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HomeMy WebLinkAboutCORRESPONDENCE - PURCHASE ORDER - 9200633Official Purchasing Document Last updated 10/2017 SERVICES AGREEMENT THIS AGREEMENT made and entered into the day and year set forth below by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and ABC CONCRETE CO., INC., hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit A, consisting of fifteen (15) pages and incorporated herein by this reference. Irrespective of references in Exhibit A to certain named third parties, Service Provider shall be solely responsible for performance of all duties hereunder. 2. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated within five (5) days following execution of this Agreement. Services shall be completed no later than April 15, 2020. Time is of the essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed by the parties. 3. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. 4. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following addresses: Service Provider: City: Copy to: ABC Concrete Co., Inc. Attn: Wil Stevens PO Box 2489 Fort Collins, CO 80522 City of Fort Collins Attn: Ryan Kogut PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service MISC SA - ABC Concrete Co., Inc. Page 1 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 Official Purchasing Document Last updated 10/2017 Provider's sole right and remedy for such termination. 5. Contract Sum. The City shall pay the Service Provider for the performance of this Contract, subject to additions and deletions provided herein, Twenty-Three Thousand Seven Hundred Dollars ($23,700) as per the attached Exhibit A, consisting of fifteen (15) pages, and incorporated herein by this reference. 6. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 7. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 8. Subcontractors. Service Provider may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor and the City, nor will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Service Provider. 9. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 10. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. 11. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. MISC SA - ABC Concrete Co., Inc. Page 2 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 Official Purchasing Document Last updated 10/2017 b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twelve (12) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 12. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 13. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non-defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and costs incurred because of the default. 14. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 15. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit B, consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service MISC SA - ABC Concrete Co., Inc. Page 3 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 Official Purchasing Document Last updated 10/2017 Provider before commencing services hereunder, shall deliver to the City's Purchasing Director, P. O. Box 580, Fort Collins, Colorado 80522, one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. 16. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 17. Law/Severability. The laws of the State of Colorado shall govern the construction interpretation, execution and enforcement of this Agreement. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision of this Agreement. 18. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the “Department Program”), an employment verification program established pursuant to Section 8- 17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the MISC SA - ABC Concrete Co., Inc. Page 4 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 Official Purchasing Document Last updated 10/2017 notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 19. Dust Control. The Service Provider shall abide by the City of Fort Collins “Dust Control and Prevention Manual,” which is available for public download at https://www.fcgov.com/airquality/pdf/dust-prevention-and-control-manual.pdf, and is incorporated herein by this reference. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. MISC SA - ABC Concrete Co., Inc. Page 5 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 Official Purchasing Document Last updated 10/2017 THE CITY OF FORT COLLINS, COLORADO By: Gerry Paul Purchasing Director DATE: ATTEST: APPROVED AS TO FORM: ABC CONCRETE CO., INC. By: Printed: Title: CORPORATE PRESIDENT OR VICE PRESIDENT Date: MISC SA - ABC Concrete Co., Inc. Page 6 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 Wil Stevens 3/13/2020 v.P. Assistant City Attorney ll 3/13/2020 City Clerk Official Purchasing Document Last updated 10/2017 EXHIBIT A SCOPE OF SERVICES/COMPENSATION MISC SA - ABC Concrete Co., Inc. Page 7 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 Official Purchasing Document Last updated 10/2017 MISC SA - ABC Concrete Co., Inc. Page 8 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 10 SITE 9 16 15 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE COVER SHEET 02/05/2020 1''=2000' N/A SB MPO 1320-012-38 1 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 vicinity map Scale: 1"=1000' PROJECT DATUM: HORIZONTAL: COLORADO STATE PLANE NORTH ZONE COORDINATES NAD 83(2011) DATUM VERTICAL: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BENCHMARKS: BENCHMARK 1: CITY OF FORT COLLINS BM #36-97 ON THE WEST END OF THE SOUTH HEADWALL OF THE BRIDGE OVER THE NEW MERCER CANAL AT VINE DRIVE JUST EAST OF MERCER DRIVE. ELEVATION=5064.31 BENCHMARK 2: CITY OF FORT COLLINS BM #10-07 SOUTHEAST CORNER OF TAFTHILL ROAD AND LAPORTE AVENUE ON THE NORTHEAST WINGWALL OF THE BRIDGE OVER AN IRRIGATION DITCH. ELEVATION=5062.84 NOTE: IF NGVD29 IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED= NAVD88 - 3.20' ENGINEER Interwest Consulting Group 1218 W. Ash, Suite A Windsor, Colorado 80550 PH. 970.460.1091 Contact: Skylar Brower STRUCTURAL ENGINEER SAN Engineering, LLC 1150 W. Littleton Blvd Littleton, COLORADO 80120 PH. 303.953.9014(x111) N. TAFT HILL ROAD LARIMER CANAL NO. 2 CITY OF FORT COLLINS NATURAL AREAS CITY OF FORT COLLINS SOLITAIRE HOMES EAST LLC 413 N TAFT HILL RD GREYBAR, WILLIAM 417 N TAFT HILL RD GREEN, ROBERT 501 N TAFT HILL RD KROOK, COLTON 503 N TAFT HILL RD MAPLE, DOROTHY 330 N TAFT HILL RD SPINDEL, MIRANDA TRAIL TYPICAL SECTION STA 3+76 TO STA 4+25 TRAIL TYPICAL SECTION STA 4+25 TO STA 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE SURVEY CONTROL PLAN 02/05/2020 1''=20' 1"=2' SB MPO 1320-012-38 2 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 PRELIMINARY 0 30' 30 15 30 60 SCALE: 1" = MISC SA - ABC Concrete Co., Inc. Page 10 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 LARIMER CANAL NO. 2 N. TAFT HILL ROAD DITCH RIDER ACCESS ROAD DITCH RIDER ACCESS ROAD 5045 5050 5055 5060 5045 5050 5055 5060 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE BRIDGE PLAN AND PROFILE 02/05/2020 1''=20' 1"=2' SB MPO 1320-012-38 3 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 PRELIMINARY 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' MISC SA - ABC Concrete Co., Inc. Page 11 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 DITCH RIDER ACCESS ROAD DITCH RIDER ACCESS ROAD 5040 5045 5050 5055 5040 5045 5050 5055 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE TRAIL PLAN & PROFILE 02/05/2020 1''=20' 1"=2' SB MPO 1320-012-38 4 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 PRELIMINARY 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' MISC SA - ABC Concrete Co., Inc. Page 12 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 5035 5040 5045 5050 5035 5040 5045 5050 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE TRAIL PLAN & PROFILE 02/05/2020 1''=20' 1"=2' SB MPO 1320-012-38 5 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 PRELIMINARY 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' MISC SA - ABC Concrete Co., Inc. Page 13 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 5030 5035 5040 5045 5030 5035 5040 5045 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE TRAIL PLAN & PROFILE 02/05/2020 1''=20' 1"=2' SB MPO 1320-012-38 6 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 PRELIMINARY 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' MISC SA - ABC Concrete Co., Inc. Page 14 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 W. VINE DRIVE 5035 5040 5045 5050 5035 5040 5045 5050 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE TRAIL PLAN & PROFILE 02/05/2020 1''=20' 1"=2' SB MPO 1320-012-38 7 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 PRELIMINARY 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' MISC SA - ABC Concrete Co., Inc. Page 15 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL & BRIDGE GENERAL STRUCTURAL NOTES 01/29/20 - - - - #### S01 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH M-206-2. STRUCTURE EXCAVATION AND BACKFILL SHALL BE AS SHOWN ON THE PLANS, EXCEPT SHORING MAY BE REQUIRED FOR EXCAVATION ADJACENT TO THE EXISTING ROADWAY. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS II FINAL FINISH TO 1 FOOT BELOW THE GROUND LINE UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE NON-EPOXY COATED UNLESS OTHERWISE NOTED. E DENOTES EPOXY COATED REINFORCING STEEL. THE FOLLOWING TABLE GIVES THE MINIMUM CLASS A (STAGGERED) LAP SPLICE LENGTH FOR EPOXY COATED REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 30% FOR HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW (TOP BARS). BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH FOR 1'-5" 1'-9" 2'-7" 3'-0" 3'-5" 4'-3" 5'-3" 6'-3" CLASS D CONCRETE WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPOXY COATED REINFORCEMENT FOR BLACK REINFORCING BARS, THE MINIMUM LAP SPLICE SHALL BE AS DESCRIBED ABOVE. THE FOLLOWING TABLE GIVES THE MINIMUM CLASS A (STAGGERED) LAP SPLICE LENGTH FOR BLACK REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 30% FOR HORIZONTAL BARS SWITH MORE THAN 12" OF CONCRETE BELOW (TOP BARS). BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH FOR 1'-2" 1'-5" 1'-9" 2'-0" 2'-4" 2'-10" 3'-6" 4'-2" CLASS D CONCRETE THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 30 PERCENT FOR NON-STAGGERED SPLICES. THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 20 PERCENT FOR 3 BAR BUNDLES AND 33 PERCENT FOR 4 BAR BUNDLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE BRIDGE GENERAL LAYOUT 01/29/20 - - - - #### S02 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. BRIDGE PLAN 1" = 5' 1 BRIDGE TYPICAL SECTION N.T.S. 45'-0" PREFABRICATED PEDESTRIAN BRIDGE BACK FACE ABUT - BACK FACE ABUT 42'-4" CLEAR BETWEEN ABUTMENTS 46'-10" APPROACH SLAB STA 7+52.83 ELEV. 5051.50 EXISTING GRADE PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE CONCRETE BRIDGE DECK STA. 7+06.00 ELEV. 5051.50 CAISSON (BEYOND) 5'-0" 5'-0" 10'-41 2" 3'-6" 1'-3" 4'-6" MAX. 21 4" 2 1 4" 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE CAISSON DETAILS 01/29/20 - - - - #### S03 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 2 18"Ø CAISSON DETAIL EST. ELEV. OF TOP OF UNWEATHERED BEDROCK (SEE NOTES) LOCATION ABUTMENT 1 ESTIMATED TIP ELEVATION (SEE NOTES) EST. CAISSON LENGTH (FT) MAX. FACTORED LOAD (KIP) 18" 5027.00 73 1. NOMINAL END BEARING PRESSURE IN BEDROCK = 72.0 KSF 2. NOMINAL SIDE SHEAR RESISTANCE IN BEDROCK = 4.4 KSF 3. CAISSON CONCRETE SHALL BE CLASS BZ. 4. IF REINFORCING SPLICES ARE REQUIRED, MINIMUM LAP LENGTH SHALL BE AS FOLLOWS: BAR CLASS A CLASS B #6 2'-0" 2'-6" 5. REFER TO ABUTMENT DETAILS FOR ABUTMENT CAP REINFORCING DETAILS. 6. REFER TO CAISSON LAYOUT FOR CAISSON LOCATIONS. 7. DENSE TO VERY DENSE SAND, GRAVEL, AND COBBLES IS DEFNIED AS THAT HAVING NUMBER OF BLOW (SPT) GREATER THAN OR EQUAL TO 60 BLOWS PER FOOT. 8. TEMPORARY CASING AND DEWATERING ARE LIKELY TO BE REQUIRED DUE TO THE PRESENCE OF NATURAL SAND AND COBBLES AS WELL AS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE ABUTMENT PLAN AND ELEVATION 01/29/20 - - - - #### S04 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1 ABUTMENT PLAN 4" 6'-2" 18"Ø CAISSON (BELOW) PREFABRICATED BRIDGE SUPERSTRUCTURE APPROACH SLAB LEDGE (BELOW) 6'-2" 4" 10" 5'-0" WINGWALL C BRIDGE ANCHOR BOLTS (TYP) APPROACH HANDRAIL (TYP) 1'-5" 10" 2'-3" APPROACH SLAB LEDGE (BEHIND) TOP OF WINGWALL (TYP) CONSTRUCTION JOINT (TYP) 18"Ø CAISSON (TYP) BRIDGE BEARING SEAT ELEV. 5051.50 (ABUT 1) ELEV. 5051.50 (ABUT 2) ELEV. 5049.50 (ABUT 1) ELEV. 5049.50 (ABUT 2) ELEV. 5047.00 (ABUT 1) ELEV. 5047.00 (ABUT 2) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE ABUTMENT AND WINGWALL DETAILS 01/29/20 - - - - #### S05 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. A ABUTMENT TYPICAL SECTION B WINGWALL TYPICAL SECTION D ABUTMENT SECTION (BELOW BRG SEAT) #6 (10 TOT.) 135° 10" 2'-0" 1'-9" CHAMFER EXPOSED EDGES (TYP) OPTIONAL CONSTRUCTION JOINT 10" #4 @ 12" #5 (6 TOT.) APPROACH SLAB 18"Ø CAISSON (BEYOND) #5 x @ 12" APPROXIMATE FINISH GRADE 3 4"X8"X8" ELASTOMERIC LEVELING PAD (60. DUR) UNDER BASE PLATE CONCRETE DECK BRIDGE END FLOOR BEAM 2'-0" 1'-9" 2'-3" #4 (5 TOT.) #6 (10 TOT.) 1'-0" 3/16 1/8 TYP 3/16 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE MISCELLANEOUS STRUCTURAL DETAIILS 01/29/20 - - - - #### S06 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. EXCAVATION BACKFILL AT ABUTMENT APPROACH HANDRAIL - TYPICAL SECTION POST BASE DETAIL APPROACH SLAB AND TRAIL CONCRETE ABUTMENT CHANNEL BANK RECONSTRUCTION. SEE NOTES, SHEET S01. 1 1 1 1 1'-6" 3 16" CAP PLATE 2" (8) SPA @ 6" = 4'-0" 4'-6" 5" HSS 2 X 2 X 3 16 (TYP) 1 2" EXP. JOINT MATERIAL & SEALANT HSS 4 X 4 X 3 16 POST Official Purchasing Document Last updated 10/2017 EXHIBIT B INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the City of Fort Collins.” In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider 's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. MISC SA - ABC Concrete Co., Inc. Page 22 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: PHONE FAX (A/C, No, Ext): (A/C, No): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXP TYPE OF INSURANCE (MM/DD/YYYY) (MM/DD/YYYY) LIMITS AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- LOC JECT PRODUCTS - COMP/OP AGG OTHER: $ COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: PHONE FAX (A/C, No, Ext): (A/C, No): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXP TYPE OF INSURANCE (MM/DD/YYYY) (MM/DD/YYYY) LIMITS AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- LOC JECT PRODUCTS - COMP/OP AGG OTHER: $ COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 3/13/2020 24082 ABC Concrete Inc 737 S. Lemay Ave.,Ste B4-126 Fort Collins, CO 80524 12696 41190 A 1,000,000 X BKS56136704 5/24/2019 4/1/2020 300,000 15,000 1,000,000 2,000,000 2,000,000 A 1,000,000 X BAS56136704 5/24/2019 4/1/2020 B 1,000,000 USO56136704 5/24/2019 4/1/2020 1,000,000 0 C 4177330 4/1/2019 4/1/2020 1,000,000 Y 1,000,000 1,000,000 Certificate holder is hereby listed as additional insured with respects to the General Liability and auto liability as required by written contract. City of Fort Collins Building & Zoning Dept P O Box 580 Ft Collins, CO 80522 ABCCONC-01 LBOYER Bradley Insurance Group 3401 W. 38th Avenue Denver, CO 80211 Karen LaVine Ohio Security Insurance Company Liberty Mutual Insurance Co. Pinnacol Assurance X X X X X X X X X X DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 3/3/2020 (303) 480-5005 (303) 458-5857 24082 ABC Concrete Inc 737 S. Lemay Ave.,Ste B4-126 Fort Collins, CO 80524 12696 41190 A 1,000,000 X BKS56136704 5/24/2019 4/1/2020 300,000 15,000 1,000,000 2,000,000 2,000,000 A 1,000,000 BAS56136704 5/24/2019 4/1/2020 B 1,000,000 USO56136704 5/24/2019 4/1/2020 1,000,000 0 C 4177330 4/1/2019 4/1/2020 1,000,000 Y 1,000,000 1,000,000 Certificate holder is additional insured on general liability. City of Fort Collins Engineering Dept 281 North College Fort Collins, CO 80524 ABCCONC-01 KLAVINE Bradley Insurance Group 3401 W. 38th Avenue Denver, CO 80211 Karen LaVine service@bradleyinsurancegroup.com Ohio Security Insurance Company Liberty Mutual Insurance Co. Pinnacol Assurance X X X X X X X X X X DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 SPACE AT 6'-0" O.C. MAXIMUM 1 2" DIA. THREADED, CAST-IN ANCHOR (TYP. OF 4). PROVIDE 9" MIN. EMBEDMENT AND NUT AT BOTTOM OF ANCHOR RETAINING WALL 5" 10" 1 2" PLATE 1 2" DIAM. CAST-IN ANCHOR (TYP. OF 4). ALL ANCHOR HARDWARE INCLUDING NUTS, WASHERS AND ANCHOR TO BE STAINLESS STEEL. HSS 4 X 4 X 3 16 POST SPACE AT 6'-0" O.C. MAXIMUM 4" 4" 10" 13 4" 13 4" 6" San Engineering LLC Civil and Structural Engineering STRUCTURE BACKFILL (CLASS 1) 1'-6" APPROACH SLAB SECTION #5 @ 12" CENTER IN SLAB 5'-0" (MIN) #4 @ 12" 6" CONTROL JOINT ABUTMENT BACK WALL AND REINFORCING 02/05/2020 MISC SA - ABC Concrete Co., Inc. Page 21 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 2'-3" C ABUTMENT SECTION (ABOVE BRG SEAT) 2'-3" 1'-5" 10" 4" 135° 10" #4 X @ 12" C CAISSON #4 (5 TOT.) #4 X (3 TOT.) VARIES 2'-3" San Engineering LLC Civil and Structural Engineering L 1'-3" 4" 10" 6" 1 2" EXP. JT. MATL. & 2" DEEP POURED JOINT FILLER PROVIDE GALV. COVER PLATE IF GAP IS GREATER THAN 1". #5 x @ 12" BRIDGE ANCHOR BOLTS (BY BRIDGE FABRICATOR) #4 x @ 12" 2'-0" #4 (6 TOT.) #4 (3 TOT.) #5 x @ 12" #4 x @ 12" 2'-0" #4 X @ 12" #4 X (3 TOT.) VARIES 2'-3" #5 x @ 12" 02/05/2020 MISC SA - ABC Concrete Co., Inc. Page 20 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 CL PEDESTRIAN BRIDGE C PEDESTRIAN BRIDGE San Engineering LLC Civil and Structural Engineering 135° 135° L 10'-0" 6" APPROACH SLAB L F.F. ABUT. 2 ABUTMENT ELEVATION C BRIDGE ANCHOR BOLTS (TYP) L 02/05/2020 MISC SA - ABC Concrete Co., Inc. Page 19 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 GROUNDWATER ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. 9. WHERE WATER OR SLURRY IS PRESENT IN THE DRILLED CAISSON HOLE, INCLUDING OUTSIDE OFA CASING THAT WILL BE WITHDRAWN FROM THE HOLE, THE CONCRETE PLACED FOR THE CAISSON SHOULD BE PLACED WITH SUFFICIENT HEAD MAINTAINED ABOVE GROUNDWATER LEVEL SO THAT THE CONCRETE IS NOT DISPLACED IN THE BODY OF THE CAISSON BY WATER, SOIL, SLURRY, ETC. 10. CAISSON HOLES SHALL BE CLEANED, DEWATERED, AND INSPECTED PRIOR TO PLACING REINFORCING AND CONCRETE. 11. REFER TO GEOTECHNICAL REPORT BY TERRACON, DATED NOVEMBER 20, 2017 FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR CAISSON CONSTRUCTION. 12. DRILLED CAISSONS ARE INTENDED TO BE FOUNDED INTO COMPETENT BEDROCK. THE ENGINEER OR HIS/HER REPRESENTATIVE SHALL BE PRESENT TO OBSERVE DRILLING AND TO DETERMINE THE SUITABILITY OF THE BEDROCK FOR THE ENTIRE PENETRATION OF THE CAISSON. IF WEATHERED OR OTHERWISE NON-COMPETENT BEDROCK IS ENCOUNTERED AT THE PLANNED CAISSON TIP ELEVATION, THE HOLE SHALL BE EXTENDED TO COMPETENT BEDROCK. 13. THE CAISSONS SHOULD BE EMBEDDED INTO FIRM COMPETENT BEDROCK FOR A MINIMUM OF 6 FEET. 20'-0" SIZE ABUTMENT 2 18" 5032 CAISSON NOTES CAISSON DATA 5032 5027.00 20'-0" 73 CAISSON LAYOUT 1" = 5' 1 A 18"Ø CAISSON SECTION (8) - #6 VERT. #4 TIES @ 9" ROTATE HOOKS AS REQUIRED WITHIN ABUTMENT CAP BEAM UNWEATHERED BEDROCK EST. CAISSON LENGTH (FT) 1'-8" 1"-6" 44'-4" CL CAISSON TO CL CAISSON 10'-0" CL CAISSON TO CL CAISSON B.F. ABUT. 1 STA. 7+07.25 STA. 7+51.58 (8) - #6 VERT. EQUALLY SPACED 18" CAISSON #4 TIES @ 9" STAGGER LAPS 18" MIN 3" CLEAR 5'-0" LARIMER CANAL NO. 2 San Engineering LLC Civil and Structural Engineering 5'-0" 18"Ø CAISSON (TYP OF 4) 02/05/2020 MISC SA - ABC Concrete Co., Inc. Page 18 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 REINF. CONCRETE DECK. CROWN AT 1% STEEL RUBRAIL, SAFETY RAILS, AND TOE PLATE (TYP) STEEL TRUSS, FLOOR BEAM, AND BRACE MEMBERS 18"Ø CONCRETE CAISSON (BELOW) 5'-0" CLR 5'-0" CLR CONCRETE ABUTMENT BF ABUT. 1 STA. 7+06.00 BF ABUT. 2 7+52.83 PUENTE VERDE NATURAL AREA TRAIL (10' WIDE) PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE 5045 5045 5040 5050 5060 5040 5050 5060 1'-3" LARIMER CANAL NO. 2 San Engineering LLC Civil and Structural Engineering PROPOSED GRADE PROPOSED GRADE 2'-3" 2'-3" BRIDGE ELEVATION 1" = 5' 2 F F 5050 5045 5050 5050 02/05/2020 MISC SA - ABC Concrete Co., Inc. Page 17 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 CONSTRUCTION. E.F. = EACH FACE O.C. = ON CENTER F.F. = FAR FACE N.F. = NEAR FACE STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. ALL STEEL BRIDGE TRUSS MEMBERS AND HANDRAIL MEMBERS SHALL BE DESIGNED, FABRICATED AND PAINTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. SECTION OR DETAIL IDENTIFICATION CROSS-REFERENCE SHEET NUMBER S01 GENERAL STRUCTURAL NOTES S02 BRIDGE GENERAL LAYOUT S03 CAISSON DETAILS S04 ABUTMENT PLAN AND ELEVATION S05 ABUTMENT DETAILS S06 MISCELLANEOUS STRUCTURAL DETAILS GENERAL NOTES RETAINING WALL DRAWING INDEX ABUTMENT DESIGN DATA AASHTO, 8th EDITION LRFD WITH CURRENT INTERIMS. LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES (2009) DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN. VEHICULAR LIVE LOAD: H-5 (10,000-LB, 2 AXLE VEHICLE) PEDESTRIAN LIVE LOAD: 90 PSF REINFORCED CONCRETE: CLASS D CONCRETE: f'c = 4,500 psi CLASS BZ CONCRETE: f'c = 4,000 psi REINFORCING STEEL: f'y = 60,000 psi (NON-EPOXY-COATED) SEE CAISSON DETAILS FOR CAISSON DESIGN DATA STRUCTURAL CONSTRUCTION SCOPE NARRATIVE REINFORCED CONCRETE ABUTMENTS SUPPORTED ON CONCRETE DRILLED PIERS (CAISSONS), SUPPORTING A SINGLE-SPAN PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE. EXCAVATION AND BACKFILL AS REQUIRED. San Engineering LLC Civil and Structural Engineering 1. CHANNEL RECONSTRUCITON BACKFILL WITHIN THE CANAL RIGHT-OF-WAY SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY, WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PROCTOR TESTING (ASTM D698). 2. CHANNEL RECONSTRUCTION BACKFILL MATERIAL WITHIN 2 FEET OF THE SIDE OR BOTTOM OF THE CANAL, AND AS DEFINED IN THESE DETAILS, SHALL HAVE A MINIMUM OF FINE GRAINED SOIL PASSING THE #200 SIEVE OF 30 PERCENT BY WEIGHT WITH A MINIMUM PLASTICITY INDEX OF 15. 3. THE COMPACTED FILL SHALL EXTEND AT LEAST TWO FEET BEYOND THE FINAL DITCH SLOPES INTO THE DITCH, AND THEN BE CUT BACK WITH A SMOOTH BLADE EXCAVATOR BUCKET TO THE FINAL DITCH SLOPE. CANAL BANK RECONSTRUCTION NOTES: 1. VERIFY BACKWALL HEIGHT WITH BRIDGE MANUFACTURER AND COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS PRIOR TO ABUTMENT CONSTRUCTION. 2. VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER AND COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS PRIOR TO ABUTMENT CONSTRUCTION. 3. DO NOT BACKFILL UNTIL BRIDGE SUPERSTRUCTURE IS IN PLACE. 4. CONSTRUCT BACKWALL SLOPING FROM BRIDGE EXPANSION JOINT FACE TO BACK OF ABUTMENT AS REQUIRED TO PROVIDE A SMOOTH TRANSITION FROM THE END OF DECK TO THE APPROACH TRAIL. ABUTMENT AND BACKWALL NOTES: 1. HANDRAILS SHALL BE FABRICATED TO ACCOMMODATE THE SLOPE AND HORIZONTAL CURVATURE OF THE WALLS TO WHICH THEY ARE MOUNTED. ALL POSTS SHALL BE VERTICALLY PLUMB. 2. ALL RAILING TUBE MEMBERS SHALL BE ASTM A-500 GRADE B. 3. ALL PLATE MEMBERS SHALL BE ASTM A-572 GRADE 50 UNLESS NOTED OTHERWISE 4. SHOP DRAWINGS FOR RAILINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, PRIOR TO FABRICATION. 5. ALL EXPOSED TUBE ENDS SHALL BE CAPPED. 6. PROVIDE 3/8" DIAMETER WEEP HOLES AT LOW ENDS OF ALL ENCLOSED TUBE MEMBERS. 7. ALL PROPOSED EXPANSION JOINTS SHALL BE DETAILED ON HANDRAIL SHOP DRAWINGS. STEEL HANDRAIL NOTES: 02/05/2020 MISC SA - ABC Concrete Co., Inc. Page 16 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07 CONTACT: John Migliaccio SURVEYOR King Surveyors, INC 650 E Garden Dr Windsor, Colorado 80550 PH. 970.686.5011 Contact: Paul Groves Owner/Project Manager City of Fort Collins Natural Areas 1745 Hoffman Mill Rd Fort Collins, CO 80524 Ph. 970.416.2206 (O) Ph.970.214.6253 (C) Contact: Ryan Kogut PRELIMINARY PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, T-7-N, R-69-W CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO FEBRUARY 2019 PROPOSED STREET LIGHT PROPOSED STORM SEWER MANHOLE EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION XXXX EXISTING SPOT ELEVATION XXXX PROPOSED MAJOR CONTOUR XXXX EXISTING MINOR CONTOUR XXXX EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MANHOLE PROPOSED WATER VALVE EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF 100-YR FLOODPLAIN/FLOODWAY EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW EXISTING FIBER OPTIC LINE LIMITS OF EROSION BUFFER EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE BOV BLOW OFF VALVE BW BOTTOM OF WALL CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT DE DRAINAGE EASEMENT E ELECTRIC EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION EOA EDGE OF ASPHALT EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GD GROUND GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY RT RIGHT S SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SMH SANITARY SEWER MANHOLE T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TOC TOP OF CONCRETE TF TOP OF FOUNDATION TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VB VALVE BOX VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE ABBREVIATION LIST PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV PROPOSED CABLE TV EXISTING WOOD POST EXISTING METAL POST EXISTING TELEPHONE PEDESTAL EXISTING TRANSFORMER INDEX OF SHEETS Sheet No. Description of Sheets 1 COVER SHEET 2 SURVEY CONTROL PLAN 3 BRIDGE PLAN AND PROFILE 4 - 7 TRAIL PLAN AND PROFILE STRUCTURAL PLANS SHEET NO. DESCRIPTION OF SHEETS S01 GENERAL STRUCTURAL NOTES S02 BRIDGE GENERAL LAYOUT S03 CAISSON DETAILS S04 ABUTMENT PLAN AND ELEVATION S05 ABUTMENT AND WINGWALL DETAILS S06 MISCELLANEOUS STRUCTURAL DETAILS MISC SA - ABC Concrete Co., Inc. Page 9 of 22 DocuSign Envelope ID: 95C5C11E-C5BA-4895-8E14-044C3B12EA07