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C26130 Palm Desert Trails System
TO: FROM: DATE: REQUEST: Recommendation: CITY OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT STAFF REPORT Honorable Mayor and City Council Ryan Stendell, Assistant Planner January 11, 2007 Award of contract for the construction for the remainder of the City of Palm Desert Trails System. 1) That the City Council award contract (No. C26130 ) to Michael Schuler in the amount of $433,785 for the construction of the Art Smith extension, Art Smith extension past water tanks, Hopalong Cassidy trail extension to Cat Canyon, Herb Jeffries to Bump n Grind, Hopalong extension Cahuilla Hills to Herb Jeffries, Homestead to Cat Canyon extension, Herb Jeffries to Painters Path, Painters Path to lower Bump n Grind, subject to concurrence by the City Attorney; and 2) Appropriate an additional $65,826 to trails construction account number 430-4636-454-4001; and Executive Summary/Discussion: A proposal has been received from Mike Schuler for the construction remaining trail system that was previously approved by Council. construction costs are as follows: Trail Art Smith Extension Art Smith/Past Water Tanks Hopalong South/Cat Canyon Jeffries to Bump n Grind Hopalong/Cahuilla Hills to Jeffries Hopalong/Homestead to Cat Canyon Herb Jeffries to Painters Path Painters Path to Bump n Grind Sub total Ten percent (10%) contingency Total Cost $51,750 $11,850 $68,200 $42,500 $51,500 $65,500 $39,550 $43,500 $394,350 $39,435 $433.785 Construction Days 65 days 30 days 120 days 90 days 60 days 180 days 60 days 90 days of the The It is recommended that the contract be awarded to Mike Schuler as the only qualified bidder. In discussions that staff has conducted with other agencies involved with trail building in the Coachella Valley (Bureau of Land Management, Staff Report Trails Award of Contract Page 2 January 11, 2007 U.S. Fish and Wildlife Agency and the California Department of Fish and Game) no other qualified trail builders were identified. Mr. Schuler has been involved in trail building in the Coachella Valley for the over 20 years and is intimately familiar with the topography, routes and requirements associated with the construction of the subject trails. The Painters Path to lower Bump n Grind trail is being constructed to help alleviate some of the parking problems the City of Rancho Mirage has at the existing trailhead. Hikers will be allowed to park on Painters Path behind Target and still access the Bump n Grind. The City of Rancho Mirage has agreed to reimburse the City for the expense of that line item ($43,500). The current proposal is within the originally approved cost estimate. The trails fund has a balance of $367,959 remaining from the originally allocated amount (less previously constructed trails). The City of Rancho Mirage will be adding an additional $43,500 dollars to the account, which will reimburse the City for the amount that will be paid for the lower Bump n Grind connection. 4yan Stendell Assistant Planner Approval: City Man ACM for Develoent Services Director of Finance ZITY COUNCI ACTION: APPROVED DENIED, RECEIVED OTHER MEETI AYE S : NOES: ABSENT: ABSTAIN: VERIFIED ')riginal BY: on File wh City Clerk's Office RECEIVED D�G 0 5 2006 'OMMUNITY DEVELOPMENT D$PART1dENT CITY OF PALM DESERT November 30,2006 City of Palm Desert Mr. Phil Drell 73-510 Fred Waring Drive Palm Desert,CA 92260 Re: Art Smith Trail Extension,Art Smith Extension North Past Water Tanks,HoPalong South Extension to Cat Canyon,Jeffries Extension to Bump&Grind,Hapalon�Trail Extension From Cahuilla Hills Park to Jeffries,Hopalong Fxtension Cat Canyon to Homestead,Trail Extension Jeffries to Painters Path,Trail Extension Painters Path to Bump&Grind Wc hereby submit proposal to provide equipment and services to complete trails in accordance with submitted written Trail Work specifications,Topographical map and as located on ihe ground and per walk through. Art Smith Extension Total-;51,750.00 'I'ime of completion-65 days Art Smith Extension North past Water Tanks Total- ;11,850.00 Time of('.ompletion- 30 days Hopalong South Eatension to Cat Can�n Total-�G8,200.00 Time of Completion- 120 days Jeffries Extension To Bump&Grind Total-$G2,500.00 Time oE C'.ompletion- 90 days Hopabn�Eatension Cahuilla Hilla Park To Jeffries Total-;51,500.00 Time of Completion-60 days Hopalon�Extension Homestead to Cat Canyon 'I'otal-65,500.00 'I'ime of C',ompletion- 180 days Trail Extension�ef�'ries To Pain[ers Path Total-;39,550.00 Time of Completion-60 days Trail Extension Painters Path to Bump&Grind Total-$43,500.00 Time of Complerion 90 days �� �j������ r� �,U 92160 CONTRACTOR'S PROPOSAL TO: CITY OF PALM DESERT, "AGENCY" DATE: January 11, 2006 BIDDER: Michael Schuler "Contractor" The UNDERSIGNED, "Contractor", having carefully examined the site and the Contract Documents for the construction of the ART SMITH EXTENSION, ART SMITH EXTENSION PAST WATER TANKS, HOPALONG CASSIDY TRAIL EXTENSION TO CAT CANYON, HERB JEFFREIS TO BUMP N GRIND, HOPALONG EXTENSION CAHUILLA HILLS TO HERB JEFFRIES, HOMESTEAD TO CAT CANYON EXTENSION, HERB JEFFRIES TO PAINTERS PATH, PAINTERS PATH TO LOWER BUMP N GRIND, PROJECT N0.709-04, CONTRACT NO. C-�6130 hereby proposes to construct the work in accordance with the Contract Documents, including Addenda Nos. none for the amount stated in this Proposal. By submitting this Proposal, "Contractor" agrees with AGENCY: 1. That unless withdrawn in person by "Contractor" or some person authorized in writing by "Contractor" - not by telephone or telegram - this Proposal constitutes an irrevocable offer for 60 calendar days after that date. 2. The AGENCY has the right to reject any or all Proposals and to waive any irregularities or informalities contained in a Proposal. 3. That the contract shall be awarded only by the governing body of AGENCY; and said contract shall only be deemed awarded after the contractor's complete submission of all contract documents, bonds, insurance documentation, and the AGENCY shall obtain all necessary signatures of the governing body. At which time, the contract shall be deemed awarded. 4. To submit to AGENCY such information as AGENCY may require to determine the Bidder's financial standing experience and to perform the work. G-1 CONTRACTOR'S PROPOSAL FOR CONSTRUCTION OF THE CAHUILLA HILLS PARK LOOP TRAIL,HOMI��/ADAMS PARK CONNECTOR TRAIL, HONIlV�/ADAMS PARK MULTI-USER LOOP TRAIL AND THE VISITOR CENTER LOOP TRAIL PROJECT NO. 709-04 CONTRACT NO. C-26130 It is understood that the quantities shown hereon, except for those quantities marked "Lump Sum", are but estimates and the �nal payment will be based upon the actual work performed, subject to such adjustment and alterations as elsewhere provided herein. Item Description Units Gluantity Unit Cost Total rt Smith Extension LS 1 51,750 $51,750 rt Smith E�ension North Past water Tanks LS 1 11,850 $11,850 Ho alon South Extension to Cat Can on LS 1 68,200 $68,200 effries Extension to Bum n Grind LS 1 62 500 $62,500 Ho alon Extension Cahuilla Hills to H. Jeffries LS 1 51,500 $51,500 Ho alon Extension Homestead to Cat Can on LS 1 65,500 $65,500 Herb Jeffries to Painters Path LS 1 39,550 $39,550 Painters ath to Lower Bum n Grind LS 1 43,500 $43,500 The costs of any work shown or required in the Plans and Specifications, but not specifically identified as a Pay Item are included in the Pay Item, and no additional compensation shall be due Contractor by virtue of Contractor's compliance with the Plans and Specifications. TOTAL AMOUNT BID IN FIGURES $394,350 TOTAL AMOUNT BID IN WORDS: Three Hundred and Ninetv Four Thousand Three Hundred and Fiftv Dollars and 00/100 cents IN WITNESS WHEREOF CONTRACTOR executed this proposal as of date set forth on Page C-1: By: Signature (Must Be Notarized) Title: Contractor G-2 (NO BID WILL BE CONSIDERED UNLESS THIS DOCUMENT!S COMPLETED IN FULL ALL APPLICABLE ITEMS MUST BE FILLED OUT) INFORMATION REQUIRED OF BIDDER The bidder is required to supply the following information. Additional sheets may be attached if necessary. (1) Address (2) Telephone No. (3) Type of Firm (Individual, Partnership or Corporation) (4) Corporation organized under the laws of the State of (5) Contractor's License No. Exp. Date Contractor hereby swears under penalty of perjury that this information provided is true and correct. By: Title: Signature Contractor (6) List the names and addresses of all owners of the firm or names and titles of all officers of the corporation: (7) Number of years' experience as a contractor in construction work (8) List at least three similar projects completed recently: Contract Class of Date Name, Address & Amount Work Completed Telephone No. of Owner 1. 2. 3. G-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA) ) SS COUNTY OF RIVERSIDE) , being first duly sworn, deposes and says that he/she is of , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the pubic body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Subscribed and sworn to, before me this day of 200_, B y: Notary Public in and for said County and State (Title) G-4 Contract No. C26130 AGREEMENT THIS AGREEMENT is made and entered into this 11 th day of January 2007, by and between City of Palm Desert, California, hereafter called "AGENCY", and Michael Schuler hereinafter called "Contractor". WITNESSETH RECITALS: Contractor has submitted to AGENCY its Contractor's Proposal for the construction of AGENCY Project, 1. ART SMITH EXTENSION, ART SMITH EXTENSION PAST WATER TANKS, HOPALONG CASSIDY TRAIL EXTENSION TO CAT CANYON, �� JEFFREIS TO BUMP N GRIND, HOPALONG EXTENSION CAHUILLA � HILLS TO HERB JEFFRIES, HOMESTEAD TO CAT CANYON EXTENSION, HERB JEFFRIES TO PAINTERS PATH, PAINTERS PATH TO LOWER BUMP N GRIND, PROJECT NO. 709-04, CONTRACT NO. C - in strict accordance with the Contract Documents identified below and AGENCY has accepted said Proposal. 2. Contractor states that it has re-examined its Contractor's Proposal and found it to be correct, has ascertained that its subcontractors are properly licensed and possess the requisite skill and forces, has examined the site and Contract in accordance with the Contract Documents for the money set forth in its Proposal to be paid as provided in the Contract Documents. AGREEMENT: IT IS AGREED BY THE PARTIES AS FOLLOWS: 1. Contract Documents: The entire contract consists of the following: (a) The Agreement; (b) The Contractor's Proposal; (c) The General Specifications (d) The Plans;(e) Any additional or supplemental specifications, notices, instructions and drawings issued in accordance with the provisions of the Contract Documents. All of said Documents presently in existence are by this reference incorporated herein as if here set forth in full and upon the proper issuance of their documents they shall likewise be deemed incorporated. 2. Contractor shall commence the work within ten calendar days after the date of the Notice to Proceed and will do all things necessary to construct the work generally described in Recital No. 1 in accordance with the Contract Documents and will complete said work within TWO HLTNDRED SEVENTY (240) calendar days from the Notice to Proceed date or to the satisfaction of the AGENCY's Representative. All work in the public right-of-way will be completed within eighty calendar days from the Notice to Proceed date to the satisfaction of the AGENCY's Representative. L-1 Contract No. C26130 3. Contractor agrees to indemnify, defend and save AGENCY and its officers, agents and employees, and the ENGINEER harmless from: a) Any and all liability, claims, damages, losses or injuries to any person or other entity, including injury to Contractor's employees, and all claims which arise from or are connected with the performance of or failure to perform the work or other obligations of this Agreement, or which are caused or which are claimed to be caused by the negligent or intentional acts or omissions of Contractor, its subcontractors, its agents or employees, and, all expenses of investigating and defending against same, b) Any and all liability, claims, damages, losses or injuries to any and all contractors, subcontractors, material-men, laborers, or any other person, firm or corporation furnishing or supplying work, services, materials or supplies in Conversion with the performance of the Agreement. Attention is directed to the General Specifications pages GS-16, GS-23, and GS- 24, which specifications are made part of this Agreement as set forth in Agreement paragraph 1, above. 4. Should any litigation or azbitration be commenced between the parties concerning the works of improvements as referenced herein, the prevailing party in any such litigation, being the AGENCY or the Contractor, should be entitled to a reasonable sum for attorney's fees incurred in any such litigation relating to this Contract. 5. This Agreement shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors, and assigns. 6. Contractor shall be paid in the manner set forth in the Contract Documents the amount of its Proposal as accepted by AGENCY, subject to such additions and deductions as may be made pursuant to the Contact Documents and applicable law. 8. Contractor shall maintain compliance with all provisions of CAL OSHA standards and regulations. Contractor acknowledges and agrees to be defined as the controlling employer at the job site. As the controlling employer, the contractor shall take reasonable steps to ensure that all subcontractors maintain compliance with CAL OSHA Standards and regulations. 9. Execution of the Agreement by the parties constitutes their agreement to abide by all applicable provisions of the California Labor Code; constitutes CONTRACTOR's certification that he is aware of the provisions of said Code and L-2 will comply with them; and further constitutes CONTRACTOR's certi�cation as follows: "I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for worker's compensation or to undertake self insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract." IN WITNESS WHEREOF the parties hereto have executed or caused to be executed by their duly authorized officials, this Agreement which shall be deemed an original on the date first above written. CITY OF PALM DESERT "CONTRACTOR" (signature to be notarized) B y: B y: Richard Kelly, Mayor Signature Attest: Michael Schuler. , Contractor Rachelle Klassen, City Clerk Approved as to content David J. Erwin, City Attorney L-3 CONTRACTOR'S CERTIFICATE REGARDING WORKER'S COMPENSATION Labor Code Section 3700 in relevant part provides: Every employer except the State shall secure the payment of compensation in one or more of the following ways: 1. By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in this State. 2. By securing from the Director of Industrial Relations a certificate of consent to self-insure, which may be given upon furnishing proof of satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his employees. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provision before commencing the performance of the work of this contract. Proper Name of Bidder B y: (In accordance with Article 5 - commencin� at Section 1860). Chapter 1, part 7 Division of the Labor Code, the above certificate must be signed and filed with the awardin b�ody �rior to performin�y work under this contract.) L-4 WORKER'S COMPENSATION/EMPLOYER'S LIABILITY ENDORSEMENT Endorsement No. A. POLICY INFORMATION 1. Insurance Company ("the Company") Policy No. 2. Effective Date of this Endorsement 3. Name Insured 4. Employer's Liability Limit (Coverage B) B. POLICY AMENDMENTS In consideration of the policy premium and notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached hereto, it is agreed as follows: 1. Cancellation Notice. The insurance afforded by this policy shall not be suspended, voided, cancelled, reduced in coverage or in limits except after forty-five (45) days' prior written notice by certified mail, return receipt requested, has been given to the AGENCY. Such notice shall be addressed as shown in the heading of this endorsement. 2. Waiver of Subro ag tion. The Insurance Company agrees to waive all rights of subrogation against the AGENCY, its elected or appointed officers, officials, agents, and employees for losses paid under the terms of this policy which arise from work performed by the Named Insured for the AGENCY. C. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER. I, , warrant that I have authority to bind the below (print or type name) listed insurance company and, by my signature hereon, do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE (original signature required on enJorsement fumished to the AGENCY) ORGANIZATION: TITLE: L-5 ADDRESS: TELEPHONE: D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, , warrant that I have authority to blrid(print/type name) the below listed insurance company and, by my signature hereon, do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE (original signature required on endorsement fumished to the AGENCY) ORGANIZATION: TITLE: ADDRESS: TELEPHONE: L-6 CITY OF PALM DESERT GENERAL SPECIFICATIONS FOR CONSTRUCTION OF THE ART SMITH EXTENSION, ART SMITH EXTENSION PAST WATER TANKS,HOPALONG CASSIDY TRAIL EXTENSION TO CAT CANYON, HERB JEFFREIS TO BUMP N GRIND, HOPALONG EXTENSION CAHUILLA HILLS TO HERB JEFFRIES, HOMESTEAD TO CAT CANYON EXTENSION, HERB JEFFRIES TO PAINTERS PATH, PAINTERS PATH TO LOWER BUMP N GRIND PROJECT N0.709-04 CONTRACT NO. C- SCOPE OF WORK The work to be done consists of furnishing all materials, equipment, tools, labor and incidentals as required by the contract documents to construct for the above stated project. The general items of work to be done hereunder consists of: mobilization; clearing and grubbing; locating, protecting in place and relocating conflicting utilities, trenching and installing new hiking trails; and all appurtenant work as required by the plans and specifications. LOCATION OF WORK The Cahuilla Hills area west of State Highway 74 TIME OF COMPLETION The Contractor shall complete all work in every detail as specified in Section 2, Page L-1 of the Agreement. No extension to the Contract Time will be made for changes in the work unless the changes impact work on critical path activities, according to the construction schedule currently in place at the time that the changes aze made. PAYMENT The contractor may submit for payment of each trail identified in the Contractors Proposal (sheet G-2) upon completion of that line item. GS-1 TRAIL WORK SECTION 25900 - DEFZNITIONS DESCRIPTION Whenever in these specifications oc in other contract docucaents , the following terms or pronouns are used, the intent and meaning. shall be interpreted as follows : As Staked or Designated on the Ground. Nails, hubs,- flagging , pa�n , s a es, an e i e , p ace on the ground defining the ' location of the work. eerm. The ridqe of material focmed on the outer edge of the tta�l which projects higher than the center of the trail tread. Borrow. Material taken Erom apptoved locations. Bridge. A structure, including supgorts, erected over a depres- sion or stream, and having a deck for carrying traffic . Climbing Turn. A turn which is constructed on a sideslope of 30 percent or ess when measured between the extecior boundaries of the turn and changes the directian of the trail 120 - 180 degrees . Compacted. The degree of consolidation that is obtained by tamping with hand tools or by stomping mineral soil and small �aggregate in successive layers not more than 6 inches in depth . Culvert. A drainaqe structure composed of rock , metal or wood � w ic is placed approximately perpendicular to and undec the 1 tcailway. Cushion Material . Native or imported material qenerally placed � over roc y sections of unsurfaced trail to provide a usable and i maintainable traveled way. ' i Dan er Tree. An unstable tree 5 inches or greater in diameter at reast eight which is likely to fall across the trail . � Draina e Di . A reverse in the grade of the trailbed accom- panie y outslope which wi12 divect water off the trailbed . Dtawin s . The documents•, includinq straiqht line diaqrams, plan an pro ile sheets, cross sections , diagrams , layouts , schema- tics, descriptive literature and similar materials sho wing details for construction or maintenance oF a facility . � Ford. A water level stream crossing constructed to provide a leve surface for safe traffic passage. � Eull Bench . Where the trailbed is comprised of undistucbed materia and the trailbed width is not made of partial embankment. • 25�00-1 ('I/82) DEFINLTIONS Inslo e . Where the trailbed is slcpad inward to�:ard the back- s ope of the trailway. � Mineral Soil. Consists of soil or aggreqate that is free from organ c su stances and contains no particles larqer than 2 inches in greatest dimension . Minor Field Ad�ustment. Deviations ot less than 2 feet vertical an eet iForizontal—from the indicated aliqnment. Such devia- tions shall be consistent with the existing qrade and alignment of the trail in proximity of the chanqe. �Outsl_o�e. The trailbed is sloped outward to wa�d the embankment or dayl�qht side vf the trailway. Prescri tion Surve . A survey of the location, type and quan- t ty o worc to e performed to correct a deficiency in the condition of a trail . Project Schedule. A summary oF quantities of work to be per- . ormed y i�'ivi ual trails. � Puncheon. A loq or timber structure built to cross a swamp. Usua y consists of sills, stringers and loq deck. Schedule of Items. Schedule in the contract which contains a _st nq an escription of construction ttems, quantities, units of ineasure , method of ineasurement, unit price and amount. . Sideslo e . The natural slope oE the qround measured at right ang e o the qround contour line . Slide. Material which has slid onto the trailway from the � ac slope and possibly beyond in quantities sufficient to block � the trail . � Slou h (sluff) . That material from the backslope or the area of t e ac s ope that has raveled onto the trailbed and projects higher than the center of the t�ail tread . �Slump. When the trailbed material has moved downward causinq a ai�n the trail grade . Switchback. A turn which is constructed on a sideslope of more tTn��percent when measured between points 10 feet beyvnd the exterior boundaries of the turn and changes the direction of the trail I20 to 180 degrees . The turn section is the turning por- tion of the switchback. The aFproaches are the 20-foot trail sections upqrade and downqrade from the turn section . Traffic Pattern. The track or line where people and stock , natura y ten to walk. 25900-2 (1/82) DEFINITIONS � Trailbed . The portion of trailway betwee� hinge point of the ac s ope and the hinqe point of the fillslope or daylight. Trail Bikes. Trail bikes used by the Contractor and Contract nspectors are considered to be construction and maintenance equipment . Trail Log . An inventory of physical features alonq or adjacent to a t a 1 . Trail Lo and Prescription Su_r_v�e�y Form. A form which contains a '�raiT g on t e e�E si�e or�ie-�orm and a Prescriptiori Survey on the right side of the form. Trail Tread. That por�ion of the trail within one (1) foot each si3e—'o t �e trail centerline unless otherwise specified. Ttailwa . That portion of the trail within the limits of exca- vation and embankment. Turn ike. Tread wade stable in wet , boqqy areas by placing minera soil between parallel side logs. Usually includes ditches alonqside the trail . Waterbar. A device used for turning water off the trail , usu ade of loqs or stones. . Water Course . Any channel where water will collect and� flow dur nq spr ng runoff or rain storms . • . j , , � ► 25900-3 (1/82) DEFINITIONS SECTION 25912 , CLEARING AND GRUBBING DESCRIPTION 25912.01 General Scope This work conaiats of clearing, grubbing, and disposal of vegetation and litter in accordance with tfiese Specifications, and ae shown on the drawings 25912-4 and 25912-5. The area to be cleared is subject to MINOR FIELD ADJUSTMENT by t�e Contracting Off icer's Representative. (a� Clearing consista of Che removal and disposal of trees, limbs, hrush, down logs, otber vegetation and debris from within tfie clearing limits. TEie area to be cleared is illustrated on the Figures and referenced by ataking on the ground. The centerline of the area to be cleared is subject to MINOR FIELD ADJUST�tENT "_ . - ,, (b) Grubbing coneists of the removal and disposal of ctumpe and roots. TEie Government doea not classify the type or amounts of material to be cleared or grubbed. The Contractor is urged to inspect tbe pro�ect site and determine for himself the type and amount of materials that exist. CON5TRUCTION REQUIREMENTS • 25912,02 Clearing Within the Clearing Limits The area to be cleared ia illustrated on the drawi�sand referenced by staking on the ground. The 6-foot horizontal clearing limit, '�+ feet fiorizontal and perpendicular to each aide of centerline, indicated on the da-a�i�ss shall not apply to live trees over 10 inches in diameter at breaet haigbt. Such trees shall be removed only where necessary to provide a minimum clearance of 6 feet, 3 feet horizontal and perpendicular to each aide of centerline, bet�zeen tree trunks and other obetructions. An additional 5 feet of clearing width shall be required on the uphill side of centerline when specified on �'ojac.t work S�w-.ary - Hedge trimming of brush at the clearing limit will be permitted within the area specif ied for the additional 5 feet of clearing width. Except for those areas specified for Che additional S feet of clearing width, all branchea thatprotrude into the clearing limita sfiall 6e sawed flush with the tree ttunks or ground surface. Protruding stubs of brusfi and tree branches that have been cut sball nat be permitted. TEie cutting method shall not cause stripping of the trunk bark. All injured surfaces af trees resulting from stripping of the 6ark sfiall be treated witfi an approved asphalt base pa�nt prepared especially for tree surgery. 25912-1 Ci/32� CLEARING AND GRUBBING Treea ahall b4 felled to lie at approzinately right angle4 to the � cantour lines, aad dowahill fros the trail. Liva bruab, herbac�oua plaata. aad trees bet�reen the TRAILNAY ' and clearing liait vhich are le�a thaa 12 inches in height and less than 1!2 iach ia diameter at grouad line need aot be reaoved. 1Yee� rrith sa�or roota exposed by constructioa. readeriag tb�ea uaatable, vill be sasksd by t6e Pbgineer and ahall be fallod. St�apa iaside the cle�ring liait� tbst sre le�s than 6 iaches in diaaeter atiall be cut vitbin 2 inches of t6e natural grovad snd parallel with tbe alope. 25912.03 Grub6lag Witbin tfie Cleariag I.i�its Stuopa t6at are withia the TRAILBED aad tho�e tbat cannot ba cut flush vith t6e fiaished bacblope shsll be reaoved. All protiuding roota shall ba reaoved froa the TRAILBED or cut and reaoved 3 iac6ea belov tbe TRAIL TRBAD anrfacs. All roots ia the baci�lope •hall be trissed flush. 25912.04 Diapoaal of Clearing Slaah, Logs and Stuops 1�eeo ahall be Iiabed to a b-inch diadetar top. Laga less tbaa 10 inche4 ia disoeter, liabs� bruai�. lopped tops and �svb64d etu�ps sball be � � � �cattered out of sig8t, or a miai�ua of 20-foot �lope di�tsncQ 6�yoad ti�e clearing liittr. Logs over 10 incb,es in dieaeter sball be buckad ss needed to persit tbe tnmk to be ia contact with tbe �rovad tfirougbout ita langtfl. Nsar svitchbacks wbere it is not possible to seet tbe - 2a-foot rlope di.stance betweea tbe tv�r� airitcfibacic le�s of tba ttail, the aatazial aTiall be scattered below tbe •lo`rer ovitchEack lag of tbe tzail. Material aay 6e acattored above ttie upper switchback leg of tfie trail if the aideelopea are l�c� tfiau 34 perceat. l�titerial scattered above the trail s&all 6e so plsced tTiat it will not 41ide toward tfie cleariag � limita. Oa •lopes steeper thaa 30 percent, all cleariag dafiris aball be disposed of belov the trailwy. All bruaFi and liaba o1u11 be cut into 6-8-loot leagtbs. Qn tfie up6t11 �ride of trsil centerliae, all � part• of dotin treea ahall ba reiwv�d for a �in3su� di�t�acs of 1 foot above the backslope catc6poiat. but not leas t6an 4 horizaatal feet fron tIie trai2 centerline. AlI parts of dcWa traea ahall be re�oved froa �ritbin 4 feet of tlie trail centerline on the dowhill side. Debria fron clearing and grubbiag ihall not be placed ia stresa�, vater couraes, snov paado, lak,es, meadows or talua slopes. Decka. piles. bunchea or trindrowa ot clearing aad gru6bing debris �rill be pers►itted in designated sreaa only. Material s6a11 be so placed tb.at it will not slide into the above deacribed areas. ' . :, . SECTION 25913 - TRAILWAY EXCAVATION DESCRIPTION 25913 .OI General This work consists of constructing the TRAILWAY, the accom- panyinq CLIMBING TURNS, DRAINAGE DIPS, stream FORDS, qully crossings, and TRAIL TA£AD. Construction shall be in accordance with these Specifications at the locations AS STAKED OR DESIG- NATED ON THE GROUND and to the lines and grades shown cn the Drawit�gs. _The centerline AS �TAKED. QR DESIGNATED ON TEiE GROUND is subject to MINOR FIELD ADJUSTMENT " All roc k and material at the project is unclassified. The Government does not classify type or amounts of material . The Contractor is urqed to inspect the project site and determine for himself the type and amount of materials that exist. CONSTRUCTION REQUIREMENTS 25913 .02 Equipment Limitations All trail constcuction equipment shall be licaited tcs a maximum ovecall wheel or track width of �� inches . 25913.03 Trailbed TRAZLBED width shall be the width specified on the Straight Line Diaqram DRAWING. In general , a tolerance of 3 inches from the specified width will be allowed. The TRAFFIC PATTERN shall Eit the trail centerline and shall not be interrupted by abrupt chanqes in horizontal alignment due to rock oc other obstruc- tions pzojecting into the trail . A rock or stump that disrupts the horizontal alignment shall be removed . At these locations the TRAILBED width may exceed the specified dimensions . When large trees or othec obstructions are designated to be left in . place, the horizontal alignment shall be improved each direction from the obstruction for a distance adequate to obtain a con- structed trail with an uninterrupted TRAFFIC PATTERN. On SIDESLOPES of 10 percent or less, duff and Iitter shall be scalped from the TRAILBED area to expose , but not remove , MINERAL SOIL. No gradinq will be required except that which is necessary to create a smooth TRAIL TREAD. Duff and litter scalped frcm the TRAIL TREAD area shall be scattered outside the clearinq limits not more than 4 inches in depth . Duff and littec shall be scattered so as not to leave a BERM along .the trail . � 25913-1 (1/82) TRAILWAY EXCAVATION Ori SIDESLOPES between 10 and 30 percent, the TRAILBED shall be constructed with a dimensionally balanced section. On SIDE- SLOPES over 30 percent, the width of the embankment makinq up the TRAILBED shall begin to decrease . At 40 percent SIDESLOPES, • 3/4 of the TRAZLBED shall be on FULL BENCH. At 50 percent � SIDESLOPE, FULL BENCH construction will be cequired except as specified in Subsection 25913.07. FULL BENCH construction will be required in all areas of solid rock as s�o�n on the dra�i�ngs� At the Contractor ' s option _ _ _ . , rock retaining wa.11s may be constructed at locations that are not shown on the Straight Line Diagram DRAWING in lieu of FULL BENCH construction . The approved rock retaining wall shall be constructed as specified in Section 25923 - ROCK RETAINING WALLS. Such additional rock retaining walls will not be measured or paid for under Section 25923, but will be considered incidental to �f�e erork under thi,s Section, During excavation , material shall be conserved and utilized to • the fullest extent practicable for hackfilling and developing the TRAIL TREAD. Surpl us �naterial shall be scattered downslope below the outside edge of the trail and sptead to a depth not to exceed 6 inches . Depth includes possible duff and litter spread in the area. Rocks over 4 inches in greatest dimension that are not used for construction of the TRAILWAY shall be deposited a minimum of feet slope distance beyond and downslope from the TRAILBED's outer edge. On SIDESLOPES over 10 percent , the trail shall be outsloped 6-10 pe rcent, . -__ When a rock safety BERM along the outside edge of the trail is speciFied on the Straiqht Line Diagram DRAWING, the TRAILSED shall be widened an additional 18 inches to accommodate the safety BERM. All backslopes shall be sloped to reascnably close conformity in accordance with the drawings . The backslopes shall be smooth and free from random variations. The backslope shall be rounded for • 6 inches above and below the catch point . 25913.04 Trail Tread TRAIL TREAD construction shall require all duff and Forest litter to be removed from the TRAILWAY. Holes and depressians resulting from the removal of rocks, roots and stumps shall be backfilled to an elevation equal to the adjacent tread surface. Backfill material shall consist of MINERAL SOIL and sa�all agqre- qate 2 inches or less in greatest dimension . The combined soil and aggregate shall be placed and COMPACTED by hand methods in successive layecs not to exceed 6 inches of loose depth before COMPACTING. Holes and depressions less than 3 inches deep shall 25913-2 (1/82) TRAILWAY EXCAVATION be backfilled as above, but will not require COMPACTION other than that received by construction traffic . The finished TRAIL TREAD shall be firm and smooth. Al1 loose surface rock over 2 inches in greatest diameter shall be cemoved . All exposed rocks or pertions thereof that are within 3 inches of the TRAIL TREAD surface , shall be removed . Rock below the TRAIL TREAO surface caay be leFt, provided that the rock does not protrude above the TFtAIL TAEAD surface or form a bump in the trail . Ledqe rock and large flat rock secureiy embedded in the TRAIL TREAD area may be used to form a pact of oc all of the TRAIL TREAD where the SIDESLOPE of the exposed surfaces do not exceed 10 percent and are of a relatively unifocm gradient with the adjacent TRAIL TREAD sections. Polished smooth rock surfaces in the TRAIL TREAD area shall be rouqhened by chippinq away 75 percent or more of the polished surface of the ledge crossing . The 75 percent shall apply uniformly along the ledge rock surface of the TRAIL TREAD area . �5913.05 Borraw Aress BORROW areas designated alonq the trail shall be left with � backslopes consistent with those used on the trail in the vicinity and show no visible mounds or depcessions. Al1 BORROW areas shall be shaped to drain. Undesignated HORROW areas shall require approval by the Con- tracting Officer pcior to use . 25913.06 Blasting A1! blasting operations shall be conducted under the direct supervision of an individual that has experience and is quali- fied to handle and use explosives . The persons conducting the blasting ope�ations shall have .in theic possession a valid State of Califocnia Blastinq License desiqnating them qualified to transport, handle and use explosives . Rock that becomes unstable due to the trail excavation or blasting opecations shall be scaled down or otherwise removed to eliminate a falling rock hazard . 25913.07 Talus and Aubble Rock Sections In trail sections on talus or rubble rock, where no soil is present, all voids in and under the TRAIL TAEAD surface shall be filled with rock and fine material to provide a firm, compact base a minimum of 2 feet in depth, as shown on the talus and Rubble Rock Sectiohs of the drawings . - - On rubble rock slides , the outer 12 inches of the TRAILBED may be constructed on fill material provided the outer edge is 25913-3 (1/82) TRAILWAY EXCAVATION firmly anchored by securely placing lacqe rocks that will p�event Fill material from shifting or sliding out. 25913 . 08 Shallow Stream Ford and Gully Crossing Wh�n the bid item appears in the SCHEDULE OF ITEMS, shallo w stream fords and gully crossings shall be constructed in accordance with these Specifications at locations shown on the project .maps , staked or desi.gnated on trie ground� The TRAIL TREAD which is located between the top edqes of each bank at shallow stream fords and gully crossings shall be widened to 36 inches and leveled . Levelinq shall be achieved by installing hand-placed riprap stone at the lower side of the . crossing as s�iown on the draarings. - Riprap stone shall meet the fo21c wing gradation requireraents : Size of Stone Percent of the Tctal Number 1 cu ft or larger 30 - 50 Percent 1/2 - 1 cu ft 20 - 40 Percent 1/4 - 1/2 cu ft 10 - 30 Percent 1j10 - 1/4 cu ft 5 - 15 Percent Riprap stone shall be placed upon a FULL BENCH foundatian bed to form a rock dam and be sloped so as to produce a well-keyed mass of rock with the least amount of void spaces . When rock for the structure is more than a 300 foot radius from � the installation site , a rock BORROw so urce will be staked or designated on the ground . There will be no extra payment for ttauling rock over 300 feet . The rock dam shall span the WATER COURSE channel complete from side to side and be keyed into each bank a minimum depth of 1/2 faot . The top of the rock dam shall be approximately even with the finished TRAZL TREAD and shali be formed to direct the flow of water over the center of the structure . The basin above the dam shall be filled with rock and gravel to create an even TRAIL TREAD. �'. 25913 . 10 Water. Course Cross Dcains The trail qradient from each direction into the WATER COURSE cross drains shall be not less than minus 10 percent for a cainimum distance of 10 feet . Where the SIDESLOPE of the cross drain exceeds 30 percent, the TRAILBED shall be widened to 36 inches and shall be constructed on FULL HENCH section . 25913 . 11 Drainaqe Dips DRAINAGE DIPS shall be constructed at locations STAKED OR DESIG- NATED ON THE GROUND and in accordance with the drawings . Drainage dips shall not be constructed on grades that exceed l�percent . 25913-4 (1/82) TRAILIVAY EXCAVATION A rock spillway shall be constructed at the wat�r spillpoint �-- vhen shown on th� Straight Lins Diagram Draaiaq. The spillway shall contain rock betweea 1/4 and 1 cubic foot in size. The spillway ahall be 2-3 teet in length aad shall extend 1/2 foot below th� toe ot the till slopr it b�inq constructed where SIDESLOPES are less than 50 percent. When ths DRAZNAGE _ DIP is constructed on a FULL BENCB s�ction, th� spillway shall be a minimum o� 3 Eeet by 1 1/2 feet. A horizontal shelf shall be excavated into undisturbed material to hold th� bottom rocks of th• spillWay. • When rock for the structures are more than a 300 loot radius . �rom th• installation site, a rock HORROW source aill bQ shown on the project aap or staked or des�Ynated on the ground, There will be no extra payaent for hauling rock over 300 feet. � 25913.13 Trail Cleanup � Th� Corttractor shall rsmov� all coastruction stakes, tags and plastic flaqqing' located within 50 feet ot the compl�ted trail cent�rline For the entire lenq th of the projsct vfthin 5 days att�r the final acceptartce of all other aork on the project. . SECTION 25917A - EARTS WATERgpgS .-r DESCRIPTION 25917A.01 General TE�ia work coneiota of iastalltag eart6 waterbara as efiown on tbe drawings and at locations aarked on t6e grouad. SECTION 25923 - ROCK RETAINING WALLS DESCRIPTION 25923.01 General This work consists of constructing rock retaining �alls in accordance with the Specifications and Drawings in lieu of constructing �11-Bench sections, at locations selected 6y tfie Contractor and approved by the Contracting Officer's Representative. ` • MATERIALS 25923.02 Stone Tbe stone aball be sound and durable, free from rifts, seams, lamenations and minerals which, by weathering, would cauae deterioration. _ Ia general, atonea shall have thicicaesses of not less than 5 inches, widtfis of not lesa than 1-1/2 times tiieir respective thicknesa, and lengths of not lesa thaa 1-1i2 times tfieir respective Widths. 50 percent of the stone ehall be greater than 1 cubic foot in volume. Round atonea shall not be used. Small stones, rock fragmenta, and fine aggregate shall be used to fill voids. CONSTRUCTION REQUIREMENTS 25423.03 Wall Foundation The wall foundation shall be excavated for form a stable FULL BENCH footing as ehown on the Drawinga. Tfie foundation widtfi sfiall be a minimum of 24 inches or 1/2 the wal,l �ieight, wTiichever is greater, and shall be approved by the Engineer before any rock is placed. The Contractor shall notify the Engineer 48 iwurs ia advance for approval of the foundation. 25923.04 Wall Conatruction Jointa in walls ahall always be staggered at least 4 inches or more horizontally from the ad�acent joint in the next course. At least lj4 of the front and rear faces of the wall shall be headera having a length at least 2-1/2 times their width. All headers shall be laid with their greateat dimension extending into the wall except at corners. At cornere, alternating courses shall have headera with their greateet dimension extending parallel with the wall. Each etone placed shall be etable on the course below it. The stones shall be placed without mortar and backfilled with native material. 25423-1 (1/82) ROCK RETAINIIdG WALLS The axposed facea of iadividual atonao sliall be pual.lel to tbe faceg = of tha valle iu vfiicb tbs otone� are �et. Tbe atones aiiall 6e bandled ao aa aot to �ar or di�place stones already aet. Suitabl� equipaent �ha12 be provided for eetting of stones larger than thoe• tEiat caa be fiaadled by t�a �en. TEie rolling or turaiag of atoaee on tbo Walla vill not be peznitted. Lrge etone• ahall be uaed fos the botto� couraea. In geaeral, tfie stones sball decraaa� in size fron tbe bottos to tbe top of tbe work. � TE�e outer faca of the wall a6all have an inward slope o# 2-3 iachea to every foot of height. ` Whea rock� for tho Rock Retainigg Wall are sore tban a 30�-foot radiu� froa tbe inatallation site, a rock BOBROfi �ource vill 6e �bow on projact sap, atalced or de�ignated on the grouad. T�ere will be ao extra payaoat for hauling rock over 3fl0 feet. • ADDENDUM 25913.1 lA Drainage dips shall be constructed on grades exceeding 100 feet in length so as to provide ample drainage. 25917A.012 Eazth waterbars may be constructed of rock in lieu of dirt. Earth waterbars shall be constructed on trail grades exceeding 15%. 25950.00 Existin�Trail Trail will be brought to new specifications regarding drainage.Trail alignment shall be rerouted so as to provide the most direct and or most desirable route to coatrol erosion. Abandoned trail shall be obliterated by covering with brush and limbs removed for clearing and by placing rocks to discourage further use. � 25900-DEFINITIONS CLEARING UMITS TRAILWAY CATCH POINT �Rp`No _ BACK SLOPE ��`NF OUTSLOPE--� 1NGE POINT � � IN SI.fJPE � HINGE POINT--�•� Fi�L SLOPE TRAIL TREAD • TRAIL BED � PARTIAL FILL SECTlON CLEARING LIMITS CATCH P01 NT ♦ � � � ♦ � � � ♦ � `� ��� `� G � • ��� `��ti� -o�' �����L�` \ � � � . � �-- I N SLOPE \� DAYLIGHT . OUTS�OPE `� HINGE P 01 N TRAIL TREAD TRAIL BED TRAILWAY FULL BENCH SECTION TYPICAL. SECTION$ NOT TO SCALE ' , ?_.�900-4 ('1 /8� � Z59i2-CLEARING AND GRUB6ING � ` � � • .. , '+ t r 1 � !% • s L/ �''' „ � ` 1 •. ; '���'+./� Y�� r fv��i� � '�.1•r . s � . _ � t' � � �, ' s �b r • � ...,.�..-�°�.......� � . � '�'� i . , r .,, — — \� I � ,: ��«.,aE , � � (` �.�Nd/� ALL BRUSH WITHIN, � �� LEAVE TREES � � i � j " �,����!� O R E X T E N D l N G I N T O � G R E A T E R T H A N � � � " � . THE 8' CLEARING I 1 10" O.B.H. � � i 1, '�'"�� Ll M IT SHALL 6E CUT, � I � . FLUSH WITH GROUND � � � 1 � � / SURFACE � • k REMOVE TREES Q I � s �f �, � 'I � � LESS� THAN 10"�Q I I � , SAW BRANCHES � . D. B.H. ' W I ( � � !i FL.USH WITH TRUNK 'r � ' cJ.� ' � RATHER THAN CUT i :,, � , �, � �1f � � o I I i �� TREE • G� CI.EARANCE — f,.''�'�r;�`'�� �t�: ... � �. � � �' "/`�` 3' � � . . '��. . �`~�`.y' � �' , i ! ' •I ' . :•�� . 6 .CLEARANCE M1N. I � � � ����='�_; SEE SU8-SECT259�2.02 � ' CUT STUMPS PARA- •.:- � I r �"�' I � � i� LLEL WITH GROUND � -, � � �J �'� SEE SU8-SECT. 259120 'r. • . _ , :. � p"' ���: :,.��h':�, ti f�,� ,��:t::.. � I I . . , .. , « ,t��. : � � t�'; . :i; �����, _ �i:.:tit. i:. � :.. ••�'' • • ...�'.j•.y. , ��.�i. TRAILWAY CL.FARING LIMITS 25912-4 (`(/82) + NOT TO SCALE � � . . - 25912 CLEARING AND G�tU88�NG . ` �e o , y�+= ` p �:e �•� � o • , 10 � . � • ��� � ` � ' ���•o ����iu l. � o ° o o ; o:`� ' � �i .�i 'o' ` . .�; o o ' e �� �+��.� ;w� � oo � . b� � — — — — — — — � � vo , , J `� � r — — — — , i W v �� ,��'J �J'i�� ► o e I I ��� °o '3�• ' ,� ,��--�' . � / � - � s°o��•u�u � ' �' CLEARING LIMIT � - ��``'•:%" � i , i � i I � . � � I , �� I . J � .��%'� C7 + z � SAW BRANCHES FUJSH ' ;ys I ���� � � WITH THE TREE TRUNK � ,t��,.. 'Q I SO AS NOT TO I.EAVE � -. •�•�•:'•: -�1� �' , j� I PROTRUOING STUBS ' ..� 'f• : � _ V � . • - � tirr• , ' I � O � I :� 1 BRUSH EXTENOING ' �''��:: . ' I . INTO LIMIT SHALL BE CUt�•:':�::., � FLUSH WITH THE MAIN STEIM �' � AT A BRANCH FdRK OR AT . _ _ � ` GROUNO I.EVEL IF A FORK A7 THE • ':• '+' = MAIN S7EM IS NON-ExIST1NG. ' ' •'� `...��„ .�;` •;ti••, , . � 'f'•� •�'••�• � � � � � •1. • :.;. ,:j��` TRA1LwAy CL�ARtuG "L�r��Ts NOT TO SCALE 259i2-5 (1 /82) � 25913 -TRAI L1NAY EXCAVQTI ON � , F1G,UR_E A . �sLOPE RouNo�Nv �M W � COMMIGN MATERIAL a 6• N 6's �TRAI L W S09'v " �n . \��\ � FULL BENCH o . �� 1:l BACK � SLOPE ��� _ � f- � 3 ��� J � I w ��� I 3/4 BENCH Z �� J � W I:1 BACX SLOPE� �� � � I I/2:1 F1LL S�OPE > . i � _ � U Z 30'Jie ' m BALANCEO SECTION a I:l 9ACK SLOPE L �� � F.. - ! I/2: 1 F1LL SLOP� Z - • � � O � Q 0 to 10% � SI DE SLOPE 1. - TRA1 L TREA►D TRAIL 8ED na�� eE w�o�, �s . ��- . � 3� TYPICAL CROSS SECTIONS . WITH S10E SLOPES 09'o TO 50 9'a � 25913 -7 ('t /82) NOT TO SCALE p� �,,� = ,�p.'� �.� `��c P �. o �. . 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