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Home My WebLink Aboutbocc.con.142.2006 CLERK'S CHECK LIST FOR CONTRACTS SUBMITTED TO CLERK AND RECORDER FOR SCANNING/ARCHIVING CONTRACT #: J'IP--~niJ Originating Department/Division: City of Aspen-Transportation Department Contact Person: John D. Krueger, Director of Transportation Phone #: 920-5042 Project Name: Signing & Striping of Main Street Transit Lane o BOCC AGENDA ITEM (BOCC signature required) OSTAFF AUTHORIZED SIGNATURE (per Revised Procurement Code 7/2005) Check procurement type: None OInformal OFormal X Sole Source OEmergency OState Bid 0 Check Contract Tvpe: Dollar Amount: $104,489.00 Budget Line Item/Ledger Number OServiceslMaintenance OLicenselUse OLease X Construction OGoods, Equipment, Supplies OOther (e.g. revenue) OEmployment (for county employees) OIntergovemmental Agreement (Requires BOCC Action) ONon-Profit OQuasi-Public OGrant Agreements (Requires BOCC Action) OChange Order/Contract Amendment Contractor/Business (Complete Name): KOLBE Striping INC. Contract Execution Date:March 30, 2006 Contract End Date: June 30, 2006 Automatic Renewal (YON X) Term of Contract: year(s) All Contracts should be proofed for the following: ~ges Missing [3If ftage is Left Intentionally Blank -Note on Page ~~umbered consecutively ~!!-Signatures Affixed G31\1l Dates Filled In [3Ail Other Blanks Filled In ~l xhibits Attached ~egal Descriptions Attached (if appropriate) L:I~ of AwardIProceed Attached (if appropriate) ~pecial Instructions for Finance Department: ~lerk and Recorder for ScanninglArChiv~'ng ? ~h~ri;ed Staff Person's Name: John D. Krueger . ./ BY CHECKING ABOVE AND ENTERING NAM , THE AUTHORIZED STAFF PERSON INDICATES THAT DOCUMENT HAS BEEN PROOFED AND READY FOR SCANNING. - Note: Clerk's Office will keep original documents in compliance with Colorado State Archives retainage schedule. Amended 5-12-06 l . From the desk of: THE CITY OF ASPEN John D. Krueger Director of Transportation City of Aspen 970-920-5042 johnk@ci.aspen.co.us RE: Transit Lane Pay Estimate PITCO Finance, Attached is an approved pay estimate for the construction of the Transit Lane on SH 82 /Main Street as part of the S-Curve Improvements. The contractor is Kolbe Striping Inc. as shown in the Contract for Construction between the City of Aspen and Kolbe Striping Inc. attached to the pay estimate. This project is an EOTC funded project with the City of Aspen managing the Construction Contract with SGM providing the construction management of the project. The payee is Kolbe Striping Inc in the amount of $104,489.00. Please process this pay estimate. I don't know if a P.O. has been opened yet. If not, it should be for Kolbe Striping Inc. in the amount of $104,489.00. Please contact me with any questions. Thanks ?- Pay Estimate City of Aspen Engineering Department SH 82/Main St. Transit Lane Signing & Striping P.O. BID EstimateNo.: One DATE: 5/31/2006 Project Title: Contractor : DESCRIPTION UNIT BID QUAN. UNIT PRICE Base Bid. S-Curve Improvements. SH 82 / Main S1. Transit Lane Sianina and Stripina Mobilization LS 1 $15,000.00 Traffic Control LS 1 $13,000.00 Tree Trimming LS 1 $7,500.00 Removal of Pavement Markings SF 3000 $2.75 Removal of Ground Sign EACH 24 $175.00 Reset Sign Panel EACH 15 $175.00 Sign Panel (Class I) SF 40 $25.00 Sign Panel (Class II) SF 176 $30.00 Steel Sign Post (P2 2.0" Round) LF 180 $60.00 Steel Sign Post (P2 2.5" Round) LF 213 $60.00 Epoxy Pavement Marking GAL 38 $450.00 Preformed Plastic Pavement Marking (TypeB) SF 394 QUAN. TODATE EARNED THIS EST. =h>P~~~OO kd..Disl P.O. D* TOTAL THIS PAY ESTIMATE: PERCENTAGE OF WORK COMPLETED: LESS 10% RETAINAGE: Waived - work complete LESS TOTAL PAID TO DATE: AMOUNT PAYABLE TO CONTRACTOR: 1.0 1.0 1.0 2175.0 20.0 19.0 59.75 176.0 191.0 204.0 40.0 0.0 Sub Total = Force Account F/A Force Account LS City of Aspen directed striping Kolbe Invoice - 1975 1 $7,709.00 100% MINOR CONTRACT REVISION: o $0.00 Approved By Contractor: Approved By Utility Department: $15,000.00 $13,000.00 $7,500.00 $5,981.25 $3,500.00 $3,325.00 $1,493.75 $5,280.00 $11,460.00 $12,240.00 $18,000.00 $0.00 $96,780.00 $7,709.00 $104,489.00 100.0% $0.00 $0.00 $104,489.00 J 6 SCHMUESER I GORDON I MEYER LETTER o F TRANSMITTAL ENGINEERS & SURVEYORS if I 18 W. 6TH, SUITE 200; GLENWOOD SPRINGS, Co 8 160 I o PO. Box 2155; ASPEN, Co 81612 o P.O. Box 3088; CRESTED BUTTE, Co 8 I 224 o 320 3RD ST ; MEEKER, CO 8 I 64 I ~~_ _ ~~~.?! ~SP:!1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _D_A~=_ _ _ ~~~: ~~~h~ _2_0_0_6_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ ATTN 0 John Krueger - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -:~. ~~ -1-; - - ~ - - - - - - - - - - - - - - - -"5= - - - - - -~ rT --------------~-------------------------------------PBO~~~~~~ J~___~~___c:.__~~ .!l.Ef._ _':~~: ~a!,_ ~~~~~~: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _E'3Q-,!Ef.cJ_~<;L. ~~~~__4_3_3~~~~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ WE ARE SENDING YOU 1;3 ATTACHED: o UNDER SEPERATE COVER VIA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE FOLLOWING ITEMS: o SUBMITTALS I;ZI DRAWINGS o LEGAL DESCRIPTIONS 1ZJ SPECIFICATIONS o COPY OF LETTER o CONTRACT DOCUMENTS o ~a~~sc____________________Q6~______________~O~__________~"a~o_______________________________________ 1_____________________________~1_~~~9~______________________________~~_~~~~~_~t_~r?~~~:~S~~~~~?~9_~~~~~~__ ---------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------ --------------------- ---------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------.---------------------- ---------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------,---------------------- -----------------------------------------------------------------------------------_.~--------------------- ---------------------------------------------------------------------------------------------------------- THESE ARE TRANSMITTED AS CHECKED BELOW: tzI FOR APPROVAL tzI FOR YOUR USE III AS REQUESTED o FOR REVIEW AND COMMENT o FOR BIDS DUE: o APPROVED AS SUBMITTED o APPROVED AS NOTED o RETURN FOR CORRECTIONS D RESUBMIT ( ) COPIES FOR YOUR APPROVAL D SUBMIT ( ) COPIES FOR DISTRIBUTION [J RETURN ( ) CORRECT PRINTS [J PRINTS RETURNED AFTER LOAN TO US .B"1:16B~"_ ___ ___ _ _ _ _ __ ___ ____ __ _ _ _ ___ _ __ __ _ __ _ _ __ _ __ ___ ___ _ _ _ __ _ ___ _ __ _ _ _ _ __ ___ _ _ _ _ _ _ _ ... _ _ _ _ _ _ _ _ __ ___ _ __ _ ____ The attached pay estiamte and backup information should be suffiecient for the City to advertise to close this contract out. Please call if you have questions. ------------------------------------------------~--------------------------------~._- .f9~r _~C?:_ _ _ _ _ _ _ _ __ --_ __ _ ___ _ __ _ _. _ _ _ _~19~~P.: ___ _ _ __ -------------------------- ---------------------- ------------~----~._--- --------~------------------------------------- --- ------------ GLENWOOD SPRINGS CRESTED BUTTE 970-945- I 004 970-349-5355 FXo 970-945-5948 FX: 970-349-5358 ASPEN 970-925-6727 FX: 970-925-4157 MEEKER 970-878-5180 FX: 970-878-4181 . 4 K$JLUmorM KOLBE S,l;IPING, INC. ~ Iso Topeka Way Castle Ilock, CO 80109 J 303.688.9516 Fax 303.688.5478 Invoice 8972CM Page No. -1- Pay Application Date Terms Contract 1 15 MAY 2006 Net 30 Days Contract Location Customer 0357 Job Cost Project # 06110 \, \ , i I I i The City of Aspen 130 South Galena Street Aspen, CO 81611 SH 82\Main Street Transit Lane , CO A.H.l'"\ -s: ~h '"' D. Y-('u.e~p r- Estima ed Previous CUrrent To Date Quantity Unit Current Bid Item Description UOM Quantity Quantity Quantity Price Amount To Date Amount Total 0.00 0.00 04 Removal of Pavement SF 3000.0000 0.0000 2175.0000 2175.0000 2.7500 5,981.25 5,981.25 11 Epoxy Pavement Marki GAL 42.0000 0.0000 40.0000 40.0000 450.0000 18.000.00 18,000.00 Total Striping 23,981. 25 23,981.25 01 Mobilization LS 1. 0000 0.0000 1.0000 1.0000 15000.0000 15,000.00 15.000.00 OS Removal of Ground Si EA 24.0000 0.0000 20.0000 20.0000 175.0000 3,500.00 3,500.00 06 Reset Sign Panel EA 15.0000 0.0000 19.0000 19.0000 175.0000 3,325.00 3.325.00 07 Sign Panel Class 1f 40.0000 0.0000 59.7500 59.7500 25.0000 1,493.75 1.493.75 08 Sign Panel Class II 1f 176.0000 0.0000 176.0000 176.0000 30.0000 5,280.00 5,280.00 09 P2 2" Steel Sign POB LF 180.0000 0.0000 191.0000 191.0000 60.0000 11.460.00 11,460.00 10 P2 2.511 Steel Sign P LF 213.0000 0.0000 204.0000 204.0000 60.0000 12,240.00 12,240.00 Total Signs 52,298.75 52,298.75 03 Tree Trimming LS 1.0000 0.0000 1. 0000 1. 0000 7500.0000 7,500.00 7,500.00 Total Tree Trimming 7.500.00 7.500.00 02 Traffic Control LS 1.0000 0.0000 1. 0000 1. 0000 13 000.0000 13,000.00 13.000.00 Total Traffic Control 13,000.00 13,000.00 **Total Base Contract** 96.780.00 96,780.00 Total Contract And Change Orders 96,780.00 96,780.00 All of us at Kolbe Striping sincerely THANK YOU for your business. . ,/ Visit us on-line at www.kolbestriping.com ...:J f(,g~Um~ KOLBE SThIPING, INC. ~50 Topeka Way Castle Bock, CO 80109 ~ :~: 303.688.9516 Fax 303.688.5478 Invoice 8972CM Page No. -2- Pay Application Date Terms Contract 15 MAY 2006 Net 30 Days Contract Location CUstomer 0357 Job Cost Project # 06110 i . f f . J The City of Aspen 130 South Galena Street Aspen, CO 81611 SH 82\Main Street Transit Lane ,co Bid Item Estimated Description UOM Quantity Previous Current TO Date Quantity Unit Current To Date Quantity Quantity Price Amount Amount Billing Summary For Contract 06110 Current To Date Complete To Date 96,780.00 96,780.00 Materials On Hand 0.00 0.00 Sales Tax 0.00 0.00 Less Retainage @ , 0.00 0.00 Balance 96.780.00 96,780.00 Less Previous Payments 0.00 Total Amount 96,780.00 96.780.00 All of us at Kolbe Striping sincerely THANK YOU for your business. I Visit us on-line at www.kolbestriping.com (J RECEIVED MAY il \) 2006 SGM ining the Drive KOLBE S >I. IPING, INC. '$/". ..150 Topeka Way Castle 'OCk, CO 80109 . . ,,~303.688.9516 Fax 303.688.5478 Regular Invoice Bill To: 0357 The City of Aspen 130 South Galena Street Aspen, CO 81611 Ship To: *SAME* Invoice No. - 1975 Page 1 of 1 Transaction Date: 05/15/06 Due Date Project Number Reference Terms 06/14/06 06110 Net 30 Days Description Quantity U/M Unit Price Ext. Price Painted Crosswalks 2624.0000 Painted Stop Bars 450.0000 Painted Word\Symbols 780.5000 These are the additional items sf sf sf requested 2.0000 2.0000 2.0000 5,248.00 900.00 1,561.00 Materials & Services Subtotal $ 7,709.00 Sales Tax $ 0.00 Freight $ 0.00 Other Amounts $ 0.00 Invoice Total $ 7,709.00 Net Invoice Total $ 7,709.00 All of us at Kolbe Striping sincerely THANK YOU for your business. 7 Visit us on-line at www.kolbestriping.com h. v~ ~)lf ~\"(\ \q KOLBE STRIPING, INC. 550 Topeka Way .--.'.----,..--.-__.__ Castle Rock, ColoradD 80104 -.,~-- .~ ~o-{" --(~l\ M~l\SUREMEN'l'S OF EPOXY 'l'l\NKS 1 3/4" 245 gallons 3 1/4" 4 1/2" 5 1/2" 6 112" 7 3/8" B 1/4" 9 114" 10 11 11 3/4" 12 1/2" 13 1/"4" 14 i . !14 3/4" '15 1/2" 16 1/4" 17 5 gallons 10 gallons 15 gallons 20 gallons 25 gallons 30 gallons 35 gallons 40 gallons " 45 gallons " 50 gallons 55 gallons 60 gallons G5 gallons " 70 gallons 75 gallons 80 .gallons 85 gallons ., 90 gallons 17 3/4" 95 gallons IS 1/2" 100 gallons 19 I/O" 105 gallons 19 7/0"110 gallons 20 5/8" 115 gallons .21 3/8" 120 gallons . j. 22 1/8" 125 gallons 41 .. II 22 7/8" 130 gallons 41 3/4" 250 gallons 23 5/8" 135 gallons 42 1/8" 255 gallons 24 3/8" 140 gallons 42 7/8" 260 gallons 25 ., 43 3/4" 265 gallons 145 gallons 26 " 150 gallons 44 3/4" 270 gallons ;/ 26 1/2" 155 gallons 46 ., 275 gallons 27 1/4" 160 gallons 46 7/8" 280 gallons 28 ., 165 gallons 47 5/8" 285 gallons 28 3/4" 170 gallons 48 3/8" 290 gallons 29 1/2" 175 gallons 49 ., 295 gallons 30 1/4" 180 gallons 50 ., 300 gallons 31 ., 185 gallons 50 5/8" 305 gallons 31 3/4" 190 gallons 51 1/2" 310 gallons 32 1/2" 195 gallons 52 1/2" 315 gallolls 33 1/2'" 200 gallons 53 1/2" 320 gall.ons 34 1/4" 205 ga11o~s 54 1/~" 325 gallons 35 1/8" 210 gallons 55 3/8" 330 gallons 35 7/8" 215 gallons 56 1/2" 335 ~allons 36 3/4" 220 gallons 57 3/4" 340 gallons 37 1/2" 225 gallons 59 " 345 gallons 38 3/8" 230 gallons 61' " 3S0 gallons 39 1/4" 235 gallons 40 1/8" 240 gallons , .. ~, "CERTIFICATE OF COMPLIANCE" Date: 05/08/06 Contractor: Kolbe Striping Project No.: Aspen Job, SH 82, located in Pitkin County I hereby certify that the materials used and furnished by us for the above project meet specifications required by the Colorado Department of Transportation. -ALUMINUM SHEETING CLASS I,II,III- 5052H38, .080, .100 and / or .125 thickness Manufactured by Alcoa Mill Products. -REFLECTIVE SHEETING HIGH INTENSITY GRADE- Reflective surface sheeting high intensity grade. Durable retro reflective sheeting consist of optical lens elements adhered to a synthetic resin and encapsulated by a flexible transparent plastic that has a smooth surface Manufactured by Minnesota Mining & Manufacturing Company. -POZ LOC SYSTEM- Please see attached. This is to certify that the materials shipped meets the requirements of the above contract Specifications and special provisions. Materials meet the requirements of AASHTO-180. The material covered by these certifications are American- Made with all manufacturing processed entirel within the United States of America. We further certify that 1 materials have been hot dipped galvanized to ASTM-123 and ardware to ASTM-153. /' ~~ R. Fedel/ President before me 5-17-07 ary Public 4040 GRAPE ST. . DENVER, COLORADO 80216 PHONE (303) 388-4683 . FAX (303) 388-2076 TOLL FREE 1-(800)-332-0164 ~ (gJ Northwest Pipe Company April 15, 2005 J & S Contractors Supply Company 4040 Grape St. Denver, CO 80216 To Whom It May Concern: This is a letter of certification that Northwest Pipe Company is the sole manufacturer of the POZ-LOC SOKET SYSTEM and the POZ-LOC SLIP BASE SYSTEM. Northwest Pipe Company certifies these products have been accepted by the Federal Highway Administration and approved by the State of Colorado, and meet specifications for breakaway traffic posts. The products are produced to State accepted specifications and approved by the Colorado DOT for use on all projects as well as for use by contractors in accordance with specific project specifications. Northwest Pipe Company further certifies that J & S Contractors Supply is a distributor of the POZ-LOC SOCKET and SLIPBASE SYSTEMS for sales to contractors and municipal agencies. Sincerely, !CrJ%!/1- -'-: ~v ark M'1Ginnis General Manager-Sales, Traffic Products Northwest Pipe Company 200 S.W. MARKET STREET. SUITE 1800 . PORTLAND, OREGON 97201 TELEPHONE (503)946-1200 . FAX (503) 240-6615 . WATS (800) 989-9631 . WWW.NWPIPE.COM ID ., . c.;'. ';'~:.>.,.,-. .:! '~\,;~;i :~:;' POZ-LOC@ '~~ (.....;"'(i. .."....,. . "" ~ .'.~.':: , C" ...-.,...... :' ", .,', . c". . " 'r:~~ i'u",". ~ ~. .n.:.. . ,,', , Slipbase System -..:. ,''''''' ."':",.:",' ~'lil(''' ,i' ..... ::';;;,'.. .:~ lJ;","_.~;+" It',,, ,:" "~'A-' ,. ...~ ,.' . :;.1,,";<1. .f~ -, ,'.: '-::. ,~,,'. ".. ,., ~" ,;.~ ~.. .~~>;." ,-~. ~;PEED L_IMIT f(5lNORTHWEST ~ TRAFFIC SYSTEMS PIP E COMPANY J r Zinc Plated Steel Split Locking Collar ~",.",'"..'..,.,.."'" .. '.'. . .;.... ~ Galvanized Steel Bolt Retainer Plate ~'.,. "". <;rW',), , ..~;r; ". . . 6 Ground Stub 3" Schedule 40 Pipe, 36" Hot Dip Galvanized with Triangular Plate ~ Welded To It ~ @) @) It Ii (g) Galvanized 27/8" aD Traffic Post In 2 Wall Thicknesses BWG 10 or Schedule 80 Galvanized Ductile Iron Slipbase Casting Retainer Nuts & Bolts COMPONENT SPECIFICATIONS The POZ-LOC" Slipbase System provides maximum occupant safety. The versatility, economy and ease of installation makes the POZ-LOC" Slipbase System the best choice for large sign installations. The POZ-LOC" Slipbase System meets or exceeds the requirements of NCHRP Report #350 and AASHTO. It also has FHWA approval. Posts per ASTM A-513 and A-653 or A-500 ENGINEERING DATA FOR POZ-LOC" POST POZ-LOC. 0.0. WALL WEIGHT SECTION YIELD POST SIZE (Nominal) MODULUS STRENGTH 2 1/2" BWG 10 2.875" 0.134" 3.921b/ft 0.754 in3 55,000 PSI (73.0 mm) (3.4 mm) (6.15 kglm) 12.35 cm~ (375 Mpa) 2 1/2" Sched ule 80 2.875" 0.276" 7.661b/ft 1.339 in3 46,000 PSI (73.0 mm) (7.1 mm) (11.41 kg/m) 21.94 cm3 (314 Mpa) POZ-LOC POST REQUIREMENTS AT VARIOUS WINP VELOCITIES SIGNS WIDTH X HEIGHT SIZE IN Sa. FT. Interstate Curve 4'x4' 16 Sq. Ft. Interstate Exit Speed 4' x 5' 20 Sq. Ft. Interstate Exit Marker 6' x 5' 30 Sq. Ft. Interstate Speed Limit 4' x 9' 36 Sq. Ft. ExAMPLE WALL (Nominal) For more information, including complete crash test results and detailed parts and assembly specifications, write, fax or call... NORTHWEST PIPE COMPANY TRAFFIC SYSTEMS ~ P.O. Box 2002 . Houslon, TX 77252-2002 . 6307 Toledo Sl . Houslon, TX 77008 800.369.5009 . 713.863.4300 . Fax 713.863.4350 . www.pozloc.com . Corporate: www.nwpipe.com \~ (g] Northwest Pipe Company - Traffic Systems POZ-LOC SLlPBASE SYSTEM Northwest Pipe Company's POl-LOC Slipbase Svstem is a multi ~ directional, breakaway traf- fic sign support system. The POl-LaC Slipbase System is composed of five components. The POl-LOC SIiDbase Ground Stub, is a 36" length of 3" Sch. 40 pipe hot dipped galvanized, with a triangular plate welded to its top. The second component is the POl-LOC Slipbase CastinQ, which slides onto the post functioning as the post support. The post is locked into the casting using the third component, the POl-LOC Lockinq Collar. The locking collar is a split ring, which is driven over the end of the post and tightened. It serves two functions, to keep the casting on the post at impact and acts as the upper slip surface. The POl-LOC Bolt Re- tainer Plate is the fourth component. It functions as the lower slip surface and keeps the bolts that connect the ground stub plate and the slipbase casting in proper alignment. The POl- LaC Traffic Post. the fifth Gomponent, is offered in one outside diameter, but in two wall thick- ness so that you may choose which post best meets your sign square footage and wind load design criteria. The posts are offered in 2 7/8" 00 BWG 10 pipe, which is a .134" nominal wall thickness and will support up to twenty (20) square feet of signage per post in a 90-mph wind zone. The second post is a 2 7/8" 00 schedule 80 pipe with a nominal wall thickness of .276" and can support signs up to fifty (50) square feet per post in a 90 mph wind zone. (Wind load calculations are based on the AASHTO 4th Edition-2001) The installation of the slipbase system requires the POl-LaC Ground Stub have a 12" diame- ter, 33" deep concrete foundation. The top of the base plate must be level and no more than 4" above the ground. The casting is slipped onto the end of the traffic post. The locking collar isptatred on the end of the post and torqued to 60 ft-Ibs. The locking collar keeps the upper casting from slipping off during an impact. The bolt retainer plate is then placed between the upper and lower bases and the nuts and bolts are inserted and torqued to a minimum of 60.ft- Ibs. As part of the POZ-LOC Slipbase System, Northwest Pipe offers a "T" and a "U" sign bracket designed for large and multiple sign installations. These supports simply slip over the top of the signpost and are bolted on using the pre-drilled holes. They can be used in place of or in conjunction with" Z .. bar in most installations. POl-LOC sign mounting brackets are used to attach the sign to the post support. Northwest Pipe's POl-LOC SLlPBASE SYSTEM meets FHWA. AASHTO and the NCHRP report 350 requirements for a breakawav sian sup- port svstem. 3 \) A B A A l -1~ -P Section A-A 181 o:!IJ rr!IJ K U-BOLT U-80LT TO BE MADE IN ACCORDANCE WITH STANDARD MANUFACTURING PROCEDURE 11/32" OR 3/8" DIASTOCK IS PERMISSIBLE AMERICAN STANDARD REGULAR SEMI-FINISHED HEX NUTS AND SPRING LOCK WASHERS. SLOT TO HOLD HEAD 3/8-16 X 1-1/4 GR 5 HEX HEAD BOLT. THE BOLT SHALL 1-1/4 LONG WITH FULL THREADS. ALSO - A GALVANIZED STEEL SELF-LOCKING HEX HEAD NUT. THE BOLT MUST NOT TURN IN SLOT. PIPE CLAMP CASTING PIPE CLAMP CASllNG SHALL BE ASTM B85 ALUMINUM ALLOY ANSI 360.0 USE WITH paZ-LaC ANCHOR SYSTEM AND POZ-LOC SLIP BASE SYSTEM STD PIPE SIZE 2 2-1/2 A 8 C D E 3-3/4 2-3/4 1-1/2 1-1/8 1/2 3/16 4-1/4 3-1/4 2 1-1/4 1/2 1/4 NOTE: ALL SIGN MOUNTING ClAMP PARTS NOT MADE FROM ALUMINUM SHALL BE GALVANIZED STEEL IN CONFORMANCE WITH ASTM A 153 CLASS C OR D OR MECHANICAL GALVANIZED B-695 CLASS 40. UNLESS OTHERWISE NOTED: ALL DIMENSIONS ARE IN INCHES WGL 1/31/99 F R1 RZ G K L 2-11/16 1-7/32 1-1/4 1-3/16 3-3/16 1-15/32 1-1/2 1-7/16 Northwest Pipe CO. POZ-LOC SIGN CLAMP 2" AND 2-1/2" SYSTEM DWG NO. SIGN CLAMP stEEr 1 OF 1 - 14 SLIP BASE CASTING ~- ) ZONE REV DE:ICRI'T1OH "'-"SION5 5/8" X 2W HEX BOLT - 3 REO'D. ~ ASTM A-325 OR 449 GALV. TO A-454 . GROUND STUB BASE ~~ ~O=Q ~ c:r=Q 2-7/S" LOCKING COLLAR BOLT KEEPER PLATE Unless Noted: Tolernaces per APPRlMIl Northwest Pipe Co. SLlPBASE ASSEMBLY DETAIL P. Lewis/L Peak D9 04 02 SIZE F$CN NO. A SCALE NTS DWl'J NO. REV SB SLlPBASE ASS'Y SHEEr IS QUICKLY INSTALLED WITHOUT DIGGING! WITHOUT CONCRETE! WITHOUT NUTS & BOLTS! WITHOUT THREADING! :J EASILY REUSED COST EFFECTIVE Northwest Pipe Traffic Systems, POZ-LOCIIl Socket System offers the simplest, most cost effective sign post anchor system installation available today. It is installed flush with the ground, which prevents damage to the socket system and the vehicle upon impact, making it the simplest to reuse. . .. . . ,. . CC "cC ..Cu:...,...,......... ..~~~.~. .~..~.~)~~ ...t.... .. .. f. c c .. C c. .. .. .. .. .. .t...... ~..,.... .. ..... ~..,.,...,.,~, ...... ....Cc..C ...... ...t...... . ". ~.."., ........ . "'.'~'" ...... .. .' .~.~~.~~ ~"w.-~~.~l t.~..l..... ...~..,.".'~..,h ..'."'. ....... ....Cc .cc ........ .. .. .""'1.. .It ....,... ...... .""'.' ,......,.... .... "Cc. .... .Cc .... .... ,. .. ......,.,...,.,... . .'" ~. ."" ...... .......,... . .fct......Cc..Cc ................... ......,.... .'... ...... ......... ."" ............1 :...,.....Cc .... .fc . ........ ..Cc ..C.c.Cc .cc '....Cc, .. ... ...... .. .... . [g] c p NOR T TRAFFIC P A N y o M P E H W E S SYSTEMS T I Iv (g] Northwest Pipe Traffic Systems POZ-LOC@ SOCKET SYSTEM The POZ-LOCi!) Socket System is designed for Type I small sign supports. The POZ-LOCi!) Socket System consists of: 1.A 2-3/8" 0.0. galvanized traffic post in various wall thicknesses, and lengths. The posts are available in clear or powder-coated colors. The traffic posts are supplied with or without a pre-punched thirteen-hole pattern (see the attached drawing). Custom hole-patterns are available on request (minimum quan- tities may apply). Sign mounting clamps are available for posts without holes, or for multiple sign applications. 2.A 2-7/8" 0.0. x 12 GA x 27" long galvanized tubular socket. The socket is pointed to facilitate driving into the ground and accepts a standard 2-3/8" 0.0. sign Post, which inserts into the socket. The socket is also available in longer lengths for soft soil conditions. 3.A galvanized wedge is driven between the socket and the post and functions to lock the post into the socket. Should the post be damaged, or otherwise need to be removed, the wedge can be re- moved with a wedge puller, another post inserted, and the wedge replaced without dis- turbing the socket. The tapered design of the wedge minimizes vandalism of the sign system. Other than the mounting of the signs, no additional hardware is required. The attached drawings illustrate the assembly and each of the parts. F.H.W.A. and A.A.S.H.T.O. under the current NCHRP Report #350 Car Crash Test Reauirements have approved Northwest Pipe Traffic Systems POZ-LOC Socket System. \~ (gl Northwest Pipe Traffic Systems POZ-LOC@ TRAFFIC POST Northwest Pipe Company, manufactures traffic posts to ASTM A-513 specifications for ERW Metallic Coated Carbon Steel Mechanical Tubing. The steel sheet desig- nation is ASTM A-653 G-90, 55,000 min. Yield Strength and 70,000 min. Tensile Strength. The galvanized post then has a clear or powder-coated color applied over the galvanizing, the performance of which is attached. The available colors are High-Visibility Yellow, Transit Black, National Park Brown, Interstate Green, and White. The traffic posts are supplied with or without a pre-punched fifteen-hole pattern (see the attached drawing). Custom hole-patterns are available on request (minimum quantities may apply). Sign mounting clamps are available for posts without holes. The tubular design of the POZ-LOC @ traffic post is superior in strength to weight ra- tio and torsional strength when compared to a channel post. t PQZ-LOC @ traffic posts are manufactured in nominal wall thicknesses of -.065(16 gage), .080(14 gage), and .095(13 gage) to accommodate wind load requirements for various sign sizes. F.H.W.A. and A.A.S.H.T.O. under the current NCHRP Report #350 Car Crash Test Reauirements have approved Northwest Pipe Traffic Svstems paZ-LaC @ Traffic Posts. \<6' [g] Northwest Pipe Traffic Systems TRAFFIC POST SPECIFICATIONS For POZ-LOC@ SOCKET SYSTEMS POST: CoatinQ: Galvanized only or color powder-coated and Galvanized. . Material: ASTM-A653, G90, HSLAS TYPE B, 55,000 min. Y.S. and 70,000 T.S. . Outside Diameter: 2.375 (2-3/8) . Wall Thickness: .065, .080, or .095 . Weiaht Per Foot: 1.604, 1.961. or 2.313 . Nominal Pipe Size: 2 Inch . Lenath: Available in 10ft, 11 ft, 12 ft, 13 ft, or 14 ft. . Holes: 15 - 3/8" holes punched to specifications (special hole patterns available upon request). Posts are electric resistance welded (ERW) I mechanical steel tubing conforming to ASTM A-513 speCifications made from hot dipped galvanized steel sheets per ASTM A-653 G-90 with the exception of heat identity and non-destructive testing. Galvanized posts have a minimum of .5 mill of clear acrylic polymer coating. Powder-coated Color is ap- plied over the galvanized posts to a minimum dry mil thickness of 3.0 mils. The posts are properly cleaned and pretreated to achieve the specified coating prop- erties. The available colors are High-visibility Yellow, Transit Black, National Park Brown, Interstate Green, and White. All posts have been approved by F.H.W.A. and AASHTO under the current NCHRP Report #350 requireme.nts. \q RI.V1SlONS ,\ppftCPvtC - NOTES: 1. MATERIAL: 3-1/2" (900) X 8-1/2" (215) X 11 GA. (3) ASTM A-526 G-90 GALVANIZED SHEET. zau: ~!V """""""'" 1119/16" (14) UNlESS OTHERWISE NOTED: TOLERANCES PER: ASTM A-536 (mm)= MIWMETERS Northwest Pipe CO. POZ-LOC WEDGE # 2813 WGL LEP Rev 12/22/00 szr: f5Ct.( NO. A SCALE N/A ... NO. "'" SlEET 1 OF 1 ~o NOTES: 1. MATERIAL: 2-7/8"(73) DIA X 12 GA(2.66) GALVANIZED TUBING ASTM A-787 2. WT. 7.2# lONE REV 2' -3" (685) -I DElICRf'TIOH f '1>2-7/8" (73) l Sockets are available in longer lengths for soft soil conditions. UNLESS OTH ERWlSE NOTED: TOLERANCES PER: ASTM A-536 ) = MIWMETERS WGL/LEP Rev 12/22/00 Il<VlSlIlN5 .lI>PRae \". o Northwest Pipe Co. paZ-LaC 2-7/8" O.D. SOCKET DOC NO. 5-2 SHEET 1 OF REV ~J lis CONTR,\CTORS SUP P L 1. CO. "CERTIFICATE OF COMPLIANCE" Date: 05/08/06 Contractor: Ko1be Striping Project No.: Aspen Job, SH 82, located in Pitkin County I hereby certify that the materials used and furnished by us for the above project meet specifications required by the Colorado Department of Transportation. -ALUMINUM SHEETING CLASS I,II,III- 5052H38, .080, .100 and / or .125 thickness Manufactured by Alcoa Mill Products. -REFLECTIVE SHEETING HIGH INTENSITY GRADE- Reflective surface sheeting high intensity grade. Durable retro reflective sheeting consist of optical lens elements adhered to a synthetic resin and encapsulated by a flexible transparent plastic that has a smooth surface Manufactured by Minnesota Mining & Manufacturing Company. -POZ LOC SYSTEM- Please see attached. This is to certify that the materials shipped meets the requirements of the above contract Specifications and special provisions. Materials meet the requirements of AASHTO-180. The material covered by these certifications are American- Made with all manufacturing processed entirel within the United States of America. We further certify that 11 materials have been hot dipped galvanized to ASTM-123 an hardware to ASTM-153. /*d Fede1/ President By: before me 4040 GRAPE ST. . DENVER, COLORADO 80216 PHONE (303) 388-4683 . FAX (303) 388-2076 TOLL FREE 1-(800)-332-0164 ~~ JfS CONTR,\CTORS SUPPLY CO. "CERTIFICATE OF COMPLIANCE" Date: 05/08/06 Contractor: Kolbe Striping Project No.: Aspen Job, SH 82, located in Pitkin County I hereby certify that the materials used and furnished by us for the above project meet specifications required by the Colorado Department of Transportation. -ALUMINUM SHEETING CLASS 1,11,111- 5052H38, .080, .100 and / or .125 thickness Manufactured by Alcoa Mill Products. -REFLECTIVE SHEETING HIGH INTENSITY GRADE- Reflective surface sheeting high intensity grade. Durable retro reflective sheeting consist of optical lens elements adhered to a synthetic resin and encapsulated by a flexible transparent plastic that has a smooth surface Manufactured by Minnesota Mining & Manufacturing Company. -POZ LOC SYSTEM- Please see attached. This is to certify that the materials shipped meets the requirements of the above contract Specifications and special provisions. Materials meet the requirements of AASHTO-180. The material covered by these certifications are American- Made with all manufacturing processed entirel within the United States of America. We further certify that 11 materials have been hot dipped galvanized to ASTM-123 an hardware to ASTM-153. fM~ Fedel.I President before me 4040 GRAPE ST. . DENVER, COLORADO 80216 PHONE (303) 388-4683 . FAX (303) 388-2076 TOLL FREE 1-(800)-332-0164 }? CLAIM RELEASE Contractor For valuable consideration, the sufficiency of which is hereby acknowledged, the undersigned Contractor hereby releases the City of Aspen and waives all rights to file a claim for labor, services, machinery, tools, equipment, Or materials furnished prior to April 17, 2006, while engaged as a Contractor for the work on the SH 82 / Main St Signing and Striping Project, in the City of Aspen, Pitkin County, Colorado. Furthermore, the undersigned waives any and all rights the undersigned may have to file a lien, notice of claim, lis pendens or legal action against the City of Aspen, pursuant to Section 38-26-l07, C.R.S., or to make any claim whatsoever against the City of Aspen, or its bond, for labor services, supplies, machinery, tools, equipment or materials furnished in connection with the above describeq work.. In the event an employee or agent or other person hired by the undersigned Contractor to perfornl the work under the contract brings a claim against the City of Aspen for payment of labor or materials, or both, the undersigned Contractor agrees to indemnify the City of Aspen and to satisfy fully any such claim brought against the City of Aspen, its employees and officers. Corporate Seal ""c.. Attest: By: STATE OF COLORADO' ) ) SS. COUNTY I:::::Dvo.'j\o..<;, ) Before me::1 ~ I.......... {'\"\ &- ~"".J ~ , a notary public and for 'X>~~ County, Colorado personally appeared ~c..",--l ('...., t:>.&> n1~ known to m, personally to be the person(s) whose signature(s) in my presence this ~C-" +l-- day of ~ ~ , A.D. +99 ;2.00 \., . ",,<,-~'-:\F-'~! ~, .Nrnrtiis~l'. . es: \C \ \D \01.0 '. "'9' ~ . . '. J-....o "'..{f'. 'Ii ~',.:t,;} r ~~.~'~:':: ;', . ,~.._~- CR' 971 DOCMy'COmmiSSiQ.n);j;4~&o;OI~O)JOO/l.16 .. . ***CR2 Sii ~",j ,,~ JUN ? 9 7006 CLAIM RELEASE Sub-Contractor For valuable consideration, the sufficiency of which is hereby acknowledged, the undersigned Sub- Contractor hereby releases the City of Aspen and waives all rights to file a claim for laboT, services, machinery, tools, equipment, or materials furnished prior toL{J~t:jptNhile engaged as a Sub-Contractor to Ko I be S-trl{> I n,3 ' the Contractor, for the work on the ~1~.92Project, in the City of Aspen, Pitkm County, Colorado. Furthermore, the undersigned waives any and all rights the undersigned may have to file a lien, notice of claim, lis pendens OT legal action against the City of Aspen, pursuant to Section 38-26-107, C.R.S., or to make any claim whatsoever against the City of Aspcn, or its bond, for labor services, supplies, machinery, tools, equipment or materials furnished in connection with the above described work.. In the event an employee or agent or other person hired by the undersigned Sub-Contractor to perform the work under the contract brings a claim against the City of Aspen fOT payment of labor or materials, or both, the undersigned Sub-Contractor agrees to indemnify the City of Aspen and to satisfy fully any such claim brought against the City of Aspen, its employees and officers. Attest: Corporate Seal STATE OF COLORADO ) ) ) SS. COUNTY .)5DefJ Ttee0e('v,:Cf2/ ']:r;c, ( By~J) ~I~"' ?~<,M Before mel)o n V\ ex.. JI\I\ - yo 'j T . ' i 1.1otary public and for Gti.~-{; ~\~County, Colorado personally appeared Pau.l Manso/, I ( known to me personally to be the person(s) whose signature(s) in my presence this Ol '3 day of :.:To he.. , A.D. 202k. My commitl~ion expires: /0/ /'cIOG /' ,...1'"' I'rj.~" " ' ... "'I <j.. .....'" ".. (Sea.!)-", .... . '- ,t ";-', o ,~~~-4 ~~ -" ...~) I.,' );:> () J.. ~, o (-'. ". '-. <" "' <c.'-. "_.... " c:.; , . '. .<" ). . ". -, if .... CIU.971.DOC ", ......11...,'1'\'... "h ~J). Yl' ~ ~ Notary (jbliC RECEIVED JUN 2 9 2006 SGM }~ ".CR2 CLAIM RELEASE Sub-Contractor For valuable consideration, the sufficiency of which is hereby acknowledged, the undersigned Sub- Contractor hereby releases the City of Aspen and waives all rights to file a claim for labor, services, machinery, tools, equipment, Or materials furnished prior to"".h/~while engaged as a Sub-Contractor to !nJf;& S1P./(JIAJo/ ,~AfiJ, ,the Contractor, for the work on the >-c..e./1(2 tJ'11<tect, in the City of Aspen, Pitkin County, Colorado. Furthermore, the undersigned waives any and all rights the undersigned may have to file a lien, notice of claim, lis pendens or legal action against the City of Aspen, pursuant to Section 38-26-107, C.R.S., or to make any claim whatsoever against the City of Aspen, or its bond, for labor services, supplies, machinery, tools, equipment or materials furnished in connection with the above described work.. In the event an employee or agent or other person hired by the undersigned Sub-Contractor to perform the work under the contract brings a claim against the City of Aspen for payment of labor or materials, or both, the undersigned Sub-Contractor agrees to indemnify the City of Aspen and to satisfy fully any such claim brought against the City of Aspen, its employees and officers. Attest: Corporate Seal STATE OF COLORADO ) ) ) SS. COUNTY By' A-l TftAFRC CONTROL & BARRICADE, INC. 32597 Hwy 6 & 24 Silt, CO 81652 (970) 676-0738 I=~. (1l70l R76-0307 - Before me m ~W/o..- VO.o Q;/)(l,,- f'''-. , a notary public and for rtY"JAt ~ ,;d County, Colorado personally appeared 5110 AOl'l 1 ~A..o.iA known to m personally to be the person(s) whose slgnature(s) 111 my presence this 8 I day of )i, .l-rUL ,A.D. 20{2k. - CR2.91J.DOC My Commission Expires 07/1012000 (Y\ e.. 0 ~ \/(1 Q airY" ~D~ Notary Public RECEIVED JUN 2 9 ZLl06 SGM ~ U*CR2 [JiJ CONTRACT FOR CONSTRUCTION The Gill' of nsuen Gill' nnome\'':; OIfice THIS AGREEMENT, made and entered into on Colorado, hereinafter called the "City", and , hereinafter called the "Contractor". , by and between the CITY OF ASPEN, Kolbe Striping, Incorporated WHEREAS, the City has caused to be prepared, in accordance with the law, specifications and other Contract Documents for the work herein described, and has approved and adopted said documents, and has caused to be published, in the manner and for the time required by law, an advertisement, for the project: 2006 - 018 S -Curve Safety Imp. WHEREAS, the Contractor, in response to such advertisement, or in response to direct invitation, has submitted to the City, in the manner and at the time specified, a sealed Bid in accordance with the terms of said Invitation for Bids; and, WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined, and canvassed the Bids submitted in response to the published Invitation for Bids therefore, and as a result of such canvass has determined and declared the Contractor to be the lowest responsible and responsive bidder for the said Work and has duly awarded to the Contractor a Contract For Construction therefore, for the sum or sums set forth herein; NOW, THEREFORE, in consideration of the payments and Contract for Construction herein mentioned: 1. The Contractor shall commence and complete the construction of the Work as fully described in the Contract Documents. 2. The Contractor shall furnish all of the materials, supplies, tools, equipment, labor and other services necessary for the construction and completion of the Work described herein. 3. The Contractor shall commence the work required by the Contract Documents within seven (7) consecutive calendar days after the date of "Notice To Proceed" and will complete the same by the date and time indicated in the Special Conditions unless the time is extended in accordance with appropriate provisions in the Contract Documents. 4. The Contractor agrees to perform all of the Work described in the Contract Documents and comply with the terms therein for a sum not to exceed One Hundred Nine Thousand Three Hundred Thirty Five ($. 109 :n'i 00 ) DOLLARS oras shown onthe BID proposal. 5. The term "Contract Documents" means and includes the documents listed in the City of Aspen General Conditions to Contracts for Construction (version GC97-2) and in the CC1.971 doc Page 1 "CC1 f(-~ Special Conditions. The Contract Documents are included herein by this reference and made a part hereof as if fully set forth here. 6. The City shall pay to the Contractor in the manner and at such time as set forth in the General Conditions, unless modified by the Special Conditions, such amounts as required by the Documents. 7. This Contract For Construction shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors, and assigns. Notwithstanding anything to the contrary contained herein or in the Contract Documents, this Contract For Construction shall be subject to the City of Aspen Procurement Code, Title 4 of the Municipal Code, including the approval requirements of Section 4-08-040. This agreement shall not be binding upon the City unless duly executed by the City Manager or the Mayor of the City of Aspen (or a duly authorized official in hislher absence) following a resolution of the Council of the City of Aspen authorizing the Mayor or City Manager (or a duly authorized official in his/her absence) to execute the same. 8. This agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the City and the Contractor respectively and their agents, representatives, employees. Successors, assigns, and legal representatives. Neither the City nor the Contractor shall have the right to assign, transfer or sublet his or her interest or obligations hereunder without the written consent of the other party. 9. This agreement does not and shall not be deemed or construed to confer upon or grant to any third party or parties, except to parties to whom the Contractor or the City may assign this Contract For Construction in accordance with the specific written consent, any rights to claim damages or to bring suit, action or other proceeding against either the City or the Contractor because of any breach hereof or because of any of the terms, covenants, agreements or conditions herein contained. 10. No waiver of default by either party of any terms, covenants or conditions hereof to be performed, kept and observed by the other party shall be construed, or operate as, a waiver of any subsequent default of any of the terms, covenants or conditions herein contained, to be performed, kept and observed by the other party. 11. The parties agree that this Contract For Construction was made in accordance with the laws of the State of Colorado and shall be so construed. Venue is agreed to be kept exclusively in the courts of Pitkin County, Colorado. 12. In the event that legal action is necessary to enforce any of the provisions of this Contract for Construction, the prevailing party shall be entitled to its costs and reasonable attorney's fees. 13. This Contract For Construction was reviewed and accepted through the mutual efforts of the parties hereto, and the parties agree that no construction shall be made or presumption shall arise for or against either party based on any alleged unequal status of the parties in the negotiation, review or drafting of this Contract For Construction. CC 1-971.doc Page 2 "CC1 }~ 14. The undersigned representative of the Contractor, as an inducement to the City to execute this Contract For Construction, represents that he/she is an authorized representative of the Contractor for the purposes of executing this Contract For Construction and that he/she has full and complete authority to enter into this Contract For Construction for the terms and conditions specified herein. IN WITNESS WHEREOF, the parties agree hereto have executed this Contract For Construction on the date first above written. ~ Title: RECOMMENDED FOR APPROVAL: APPROVED AS TO FORM: BY~~ orney City Engineering Department ::NT~Tj n2 \ Title: President Note: Certification of Incorporation shall be executed if Contractor is a Corporation. If a partnership, the Contract shall be signed by a Principal and indicate title. CC1-971.doc Page 3 HCC1 t~ CERTIFICATE OF INCORPORATION (To be completed if Contractor is a Corporation) STATE OF Colorado ) ) SS. ) COUNTY OF Douglas On this 30th day of March , 18:20 0 6before me appeared Paul Geerdes , to me personally known, who, being by me first duly sworn, did say that sihe is President of Kolbe Striping, Incorporated and that the seal affixed to said instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors, and said deponent acknowledged said instrument to be the free act and deed of said corporation. ~-7 ~~t' b - lrs a ove ~ My COi1'mission Expires 1011012006 550 Topeka Way, Castle Rock, CO 80109 Address My commission expires: 10/10/2006 ~o CC 1-971.doc Page 4 "CC1 BOND NO. 34BCSDU5203 PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: Tliat we, the undersigned, as, Kolbe Striping, Inc. (l-'nnClpal'S Name) having a legal business address 550 Topeka Way. Castle Rock, CO SOl09 at a Colorado C~rporation lr..;orporatlon, l-'artnersMlp, or JnClVIOUal) as Principal, hereinafter called "Principal", and Hartford Fire Insurance Company (Name of ;:iurelYJ 7670 S. Chester Street, 3rd Floor, Englewood, CO 80217 (Address of Surety) a corporation organized under the laws of the State of Connecticut' , and qualified to transact business in the State of Colorado, hereinafter called "Surety'. are held and firmly bound unto the City of Aspen, a Colorado home rule municipality, as Obligee, hereinafter called "City", in the amount of: One Hundred Nine Thousand Three Hundred Thirty Five & No/lOO ($109,335.0~ in lawful money of the United States for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly unto these present. WHEREAS, Principal has by written agreement dated , 199_, entered into a contract with City for Project No. 2006-018 * in accordance with the Contract Documents which Contract Documents is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, if Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Contract during the original term thereof, and any extensions thereof which may be granted by the City, with or without notice to the SuretY and during the guaranty period, and if Principal shall satisfy all claims and demands incurred under such Contract, and shall fully indemnify and save harmless City from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the City all outlay and expense which the City may incur in making good any default, then this obligation shall be void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the City. Whenever Principal shall be, and declared by City to be in default under the Contract, the City having performed City's obligation hereunder, the Surety may promptly remedy the default or shall promptly: (1) Complete the Contract in accordance with its terms and conditions, or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the City elects, upon determination by the City and Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and City, and make available as work progresses (even though there should be a default or succession of defaults under the Contract or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract price" as used in this paragraph, shall mean the total amount payable by City to Principal under the Contract and any amendments thereto, less the amount properly paid by City to Principal. *S-Curve Safety Improvements State Highway 82/Main Street Transit Lane Signing and Striping No\TlONAl.,6SSOCIATlONOF .....,.,"""""""""'" Page 1 :;} PB1-971.doc MEMBER MOODY INSURANCE AGENCY, INC. 11II 3773 CHERRY CREEK NORTH DRIVE, SUITE 800 DENVER, COLORADO 80209-3804 PHONE: (303) 824-6600 (3) Any contract or succession of contracts entered into hereunder for the completion of the Contract, shall also be subject to this bond as part ofthe original Contract obligations. This bond is intended to be in satisfaction of, and in addition to, the bond required pursuant to Section 38-26- 106, C.R.S., as amended. This bond, as a penalty and indemnification bond, shall also entitle City to recover as part of the completion of the Contract or the payment of any labor or material costs hereunder, actual and consequential damages, Iiq uidated and unliquidated damages, costs, reasonable attorneys fees and expert witness fees, including, without limitations, the fees of engineering or architectural consultants. Surety, for Value received, hereby stipulates and agrees that to indemnify and save harmless the City to the extent of any and all payments in connection with the carrying out of the contract which the City may be required to make under the law by any reason of such failure or default ofthe Principal. Further, Surety and Principal shall protect, defend, indemnify and save harmless the City's officers, agents, servants, and employees from and against all claims and actions and all expenses incidental to the defense of such claims or actions, based upon or arising out of injuries or death of persons or damage to property caused by, or sustained in connection with, this Contract by conditions created thereby, and on request of the City will assume the defense of any claim or action brought against the City. . No right of action shall accrue on this Bond to or for the use of any person or corporation other than the City named herein orthe employees, agents, administrators or successors of City. SIGNED AND SEALED this ~o day of Attest: b~ PRINCIPAL: KOlbeJt~ing. By: ~ cJ) ~~ Inc. Title: ( By' Attest-/2-"'- <- ;~ .~~ l~i l}~"'.', Vera T. Kalba. Witness (seal) Title: NOTE: Accompany this bond with certified copy of General Power of Attorney from the Surety to include the date of the bond. (Date of Bond must not be prior to date of Contract.) If Principal is Partnership, all partners should execute Bond. PB1-971.doc .. PSi Page 2 )"v BOND NO. 34BCSDU5203 PAYMENT BOND KNOW ALL PERSONS BY THESE PRESENTS: That we, the undersigned, as, Kolbe Striping. Inc. having a legal business (PnOClpal's Name) add~ssat 550 Topeka Way, Castle Rock, CO 80109 tPnnclpal S AddresS) a Colorado Corporation (Corporation, Partnership, or IndIVidUal) , as Principal, hereinafter called "Principal", and Hartford Fire Insurance Compan~ {Surety s Name) 7670 S. Chester Street, 3rd Floor, Englewood, CO 80217 (Surety's AddreSS) a corporation organized under the laws of the State of Connecticut ,and qualified to transact business in the State of Colorado, hereinafter called "Surety", are held and firmly bound unto the City of Aspen, a Colorado home rule municipality, as Obligee, hereinafter called "City', in the amount of: One Hundred Nine Thousand Three Hundred Thirty Five & No/100 ($109,335.09. in lawful money of the United States for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly unto these present. WHEREAS, Principal has by written agreement dated , 19_, entered into a contract with City for a project entitled:. Project No. 2Q06-018 S-Curve Safety Improvements State Highway 82/ * in accordance with the Contract Documents which Contract Documents is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make'payment to all claimants hereinafter defined, for all labor and material used or reasonably required for the use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: 1. A Claimant is defined as having a direct contract with the Principal or with subcontractor of the Principal for labor, material, or both, used or reasonably required for the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone seNice or rental equipment directly applicable to the Contract. 2. The above-name Principal and Surety hereby jointly and severally agree with the City that every claimant as herein defined who has not.been paid in full before the expiration of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed or materials were fumished by such claimant, may sue on this bond for use of such sums as may be justly due claimant, and have execution thereon. The City shall not be liable for the payment of any costs or expenses of any such suit 3. No suit or action shall commence hereunder by any claimant: (a) Unless claimant, other than one having a direct contract with the Principal shall have given written notice to any of the following: The Principal, the City, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the material for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were fumished, or for whom the work of labor was done or performed. Such notice shall be seNed by mailing the same registered mail or certified mail, postage prepaid, in an envelope addressed to the Principal, City or Surety, at any place where an office is regularly maintained for the transaction of business, or seNed in any manner in which legal process may be seNed in the State of Colorado. *Main Street Transit Lane Signing and Striping YB1-971.doc "YB1 Page: 1 ~"OOWJ..A$SOCIAl1ONOl' Sl.JRETY~PRODIJCEJ\S MOODY INSURANCE AGENCY, INC. 3773 CHERRY CREEK NORTH DRIVE, SUITE 800 DENVER, COLORADO 80209-3804 PHONE: (303) 824-6600 '!;'!J MEMBER IImI (b) After the expiration of one (1) year following the date on which Principal ceased work on said Contract, it being understood, however, that if any limitation embodied in this Bond is prohibited by any law controlling the construction hereof, such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such iaw. (c) Other than in a state of competent jurisdiction in and for the County of Pitkin, State of Colorado. 4. The amount of this Bond shall be reduced to the extent of any payment or payments made hereunder, inclusive of the payment by surety of liens or claims which may be filed of record against the improvement(s), whether or not claim for the amount of such lien be presented under and against this Bond. 5. This Bond is intended to be in satisfaction of, and in addition to, the bond required pursuant to Section 38-26- 105, C.R.S., as amended. 6. No final settlement between the City and Principal shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. SiGNED AND SEALED this 30 day of /JJ~ .<" ~ Attest :~]~ !)lYfSJPing. ?~. Inc. Title: (seal) Title: ~.-:-. / - Attest /~C -. (~<0"----; Vera T. Kaiba. Wltness C c 'i( c)~ ~-j.~ NOTE: Accompany this bond with certified copy of General Power of Attorney from the Surety Company to include the date of the bond. (Date of Bond must not be prior to date of Contract). If Principal is a Partnership, all partners should execute Bond. YB1-971.doc **YB1 Page; 2 ~~ POWER OF ATTORNEY J<:NOW ALL PERSONS BY THESE PRESENTS THAT: Direct Inquiries/Claims to: THE HARTFORD BOND, T-4 P.O. Box 2103.690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 Agency Code: 34-341006 CR:::J Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut CR:::J Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana CR:::J Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut o Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut o Twin City Fire Insurance Company, a corporation duly organized under the laws of the State oflndiana o Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois o Hartford Insurance Company of the Midwest. a corporation duly organized under the laws of the State of Indiana o Hartford Insurance Company of.the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint. up to the amount of unlimited: Evan E. Moody, Brad Moody, Vera T. Kalba, Daniel S. Finholm, D.N. Broyles, Karen A. Feggestad of Denver, CO their true and lawful Attorney(s)-in-Fact. each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ~, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof. on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto alfixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ~'t~ ~i~i;~ \~."'~' ~$)7 ,~~ Ei ,..........-": ~'/ ~~~ f~O 0\. ~ ~ '0~\~, , ,') '\.{\;~ Paul A. Bergenholtz. Assistant Secretary David T. Akers. Assistant Vice President STATE OF CONNECTICUT} ss. COUNTY OF HARTFORD On this 4th day 01 August. 2004, belore me personally came David T. Akers, to me known. who being by me duly sworn, did depose and say: that he resides in the County of Hampden. Commonwealth 01 Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seais; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. Hartford t!J,.'...."':,'::.). ,;~:\ 15~. -l97~~fj ~"..,."-;~......{,-$,l ~'..~~ ,,!)~7:!:/ g Scott E. paseka Notary Public My Corrunission Expires October 31, 2007 /.~::{b.")(V -;i;t~=it "( . /' (, ' ~ Gary W. Stumper, Assistant Vice President PO A lCG<\