as recommended by manufacturer of sealing or caulking rnaterial, and completely compatible with compound. PART 3 - EXECUTION 3.01 GENERAL: A. Work shall be performed by experienced mechanics skilled in execution of type of work required and in application of specified materials. B. Deliver materials to job site in original containers with manufacturer's name and brand clearly marked thereon. C. When perimeter joints around frames that are to be caulked do not have built-in stops or other means to prevent depth of compound from exceeding 1/2 inch, pack joint with back-up Harmon Park Soccer Complex Section 07920 -1 ��:�� i�'1, �� !��'=:;r` j; 'L�'� I�%!�;' j C.ulking and Sealants '' � u�1( ��'� G�� ` U� �o UVk��ll':��UUo �L�Wo � � � 1 � � 1 1 ' 1 1 � ' ' ' � ' � � � Harmon Park Soccer Complex Division Issue Date 10/28/99 DIVISION 16 - ELECTRICAL �'�� :� �� ° � �1P��1"� ��(�'v G� ° °;l� �e �`�"�IUg Il�lNe Division Issue Date 10/28/99 "'� 3.1 RACEWAYS A. Size raceways for the conductor type installed,'/4 inch minimum size. B. Cut conduits square using a saw or pipe cutter; de-burr cut ends. C. Bring conduits to the shoulder of fittings and couplings and fasten securely. D. Use conduit hubs or sealing lock nuts for fastening conduits to boxes. E. Use conduit bodies to make sharp changes indirection, as around beams. F. Avoid moisture traps where possible; where unavoidable, provide junction box with drain fitting at conduit low point. G. Use suitable conduit caps to protect installed conduits against entrance of dirt and moisture. 3.2 WIRE AND CABLE A. Use no wire smaller than 14 AWG. B. Neatly train and lace wiring inside boxes and equipment. C. Pull all conductors into a raceway at the same time. Use suitable wire pulling lubricant for pulling 4 AWG and larger wires. D. Clean raceway system before installing conductors. E. Provide protection for exposed cables where subject to damage. F. make splices, taps and terminations to carry full ampacity of conductors without perceptible temperature rise. a. Thoroughly clean wires before installing lugs and connectors. b. Use solderless pressure connectors with insulating covers for copper wire splices and taps, 8 AWG and smaller. c. Use split bolt connectors for copper wire splices and taps, 6 AWG and larger. Tape uninsulated conductors and connectors with electrical tape to 150% of the insulation value of the conductor. d. Terminate spare conductors with electrical tape. 3.3 BOXES A. Provide electrical boxes as shown on the drawings, and as required for splices, taps, wire pulling, equipment connections and Code compliance. B. Locate and install all electrical boxes to allow access. ;J -'U'ut� �I�;`!�'_, �;.i�!(,��'�,''G ;��,,T;: �r�� ,��`G?`� C. Locate and install boxes to present a neat appearance. „�V u r:�� . �+ :� ,.�; r�� = ��,,�._.� ��: ��i ��i'r,';I;�,-,�.;�,��i�.�. ,�.i.��ir�. L �J . � � �V lllll USe D. Use multiple-gang boxes where more than one device are moun :ed-�ege�,,� sectional boxes. Provide barriers to separate wiring of different voltage systems. Harmon Park Soccer Complex Section 16050 — 2 Basic Electrical � � � � �� J ;� � Issue Date 10/28/99 SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS , � � ,� I�l � � 1 1 � , � � � PART I — GENERAL 1.1 SUMMARY A. Section Includes: 1. Raceway and i ttings 2. Wire and cable 3. Wire connections and terminations 4. Electrical boxes 5. Light poles 6. Luminaires 7. Tree lights 8. Connections 1.2 SUBMITTALS A. Product Data: Provide data on light poles, luminaires, tree lights, tree bolts, boxes and covers. PART II — PRODUCTS 2.1 RACEWAY, FITTINGS AND BOXES A. Rigid Metal Conduit: Steel, galvanized finish. B. Flexible Metal Conduit: Steel, galvanized finish. C. Plastic Conduit: Rigid PVC D. Fittings: Type suited to conduit. E. Pull Boxes: Brooks Products, Inc. No. 36 or approved substitute F. Covers: Raintite II, two-gang, weatherproof-while-in-use, No. 50-70-0 or approved substitute. 2.2 WIRE AND CALBE AND WIRING CONNECTIONS A. Wire: Type TWH insulation, rated 600 volts. B. Wire Larger than 6 AWG: Copper, stranded conductor. C. Wire 6 AWG and Smaller: Copper, stranded conductor; smaller than 8 AWG, solid conductor except where used for control circuits. 2.3 LIGHT POLES AND LIGHTING FIXTURES ��-,,j��j��='.�G�_� �'�� A. Luminaires: 2544-07 by Accolade Lighting =. � � ��=��r C"�;;�[��1° G�� PART III — EXECUTION Ir4?n 11�� J lr'�M9 �f�MO U lll' W f5�n1 Harmon Park Soccer Complex Section 16050 —1 Basic Electrical � � � Issue Date 10/28/99 3.4 LIGHT POLES A. Provide anchor bolts and setting templates for installation of anchor bolts in concrete pier. B. Set poles plumb and rigid. C. Shim base plates as required. D. Tighten bolts to prevent loosening and displacement. 3.5 LUMINAIRES AND TREE LIGHTS A. Review fixture submittals prior to installation and electrical rough-in. Verify location, size, and type of connections. Coordinate details of equipment connections with supplier and manufacturer. B. Install disconnect switches, controllers, control stations, and control devices such as limit switches and temperature switches as indicated. Connect with conduit and wiring as indicated. 3.6 FIELD QUALITY CONTROL A. Inspect wire and cables for physical damage and proper connection. B. Torque test conductor connections and terminations to manufacturer's recommended values. C. Perform continuity test on all power and equipment branch circuit conductors. Verify proper phasing connection; reconnect as required. 3.7 IDENTIFICATION A. Provide wire markers on each conductor in panelboard gutters, pull boxes, outlet and junction boxes, and at load connection. Identify with branch circuit or feeder number for power and lighting circuits, and with control wire number as indicated on schematic and interconnection diagrams for control wiring. B. Provide nameplates to identify electrical distribution and control equipment and loads served. ��;�+��J��D�z��.� �'[��G��D �� '�'ti` ��G��G�1� �l�o U'uV�li:��IlUp ��l��o Harmon Park Soccer Complex END OF SECTION Section 16050 — 3 Basic Electrical Issue Date 10/28/99 ' ' 1 ' � 1 , ' , � , � Harmon Park Soccer Complex BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT �� ; �ui�.i;� �e'15�V1�� .�;;�;�, CN�,r_G�� ° �� }�� «"��:;� �L��o � g Division Division Issue Date 10128/99 BIDDER'S STATEMENT OF QUALIFICATIONS � Firm Name: Address: City: Telephone Number: Number of years in business under present name: Former name(s) of organization: Date Organized: ❑ PARTNERSHIP ❑ CORPORATION State: Zip: Fax Number: CLASSIFICATION: ❑ General ❑ Building ❑ Electrical ❑ Plumbing ❑ Utilities ❑ Earthwork ❑ Paving ❑ Other 1. LIST OF SIMILAR COMPLETED PROJECTS ❑ HVAC AMOUNT TYPE OF DATE NAME and TELEPHONE NL7MBER OF OF CONTRACT WORK COMPLETED OWNER 2. LIST OF SIMILAR PROJECTS LJNDER CONSTRUCTION OR LJNDER CONTRACT AMOUNT TYPE OF DATE NAME and PHONE NUMBER OF OWNER OF CONTRACT WORK COMPLETED Harmon Park Soccer Complex Bidder's Qualifications-1 �� GO�O�.P� �_'C��G��G�D �' =��r l"C��v�u�-�� °l�� :r`' I�;"`� I I' �1 � � �?(�?n,� �. , c,��i';,� Bidder's Statement of Qualifications ' Issue Date 10128/99 � � � 1 � ' ' ' ' � � � � � � � 3. LIST SURETY BONDS IN FORCE ON ABOVE INCOMPLETE WORK (LIST 2): DATE OF TYPE OF AMOUNT OF NAME AND TELEPHONE NUMBER OF CONTRACT BOND BOND SURETY 4. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE: ��,;,��p;�, � C«� �n^I� _ : �� W �J1._�� "i':"�•� ��r�rjrr, �t�e�'!,9 :: : . u ��' G�.� u I! ' ""r ,`:'�� .�,�� i�, y;�;,.:,; I�:, .1�.,.�..:'��_ luilp .] 0 Harmon Park Soccer Complex Bidders Qualifications-2 Bidder's Statement of Qualifcations �" � II � � � � k � � � � �.. �' � r � �. a f �. � �� f� - . {�.4au - 6ry : �a _ ;�� ^ : �" * �'~ .� STATE OF TEXAS _:-�. .. . COUNTI' �F TARRANT bond No. F10322 MAINTENANCE BOND 0 � I{1�10W ALL MEN BY THESE PRESENTS: That (1) PI CONSTRUCTION CORPORATION as Principal, acting herein by and through (2) its duly authorized and (3) ACSTAR Insurance Companv a corporation or�anized under the laws of the State of TEYAS, as surety, do hereby acknowled�e themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Te�as, at Fort Woc-th, in Tarrant County. TeYas the sum of FOUR HiJNDRED FIVE THOUSAIVD i�1INE HUNDRED EIGHTY AND 40/100 ................................... (5405.980.40) in lawful money of the United States, for the payment of which sum well and rruly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, adminis�ators, assigns and successors, jointly and severally. 'This obligation is conditioned, however; that, WI�R�AS, the Principal has entered into a certain contract with the City of Fon Worth, January 25. 2000 the performance of the following described public work and the construction of the following described public improvements: IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX of same being referred to herein and in said contract as the Work and beinQ designated as project C181/541200/080181042010 & Cl ll/Sd1200/080111037146 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents beinQ hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and . � WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (11 Year after the date of the fmal acceptance of the work by the Citv; and � � ' � � "� � -- � WHEREAS, said Contractor binds itself to maintain said work in �ood repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itse(f to repair or reconstruct the work in whole or in part at any tune within said period, if in the opinion of the Director of the Water Deparnnent of the Ciry of Fort Worth. it be necessary;and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. ';.�- I ,� ,:f�; �r�i�, � �'��{D�) `' �'ii�;,;Gc":_ �•_�5��JUd �� `u ��'� G� 5 e Q� �� , � ,- �� ' �;, '; r: � ' �� , , ��' � � �; +i: �, u o WHEREAS, all parties covenant and agree that if any le�al action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, � ; NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or ,,, reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said — I Ciry shall have and recovec &om the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuin� one and successive recoveries may be had hereon for successive k"'' breaches until the full amount hereof is e�chausted. � � � IN WITNESS WHEREOF, this insttument is executed in 6 counterparts, each one of which shall be deemed an orijinal, dated January 25. 2000. ATTEST: ��.f�.P_� �'i�-- (Principal) Se re Kathleen Clary {Seal) � �esa ' �1 s to Principal Bond No. F10322 PI CO!YSTRUCTIOIV CORPORATI01�1 PRINCIPAL (4) BY: �.� „� %�� _ ��'�. William Clary TiTle: prAci�ant. 2300 PENN STREET IRVING, TX 75061 (Address) � 13498 Pond Springs Rd., Austin, T�Ad�/.��/�Ly-441 / ATTEST: � �� (Surety) Secretary � Robert H. Frazer , (SEAL) �r r 1 , � � Bldg. A ACSTAR Insurance Company Surety sv: 1 � ) ( ") ( orney-in-fact � Henry W. Nozko, Jr. — President (Address) NOTE: Date of Bond must not be pri�r to date of Contract �' i , 1 � i ��-G � Wime as urery F6 (1) Correct Name of Concractor (2) A Corporation, a partnership or a�i Individual, as case may be (3) Correct name of Surety (4) If Contractor is Parmership all Partners should execute Bond (�) A true copy of Power of Attorney shall be attached to Bond by Attornev-in-Fact. ,, ::;°; ,� 0,'g.�� f�� J�� ;:�fl�a�u � u J: , �.� r. _ 2 ' � � � al: i � ^ �:�� . Nr, =�9�i�° c� g �U �� `- �:^ t.: � --, r,�.,;.=;,�';'{�1; l��r�o � � r� THE STATE OF TEXAS COi,T1TY OF TARR�NT bond No. F10322 PERFORMANCE BOND K.�10W ALL NIEN BY THESE PRESENTS: That we (1) PI COKSTRUCTION CORPORATI0IV, hereinafter call Principal, and (3)ACSTAR Insurance Company a corporation or;anized and existing under the laws of the State and fu11y authorized to transact business in the State of Texas, as Surety, are held and fu'rnly bound unto the City of Fon Worth, a municipal corporation or�anized and eYisting under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: FOUR Hi1NDRED FIVE THOUSAND NINE HUNDRED EIGATY AND a0l100 ................................., (405,9$0.401 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant Cuunry, TeYas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. � THE CONDITION OF THIS of: OBLIGATION is such that Whereas. the Principal entered into a certain contract with the City of Fon Worth, the Owner, dated the ?Sr" of JANU:�RY. 2000 a copv of which is hereto attached and made a part hereof, for the construction of: � �� I'V�ROVEMENTS TO HARMON PARK SOCCER C0IVIPLEX designated as Project No. (s) C181/Sa1200/080181042010 & C111lSd1200l080111037146, a copy of which contract is herebv attached, referred to, and made a part hereof as fully and to the same extent as if copied at 1enQth herein, such project and construction being hereinafter referred to as the "work". � �10W' THEREFORE, if the Principal shall weil, truly, and faithlully perform the work in accordance �vith the plans, specifications, and contract documents durina the originai term thereof, and any extensions thereof which may be �ranted by the Owner, with or without notice to the Surery, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and dama�es � which it may suffer by ceason of failure to do so, and shall reimburse and repay the O�vner all outlay and eYpense which the Owner may incur in makin� �ood any default. then this obligation shall be void; otherwise to remain in full force and erfect. � � � � �, �_ :., � �. ,-. �. 4�,�)��il��,��:��, �`��I,�„I�j�!��il F t �� °�`'� �,��YG��,r,� �,� � °^ , ��,� S��'l � �, j'��;, �, r: S. b'��. L_ � .i�:�:; ��:_'c� �� Bond No. F10322 PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant Counry, State of Texas. � AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no �J chan�e, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it 1 does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WIT�IESS WHEREOF, this instrument is executed in 6 counterparts each one of which shall be deemed an original, this the 25T� of Januarv. 2000. ATTEST: � �� Kathleen C1 (Principal ec tary (SEAL) L"1 � '� . Witness as to Principal 13498 Pond Springs Rd., Austin, TXqdd��729-4417 ATTEST: ��_ (Surery) Secretan� Robert H. Frazer (SEAL) Bldg. A 1 � �� \ �� l�:-tl ,(% • . �', i� ,� � imess as to Sur ry �� Main St.. w Britain, CT 06050 (Address) � � � PI C01�1STRUCTIOI�T CORPORATION PRINCIPAL (4) BY: / �� "4�i iam C1 y � Title: P r e s i d en t 2300 PENN STREET � IRVING. TX 75061 (Address) ACSTAR Insurance Company Surety BY: _'C��q s ��(Attorney-in-fact) (5) Henry W. Nozko, Jr. — President 233 Main St., New Britain, CT 06050 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Parmership or an Individual, as case mav be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (�) A true copy of Power of Attornev shall be attached to Bond by Attornev-in-Fact.. ; �..,, ��n G �� UG�� I�JpI��V/f�'� Gi V p� ��' �`�i ��'(� ,,^ e1�i�ti�� ; : �U C!i�"'.: � � ' ��I�� 1��"�0 �r �; ��.� �� ..._.�_�: � : � � bq � PAYMENT BOND 1 � THE STATE OF TEXAS � COUNTY OF TARRANT � Bond No. F10322 ICi�IOW ALL MEN BY THESE PRESENTS: That we (1) PI COIVSTRUCTI01v CORPORATIOIY a(2) � Cornoration of Texas, hereinafter call Principal, and (3) ACSTAR Insura„�P Com�nan� , a corporation i'I �� organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are he1d and firmly bound unto the City of Fort Worth, a municipal corporation or�anized and existin; under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who ; may fumish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : � FOUR HUNDRED FIVE THOUSA�ID iVINE HUNDRED EIGHTY AND 40/100 ..................................... (��405.980.�10) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, e;cecutors, administrators � and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a cenain � contract with the City of Fort Worth, the Owner, dated the 25TH day of January A.D. , 2000, a copy of which is hereto attached and made a part thereof, for the construction of:: IMPROVEMENTS TO HARMON PARK SOCCER COMPLEY Project No. (s) C181/Sd1200/080181042010 & C111/5�11200/0801110371d6 a copy of which is hereto attached, referred to and made a pan hereof as fully and to the same exten[ as if copied at len�th herein, such project and construction being hereinafter referred to as the "work". � NOW THEREFORE, the condition of this obli�ation is such that. if the Principal shall promptly make payment to a11 claimants as detined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials � in the prosecution of the work provided for in said Contract, then this obli�ation shall be null and void, othenvise it shall remain in full force and effect. F10 � ' 1 � � `,;-� �; iJ+��'-'�5 G'��J�� li^"r�'r CIIC"�..��a�5 ! e U �<'G� U C`__v S � " 7(� I�� ( 111..�� : ' If �i, ��j u., (� l, � p �� . � � � � � �" i • i � �� i �,_, � bond No F10322. THE BOND IS MADE AND ENTERED into solely for the protection of all claimanu supplying labor and % material in the prosecution of the work provided for in said Contract, as claimants are defined in said tlrticle 5160, and atl such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FliRTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surery, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanyin� the same shall in any wise affect its obli�ation on this bond, and it does hereby waive notice of any such chan�e, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FliRTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any benericiary hereunder whose claim may be unsatisfied. IN WI'NESS WHEREOF, this instrument is executed in 6 counterparts each one of which shall be deemed an original, this the 25'�` day of January A.D., 2000. � AT T: .. � c�h.�z.P � Kathleen Clary � � (Pr:ncipal) Secretary �-[,15� � � Wimess as to Pr cipal ' 13498 Pond Springs Rd., Bldg. A Austin, T�ddr��729-4417 ATTEST: ��j��_ (Surety) Secretary Robert H. Frazer (SEAL) � � . � � � ��'`�L.. mess as to Surety — 233 Main Street New Britain, CT 06050 � (Address) � PI CONSTRUCTIOIY O POR�,.TION '[/' P � �� BY:�, � ,.... William Clary / Title: pr�i_dent � 2300 PENN STREET IRVING, TX 75061 (SE aL) (Address) ACSTAR Insurance Companv S ure BY: ( ttomey-in-fact) (5) Henry W. Nozko, Jr. — PresidenC (Address) 233 Main St., New Britain, CT 0605� (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (?) A Corporation, a Parmership or an Individual, as case may be (;) Correct name of Surecy �.�) If con�'actor is Parmership all parmers shouid e�ecute Bond (;) .4 true copy of Power of .�ttorney shall be attached to Bond by Attorney-in-Fact.. r..^� �n ; �:;,�� GO�� Gt_'��u�� a ''� ��; N"�'`v G�L ° ��1� � irt'. �?�(;,!?��:��Wp �l��V�o '-1 �-% .� O Q. � � � � � � c� c �,� � ,�% c� � �� O � N � _I.� � _ � C (� CLS � O � O O � c c� � N "-' � � i � � �N L � O •� � dj 'Y � O� � U �> � � +, � O � Z U 1 � � ACSTAR 233 MAIN STREET • PO BOX 2350 �_ NEW BRITAIN, CT 06050-2350 POWER OF ATTORNEY INSURANCE COMPANY (860) 224-2000 Know all men by these presents: That ACSTAR Insurance Company, a corporation of the State of Illinois, having its principal office in the City of New Britain, Connecticut, pursuant to the following Resolution, which was adopted by the Board of Directors of the said Company on June 24, 1999, to wit: RESOLVED, That the following Rules shall govern the execution for the Company of bonds, undertakings, recognizances, contracts and other writings in the nature thereof: (7 ) That the Chairman, the President, any Vice President and General Counsel, or any Attorney-in-fact, may execute for and on behalf of the Company any and all bonds, under- takings, recognizances, contracts and other writings in the nature thereof, the same to be attested when necessary by the Corporate Secretary, or any Assistant Corporate Secretary, and the seal of the Company affixed thereto; and that the Chairman or President may appoint and authorize any other Officer (elected or appointed) of the Company, and Attorneys-in-Fact to so execute or attest to the execution of all such writings on behalf of the Company and to affix the seal of the Company thereto. (2) Any such writing executed in accordance with these Rules shall be as binding upon the Company in any case as though signed by the President and attested to by the Corporate Secretary. (3) The signature of the Chairman, the President, or a Vice President of the Company may be affixed by facsimile on any power of attorney granted pursuant to this Resolution, and the signature of a facsimile to any certificate of any such power, and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. (4) Such other Officers of the Company, and Attorneys-in-Fact shall have authority to certify or verify copies of this Resolution, the By-Laws ot the Company, and any attidavit or record of the Company necessary to the discharge of their duties. does hereby nominate, constitute and appoint HENRY W. NOZKO, SR., HENRY W. NOZKO, JR., ROBERT H. FRAZER, DAVID A. PRICE, MICHAEL P CIFONE, JOAN C. FORTIER each individually, its true and lawful Attorney-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and aIl bonds, under- takings, recognizances, contracts and other writings in the nature thereof in penalties not exceeding TWENTY MILLION DOLLARS ($20,000,000.00) each, and the execution of such writings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office. IN WITNESS WHEREOF, Henry W. Nozko, Jr., President, have hereunto subscribed their names and affixed the corporate seal of the ACSTAR INSURANCE COMPANY this 18th day of October 1999. ACSTAR Insurance Company by " � Henry W. Noz Jr.. President� STATE OF CONNECTICUT ) ) ss. NEW BRITAIN COUNTY OF HARTFORD ) On this 18th day of October A.D. 1999, before me, a Notary Public of the State of Connecticut came, Henry W. Nozko, Jr., President of the ACSTAR Insurance Company, to me personally known to be the individual and officer who executed the preceding instrument, and he acknowledged that he executed the same, and the seal affixed to the preceding instrument is the corporate seal of said Company; that the said corporate seal and his signatures were duly affixed by the authority and direction of the said corporation, and the Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of New Britain the day and year first above written. , _ `� / e1 , �. ��;�:' , _ : �,... _ � a u -ti ' . ` . � ; ,;,; — `�:. a��.(/�l.l • ✓ L��2 �' ' � C�i��` �. iJotary Public - Lau ' . Martinchek I, the undersigned, Secretary or Assistant Secretary of ACSTAR Insurance Company, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy, is in full force and effect. In witness whereof, I h e hereunto subscribed m.name Secre ry. �q Ssistant Secretary, and affixed the corporate seal of the Corporation, this ��`�'1 day of �.�nl -l�(� '�CY�` U' , �� ,,L ��_ r �� r � Iti-� ll 1.�� !, Ci �� j'� � ��..,' I� . �( �%I�j Robert H. Fr zer/Michael P. Cifo _. II ��; l�i��_�� J�_��. `�J�_✓ Secretary /Assistant Secr ary j^' fI�j��,- `C� �j^ DI�S�j �! rCJ'�r � U I) II C'�'�: ;�'� l`. IY-'V+1�,`^� L?�r r�n,;r=;,ir,?;LR 5'(� I uo ovU��.i��;�p �6�ao � � .-. � CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT That this agreement, made and entered into this 25`h day of Januarv, A.D. 2000 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City of the 11`h day of December, A.D. 1924, under the authority of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said City of Fort Worth being hereafter termed Owner, and PI CONSTRUCTION CORPORATION hereinafter called Contractor. � 1. That for and in consideration of the payments and agreements hereinaier mentioned to be made and �, performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: � IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX 2. That the work herein contemplated shall consist of furnishing all labor, tools, appliances and materials `"' necessary for the consriuction and completion of said project in accordance with the Plans and Specifications heretofore prepared by the Parks and Community Services Depart of the City of Fort Worth and adopted by the City � Council of said City, as an independent contractor, and which plans and specifications are incorporated herein by reference. 3. The Contractor hereby agrees and bind himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering Directar of the City of Fort Worth. � The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Depart of Engineering l.,., Director of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 80 workin� days from the time of commencing said work; that said Contractor shall be entitled to an extension of said time for � doing said work for such time as he may necessarily lose or be delayed by unavoidable accidents caused by unforeseen matters over which said Contractar has no control, such as inclemency in the weather, acts of �' Providence, labar strikes and delivery of materials, in all of which cases the negligence or carelessness of the � Contractor is not contributing to such delay. 5. �- Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said specifications, then the City �"' shall have the right to take charge of and complete the wark in such a manner as it may deem proper, and if, in the � completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor shall pay said City on demand in writing, setting forth and .. , specifying an itemized statement of the total cost thereof, said excess cost. ,__ .. � 1 �;�;��GiJ�: u� �i� 6-��ui �D N� ��r ��C�� G� � �� ' ��G��Ua➢ ��{o � � 6. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants and employees from and � against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, �� contractors, subcontractors, licensees ar invitees, whether or not caused in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its offcers, agents, servants and employees for properiy damage or loss, and/or personal injuries, including death, to any and all � persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or � indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, in whole or in part, by alleged negligence �` of officers, agents, servants, employees, contractors, subcontractors, licensees ar invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole ar in part, any and all alleged acts or omissions of offcers, agents, servants, employees, contractors, subcontractors, licensees, or invitees of the �„ Owner. � In the event a written claim for damages against the Contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Department of Engineering, as evidenced by a final inspection, fnal payment to the Contractor shall not be recommended by the Director of the Department of Engineering for a period of 30 days after the date of such final inspection, unless the �' Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. - Although the claim concerned remains unsettled at the expiration of the above 30 day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be �'"� in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by � the Director. The Director shall not recommended final payment to a Contractor against whom such a claim for damages � is outstanding for a period of six month following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved; or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. � If condition 1 above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition 2 above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six month E" period, the Director may recommend that final payment be made if all other work has been performed and all other � obiigations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bid on other Department of Engineering � contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the execut6ion of the Contract, and before beginning work , to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the contract, including the exhibit attached hereto and made a part hereof and such bonds shall be 100 �- percent of the total contract price, and the said surety shall be a surety company duly and �-e—ga�ly au`iI3Pi�eu w uu business in the State of Texas, and acceptable to the CiTy Council of the City of Fort Worth. �- L;?:;:�I� iJ��@ C - � lrlrr,-�`}�� ° USU � ' u C':' �•: I I�n. ��r;::�„�; i�Ni. t�f�_ � � � 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the proposal submitted by the successful bidder hereto attached and made a part hereof. 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Deparhnent of Engineering Director of said City of Fort Worth. 10. The Contractor agrees to pay at least minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. � It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with reference to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in triplicate in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 6 counterparts �- with it corporate seal attached. L� � Done in Fort Worth, Texas, this the 25T" day of Januarv. A.D. 2000. RECOMMENDED BY � � � Ca C� C y,�.. DEPARTMENT OF ENGINEERING V DI T CITY O By: CITY MANAGER C � � C PI CONSTRUCTION CORPORATION CONTRACTOR By: /— J' Moburg Rarrinnal Mana�ar TITLE 2300 PENN STREET IRVING, TX 75061 ADDRESS �'��/0�� ontract Authorization � ~ �� (,'� APPROVED � � ` �1 PA ZKS AND COMMUNITY SERVICES - DIRECTOR A � �' � .� O,L!�Y'i , SECRETARY �` � � J'�'�(� SEAL APP �7 AS-T FORM AND LEGALITY � ..�..___.. CITY ATTORNEY D��• -',Ir i.��:-Uc'''� rf.f r`^f�J�� .. � �� kS [�� : ; �r �(,r,�i��e; d ed� �'�� 14""�'�''��'� � � � November 1960 Revised November 1982 Revised May 1986 � Revised October 1989 ' ' 1 1 ' 1 1 , 1 1 1 ' ' ' ' ''�' �I�� )�� r �1�'u � �'� � � " �� U">»`'��'�r ��i�o City of Fort Worth, Texas �1►�Ayar And Caunc�l Co�n�nun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/25/00 **C-17833 80SOCCER 2 of 3 SUBJECT AWARD OF CONTRACT TO PI CONSTRUCTION CORPORATION FOR IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX The base bid work consists of the demolition of existing features, installation of three fields including grading, irrigation and turf establishment, fencing, concrete pedestrian access, and a 154 space asphalt parking fot with concrete curb and gutter. The recommended bid alternates are Alt. 1(increase coverage of hybrid Bermuda), Alt. 3(soccer goals), Alt. 4(bleachers), Alt. 5(drinking fountain), Alt. 6 (transplanting existing trees), Alt. 7(future concrete sidewalk), and Alt. 8(increase sidewalk to 8'-0" wide). Bid Alternate No. 2 was for the use of federal wage rates, and since no federal funds are being used for this project, the bid alternative is not accepted. It is recommended that the base bid, minus base bid Unit 1/Item 1-(demolition of existing trees) in the amount of $366,242.40, and the recommended bid alternates 1, 3, 4, 5, 6, 7 and 8 in the amount of $39,738.00, totaling $405,980.40, submitted by PI Construction Corporation, be approved for award of contract. Contract time is 80 working days. PI Construction Corporation is in compliance with the City's MNVBE Ordinance by committing to 38% participation. The City's goal for this project is 22%. The project budget will be as follows: Construction Contract Construction Phase Contingencies DOE Inspection (7%) PACSD Administration (1 %) Change Orders (5°/o) Total Construction Budget $405,980.40 $ 28,419.00 $ 4,060.00 $ 20,299.00 $458,758.40 The annual impact on the General Fund budget beginning FY 2000-2001 will amount to $60,000.00 as outlined in the Soccer Field Management and Development Program, Informal Report No. 8176. Harmon Park is located in COUNCIL DISTRICT 8. City of Fort Worth, Texas �il�A�or Attd C,aunc�l Can�inun�cA�ian DATE REFERENCE NUMBER LOG NAME PAGE 1/25/00 **C-17833 80SOCCER 1 of 3 SUBJECT AWARD OF CONTRACT TO PI CONSTRUCTION CORPORATION FOR IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX RECOMMENDATION: It is recommended that Construction Corporation Complex. DISCUSSION: the City Council authorize the City Manager to execute a contract with PI in the amount of $405,980.40 for improvements to the Harmon Park Soccer The 1998 Capital Improvement Program (CIP) allocated $300,000.00 for the master plan design and phase 1 development of a multi-field soccer complex. The 1993 CIP—Transportation and Public Works Park Roads and Parking allocated $250,000.00 for parking improvements at Harmon Park. The allocated funds for this project total $550,000.00. On February 9, 1999 (M&C C-17269), the City Council approved an award of contract to Mesa Design Group in the amount of $69,300.00 for the master plan design and preparation of phase 1 construction documents. The project was advertised for bid November 4 and 11, 1999. On December 2, 1999, the following bids were received: Bidders PI Construction Corporation Joe R. Jones Construction Qualityscape, Inc. Randall & Blake, Inc. Modern Contractors Creative 4 Construction Bidders PI Construction Corporation Joe R. Jones Construction Qualityscape, Inc. Randall & Blake, Inc. Modern Contractors Creative 4 Construction Base Bid $367,042.40 $393,149.69 $426,029.05 $432,018.89 $444,490.37 $438,493.25 $ $ $ $ $ $ Alt. 5 4,735.00 2,400.00 5,310.00 3,000.00 4,290.00 2,200.00 Alt. 1 $ 1,311.00 $10,800.00 $ -0- $30,653.70 $ 1,17C.00 $19,225.00 Alt. 6 $ 2,000.00 $ 9,440.00 $ -0- $ 4,800.00 $11,570.08 $15,312.00 Alt. 3 $ 5,286.00 $ 3,900.00 $ 7,746.00 $ 9,000.00 $ 5,769.00 $12,000.00 Alt. 7 $11,250.00 $12, 593.75 $ -0- $22,175.00 $15,112.50 $16,875.00 Alt. 4 $11,256.00 $ 7,500.00 $ 7,725.00 $ 9,000.00 $10,702.02 $24,000.00 Alt. 8 $ 3,900.00 $ 2,762.50 $ -0- $31,200.00 $ 4,699.50 $19,500.00 City of Fort Worth, Texas �I�A�ar Attd C,aunc�l Ca�n�»un�cAt�on DATE REFERENCE NUMBER LOG NAME PAGE 1/25/00 **C-17833 80SOCCER 3 of 3 SUBJECT AWARD OF CONTRACT TO PI CONSTRUCTION CORPORATION FOR IMPROVEMENTS TO HARMON PARK SOCCER COMPLEX FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Parks and Community Services Fund, and the Street Improvements Fund. LW:j Submitted for City Manager's Office by: Libby Watson Originating Department Head: Richard Zavala Additional Information Cootact: Richard Zavala I FUND I ACCOUNT I CENTER I AMOUNT � (t�) 6183 � 5704 I (from) I C111 C181 � 5704 � 541200 080111037146 $214,892.00 541200 080181042010 $191,088.40 CITY SECRETARY APPROVED ciTY couNc�� JAN 2� 2000 �., �.�'Q.�..-� , City Secretary of the L:Iiy OI �QR'f V�GI�Il, i`43;t. 5