Florissant Fossil Beds Geologic Trail
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PEAK to PRAIRIE: BOTANICAL LANDSCAPES of the PIKES PEAK REGION Tass Kelso Dept of Biology Colorado College 2012
!"#$%&'%!(#)()"*%+'&#,)-#.%.#,/0-#!"0%'1%&2"%!)$"0% !"#$%("3)',% &455%$6758% /69:%8;%+<878=>% -878?4@8%-8776=6% ABCA% Kelso-Peak to Prairie Biodiversity and Place: Landscape’s Coat of Many Colors Mountain peaks often capture our imaginations, spark our instincts to explore and conquer, or heighten our artistic senses. Mt. Olympus, mythological home of the Greek gods, Yosemite’s Half Dome, the ever-classic Matterhorn, Alaska’s Denali, and Colorado’s Pikes Peak all share the quality of compelling attraction that a charismatic alpine profile evokes. At the base of our peak along the confluence of two small, nondescript streams, Native Americans gathered thousands of years ago. Explorers, immigrants, city-visionaries and fortune-seekers arrived successively, all shaping in turn the region and communities that today spread from the flanks of Pikes Peak. From any vantage point along the Interstate 25 corridor, the Colorado plains, or the Arkansas River Valley escarpments, Pikes Peak looms as the dominant feature of a diverse “bioregion”, a geographical area with a distinct flora and fauna, that stretches from alpine tundra to desert grasslands. “Biodiversity” is shorthand for biological diversity: a term covering a broad array of contexts from the genetics of individual organisms to ecosystem interactions. The news tells us daily of ongoing threats from the loss of biodiversity on global and regional levels as humans extend their influence across the face of the earth and into its sustaining processes. On a regional level, biologists look for measures of biodiversity, celebrate when they find sites where those measures are high and mourn when they diminish; conservation organizations and in some cases, legal statutes, try to protect biodiversity, and communities often struggle to balance human needs for social infrastructure with desirable elements of the natural landscape. -
Denudation History and Internal Structure of the Front Range and Wet Mountains, Colorado, Based on Apatite-Fission-Track Thermoc
NEW MEXICO BUREAU OF GEOLOGY & MINERAL RESOURCES, BULLETIN 160, 2004 41 Denudation history and internal structure of the Front Range and Wet Mountains, Colorado, based on apatitefissiontrack thermochronology 1 2 1Department of Earth and Environmental Science, New Mexico Institute of Mining and Technology, Socorro, NM 87801Shari A. Kelley and Charles E. Chapin 2New Mexico Bureau of Geology and Mineral Resources, New Mexico Institute of Mining and Technology, Socorro, NM 87801 Abstract An apatite fissiontrack (AFT) partial annealing zone (PAZ) that developed during Late Cretaceous time provides a structural datum for addressing questions concerning the timing and magnitude of denudation, as well as the structural style of Laramide deformation, in the Front Range and Wet Mountains of Colorado. AFT cooling ages are also used to estimate the magnitude and sense of dis placement across faults and to differentiate between exhumation and faultgenerated topography. AFT ages at low elevationX along the eastern margin of the southern Front Range between Golden and Colorado Springs are from 100 to 270 Ma, and the mean track lengths are short (10–12.5 µm). Old AFT ages (> 100 Ma) are also found along the western margin of the Front Range along the Elkhorn thrust fault. In contrast AFT ages of 45–75 Ma and relatively long mean track lengths (12.5–14 µm) are common in the interior of the range. The AFT ages generally decrease across northwesttrending faults toward the center of the range. The base of a fossil PAZ, which separates AFT cooling ages of 45– 70 Ma at low elevations from AFT ages > 100 Ma at higher elevations, is exposed on the south side of Pikes Peak, on Mt. -
15 Landscape and Aesthetics Corridor Plan
- 15 landscape and aesthetics corridor plan I-15 FROM PRIMM TO MESQUITE CORRIDOR PLAN DESIGN WORKSHOP MacKay & Somps JW Zunino & Assoc. CH2MHill Jones & Jones August 3, 2005 1-15 corridor plan Endorsement MESSAGE FROM THE GOVERNOR OF NEVADA MESSAGE FROM THE DIRECTOR KENNY C. GUINN NEVADA DEPARTMENT OF TRANSPORTATION JEFFREY FONTAINE, P.E. On June 30, 2002, the Nevada Department of Transportation adopted It is NDOT's responsibility to ensure that landscaping and aesthetics as policy, "Pattern and Palette of Place: A Landscape and Aesthetics are an important consideration in building and retrofitting our high- Master Plan for the Nevada State Highway System". Now, the second way system. This Landscape and Aesthetics Corridor Plan for I-15 in phase of planning is complete. This I-15 Landscape and Aesthetics Northern Nevada helps realize our vision for the future appearance of Corridor Plan represents a major step forward for the Landscape and our highways. The plan will provide the guidance for our own design Aesthetics program created by the Master Plan. It is significant teams as well as help Nevada's citizens play an important role in the because it involves local public agencies and citizens in the planning context-sensitive solutions for today's transportation needs. process so that Nevada's highways truly represent the State and its Together, we will ensure our highways reflect Nevada's distinctive people. The Corridor Plan will be the primary management tool used heritage, landscape, and culture. to guide funding allocations, promotes appropriate aesthetic design, and provides for the incorporation of highway elements that unique- ly express Nevada's landscape, communities, and cities, as well as its people. -
To Download Elementary School Geology Packet
Garden of the Gods Park Contact: Bowen Gillings City of Colorado Springs Parks, Recreation & Cultural Services Email: [email protected] P: (719) 219-0108 Program updates can be found at: https://gardenofgods.com/educational/edu- 1/school-field-trips Land Use Acknowledgement: We gratefully acknowledge the native peoples on whose ancestral homeland we gather, as well as the diverse and vibrant Native communities of Colorado today. Geology of the Park Program Welcome! We look forward to sharing the geological story of Garden of the Gods with your students. We align with current Colorado Academic Standards for K-5 Earth and Space Science. Goals: Students recognize the exceptional geological wonder of the Garden of the Gods. Students gain a broad understanding of the geological events that shaped the Pikes Peak region Students gain a broad understanding of and appreciation for the science of geology. Students identify the three rock types and the three geological processes. Students recognize the geological formations in the Park, their ages, and composition. 1 Teacher Reference Guide: Basic Geology of Garden of the Gods The Pike’s Peak region has been shaped by millions of years of mountain building and erosion. There have been three different mountain building events in the geological history of this area: 1. The Ancestral Rockies (320-310 million years ago). The erosion of these first Rocky Mountains formed the sedimentary Fountain Formation and the Lyons Sandstone layers. 2. The Laramide Orogeny (70-65 million years ago). This process uplifted the Front Range. The layers seen in the Garden were forced upright as the land broke along the Rampart Range Fault. -
Cultural Resources Study for the 1270 Arrow Highway Project
CULTURAL RESOURCES STUDY FOR THE 1270 ARROW HIGHWAY PROJECT IRWINDALE, CALIFORNIA APNs 8532-001-002, -006, and -900 Lead Agency: City of Irwindale 5050 Irwindale Avenue Irwindale, California 91706 Preparer: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 ___________________ Signature Project Proponent: Irwindale Partners II, LLC 510 East Foothill Boulevard, Suite 206 San Dimas, California 91773 January 17, 2018 Cultural Resources Study for the 1270 Arrow Highway Project __________________________________________________________________________________________________________________ Archaeological Database Information Authors: Andrew J. Garrison and Brian F. Smith Consulting Firm: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 (858) 484-0915 Client/Project Proponent: Irwindale Partners II, LLC 510 East Foothill Boulevard, Suite 206 San Dimas, California 91773 Report Date: January 17, 2018 Report Title: Cultural Resources Study for the 1270 Arrow Highway Project, Irwindale, California (APNs 8532-001-002, -006, and -900) Type of Study: Phase I Cultural Resources Study New Site(s): None Updated Site(s): None USGS Quadrangle: Baldwin Park, California (7.5 minute) Acreage: Approximately 79 acres Key Words: Archaeological study; negative; no impacts to cultural resources. i Cultural Resources Study for the 1270 Arrow Highway Project __________________________________________________________________________________________________________________ Table of Contents Section -
Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. 3A/8 Collapsible Grain Structure in Residual Granite Soils in South ern Africa Structure granulaire susceptible de s’effondrer dans des sols de résidu granitique en Afrique du Sud by A .B .A . B rink (Geologist) and B.A. K antey (Civil Engineer) Summary Sommaire Investigation into the cause of the sudden tilting of a water Les recherches de la cause d’un affaissement brusque d’un châ tower founded in decomposed granite lead to the discovery that teau d’eau érigé dans un terrain de granité en décomposition, the residual soil exhibited a grain structure which ‘ collapsed ’ donnèrent le résultat suivant : la terre résiduelle avait une struc on becoming inundated under load. It was subsequently observed ture qui s’effondrait lorsqu’elle était inondée sous charge. Il fut that the same phenomenon occurs in other places as well, but observé que le même phénomène se produisait aussi dans d’autres appears to be confined to slopes in areas of annual water surplus. endroits, mais semblait être limité aux pentes dans des régions The collapsible grain structure develops as a result of leaching inondées chaque année. L'affaissement de la structure du sol se out of soluble and colloidal matter from the residual soils, and produit en fonction du délavage des matières solubles et colloï conditions of advanced decomposition, relatively high annual dales des terres résiduelles. -
Special Conditions for Construction Town of Gilbert Project No. Pr084
Town of Gilbert Project PR084 Final Special Conditions Santan Vista Trail Phase 2 2017-11-27 SPECIAL CONDITIONS FOR CONSTRUCTION TOWN OF GILBERT PROJECT NO. PR084 SANTAN VISTA TRAIL PHASE 2 1 Town of Gilbert Project PR084 Final Special Conditions Santan Vista Trail Phase 2 2017-11-27 TABLE OF CONTENTS: TABLE OF CONTENTS: ................................................................................................ 3 SPECIAL CONDITIONS ................................................................................................. 4 SECTION 101 ABBREVIATIONS and DEFINITIONS .................................................. 10 SECTION 105 CONTROL OF WORK .......................................................................... 11 SECTION 106 CONTROL OF MATERIALS ................................................................. 16 SECTION 107 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC ........... 23 SECTION 109 MEASUREMENTS and PAYMENTS .................................................... 32 SECTION 201 CLEARING AND GRUBBING .............................................................. 33 SECTION 205 ROADWAY EXCAVATION ................................................................... 35 SECTION 206 STRUCTURE EXCAVATION AND BACKFILL .................................... 36 SECTION 211 FILL CONSTRUCTION ......................................................................... 37 SECTION 230 DUST PALLIATIVE APPLICATION...................................................... 38 SECTION 310 PLACEMENT AND CONSTRUCTION OF AGGREGATE BASE -
Persson Mines 0052N 11296.Pdf
THE GEOCHEMICAL AND MINERALOGICAL EVOLUTION OF THE MOUNT ROSA COMPLEX, EL PASO COUNTY, COLORADO, USA by Philip Persson A thesis submitted to the Faculty and Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Master of Science (Geology). Golden, Colorado Date ________________ Signed: ________________________ Philip Persson Signed: ________________________ Dr. Katharina Pfaff Thesis Advisor Golden, Colorado Date ________________ Signed: ________________________ Dr. M. Stephen Enders Professor and Interim Head Department of Geology and Geological Engineering ii ABSTRACT The ~1.08 Ga Pikes Peak Batholith is a type example of an anorogenic (A)-type granite and hosts numerous late-stage sodic and potassic plutons, including the peraluminous to peralkaline Mount Rosa Complex (MRC), located ~15 km west of the City of Colorado Springs in Central Colorado. The MRC is composed of Pikes Peak biotite granite, fayalite-bearing quartz syenite, granitic dikes, Mount Rosa Na-Fe amphibole granite, mafic dikes ranging from diabase to diorite, and numerous rare earth (REE) and other high field strength element (HFSE; e.g. Th, Zr, Nb) rich Niobium-Yttrrium-Fluorine (NYF)-type pegmatites. The aim of this study is to trace the magmatic evolution of the Mount Rosa Complex in order to understand the relationship between peraluminous and peralkaline rock units and concomitant HFSE enrichment and mineralization processes. Field work, petrography, SEM-based methods, whole rock geochemistry, and electron probe micro-analysis (EPMA) of micas was performed on all rock units to determine their textural, mineralogical and geochemical characteristics. Early peraluminous units such as the Pikes Peak biotite granite and fayalite-bearing quartz syenite contain annite-siderophyllite micas with high Fe/(Fe + Mg) ratios, and show relatively minor enrichments in REE and other HFSE compared to primitive mantle. -
A. Paving and Surface Materials
Paving and Surface A.Materials Waverley Council Public Domain Technical Manual | Rev G | AUG 2020 | 29 A.01 Kerbs Diamond Sawn Basalt (Bluestone) Function • Bluestone for kerbs is the standard for significant works in Bondi Junction. Supplier Contractor to nominate based on below specifications. Product • Kerbs: Straight, transition, lintel, radial length varies x Australian basalt - Bamstone 300 x 150mm • W 300mm • All outdoor surfaces must meet Australian Standards for slip resistance in outdoor spaces. • Australian basalt containing less thank 5% secondary materials Installation • under review Maintenance • under review Also refer to • Waverley Council Standard Road Drawings - R7 Basalt kerb and concrete channel - Redfern 30 | AUG 2020 | Rev G | Waverley Council Public Domain Technical Manual Paving and Surface Materials Kerbs 01 TYPICAL BLUESTONE KERB & INSTALLATION DETAILS Scale 1:20 02 ROAD REINSTATEMENT Scale 1:20 Waverley Council Public Domain Technical Manual | Rev G | AUG 2020 | 31 A.02 Kerb & Gutter Concrete Function • Concrete kerb and Gutter in grey cement is the standard for Local Centres, Neighbourhood Centres and reinstated kerbs in Bondi Junction Product • 100mm Depth. • Sulphate Resisting Cement to AS 3972. • Synthetic Fibre Reinforcement (SFR) • Recycled concrete aggregate. • All outdoor surfaces must meet Australian Standards for slip resistance in outdoor spaces. Installation • Finish in-situ concrete flush with surrounding surface Concrete kerb and channel -Oxford Street, Bondi level. Also refer to • Waverley Council -
Landslides and the Weathering of Granitic Rocks
Geological Society of America Reviews in Engineering Geology, Volume III © 1977 7 Landslides and the weathering of granitic rocks PHILIP B. DURGIN Pacific Southwest Forest and Range Experiment Station, Forest Service, U.S. Department of Agriculture, Berkeley, California 94701 (stationed at Arcata, California 95521) ABSTRACT decomposition, so they commonly occur as mountainous ero- sional remnants. Nevertheless, granitoids undergo progressive Granitic batholiths around the Pacific Ocean basin provide physical, chemical, and biological weathering that weakens examples of landslide types that characterize progressive stages the rock and prepares it for mass movement. Rainstorms and of weathering. The stages include (1) fresh rock, (2) core- earthquakes then trigger slides at susceptible sites. stones, (3) decomposed granitoid, and (4) saprolite. Fresh The minerals of granitic rock weather according to this granitoid is subject to rockfalls, rockslides, and block glides. sequence: plagioclase feldspar, biotite, potassium feldspar, They are all controlled by factors related to jointing. Smooth muscovite, and quartz. Biotite is a particularly active agent in surfaces of sheeted fresh granite encourage debris avalanches the weathering process of granite. It expands to form hydro- or debris slides in the overlying material. The corestone phase biotite that helps disintegrate the rock into grus (Wahrhaftig, is characterized by unweathered granitic blocks or boulders 1965; Isherwood and Street, 1976). The feldspars break down within decomposed rock. Hazards at this stage are rockfall by hyrolysis and hydration into clays and colloids, which may avalanches and rolling rocks. Decomposed granitoid is rock migrate from the rock. Muscovite and quartz grains weather that has undergone granular disintegration. Its characteristic slowly and usually form the skeleton of saprolite. -
Petrography and Engineering Properties of Igneous Rocks
ENGINEERil~G MONOGRAPHS No. I United States Department of the Interior BUREAU OF RECLAMATION PETROGRAPIIY AND ENGINEERING· PROPER11ES OF IGNEOUS ROCKS hy Rit~bard C. 1\lielenz Denver, Colorado October 1948 95 cents (R.evised September 1961) United States Department of the Interior STEWART L. UDALL, Secretacy Bureau of Reclamation FLOYD E. DOMINY, Commissioner G~T BLOODGOOD, Assistant Commissioner and Chief Engineer Engineering Monograph No. 1 PETROGRAPHY AND ENGINEERING PROPERTIRES ·OF IGNEOUS RO<;:KS by Richard C. Mielenz Revised 1959. by William Y. Holland Head. Petrographic Laboratory Section Chemical Engineering Laboratory Branch Commissioner's Office. Denver Technical Infortnation Branch Denver Federal Center Denver, Colorado ENGINEERING MONOGRAPHS are published in limited editions for the technical staff of the Bureau of Reclamation and interested technical circles in Government and private agencies. Their purpose is to record devel opments, innovations, .and progress in the engineering and scientific techniques and practices that are employed in the planning, design, construction, and operation of Rec lamation structures and equipment. Copies 'may be obtained from the Bureau of Recla- · mation, Denver Federal Center, Denver, Colon.do, and Washington, D. C. Excavation and concreting of altered zones in rhyolite dike in the spillway foundation. Davis Damsite. Arizona-Nevada. Fl'ontispiece CONTENTS Page Introduction . 1 General Basis of Classification of Rocks . 1 Relation of the Petrographic Character to the Engineering Properties of Rocks . 3 Engineering J?roperties of Igneous Rocks ................................ :. 4 Plutonic Rocks . 4 Hypabyssal Rocks . 6 Volcanic Rocks..... 7 Application of Petrography to Engineering Problems of the Bureau of Reclamation . 8 A Mineralogic and Textural Classification of Igneous Rocks . -
Outdoor Classroom Concrete Band Layout
PROJECT NOTES STAGING AND ACCESS NOTES LAYOUT AND GRADING NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH CALTRANS STANDARD SPECIFICATIONS, CURRENT 1. CONTRACTOR SHALL PROPOSE AND SUBMIT STAGING PLANS TO THE LANDSCAPE ARCHITECT AT 1. COORDINATES AND DIMENSIONS PROVIDED FOR CONCRETE WORK ARE FOR INSIDE FACE OF EDITION, THESE PROJECT SPECIAL PROVISIONS AND THE CITY OF FREMONT STANDARD DETAILS THE PRE-CONSTRUCTION MEETING. CURB OR EDGE OF CONCRETE FLATWORK. AND SPECIFICATIONS. 2. STAGING AREA SHALL BE USED FOR STORAGE OF ALL CONTRACTOR EQUIPMENT, MATERIALS 2. PRIOR TO GRADING, VERIFY AND TEST EXISTING DRAINAGE STRUCTURES, IRRIGATION LINES, AND 2. THIS PROJECT IS LOCATED WITHIN THE ALAMEDA COUNTY FLOOD CONTROL AND WATER AND CITY-FURNISHED ITEMS. UNDERGROUND UTILITY LOCATIONS. REPORT FUNCTIONALITY OF SYSTEMS AND NOTIFY CONTROL DISTRICT. 3. PRIOR TO VEHICULAR EQUIPMENT ACCESS INTO THE SITE, THE CONTRACTOR MAY NEED TO PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK SHOULD CONFLICTS EXIST 3. PRIOR TO ANY CONSTRUCTION COMMENCEMENT, AN ENCROACHMENT PERMIT SHALL BE PROTECT THE EXISTING SURFACES FROM DAMAGE. PROTECTIVE SHEETING OR PLATING TO BETWEEN PLANS AND SITE CONDITIONS. CONTRACTOR SHALL REPAIR ANY DAMAGED PROPERTY OBTAINED FROM ALAMEDA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT PROTECT SURFACES SHALL BE PAID FOR IN ALL THE VARIOUS BID ITEMS OR WORK. AT NO EXPENSE TO THE CITY. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN DISTRICT RIGHT-OF-WAY AND FOR THE 4. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS AND CIRCULATION IN THE PARKING LOTS 3. COORDINATE ALL CONSTRUCTION ELEMENTS PRIOR TO INSTALLATION. VERIFY CRITICAL CONSTRUCTION, MODIFICATION OR CONNECTION TO DISTRICT-MAINTAINED )$&,/,7,(6 ALL AT ALL TIME DURING CONSTRUCTION.