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Home My WebLink AboutB18-0143_Approved Plans_1525364315.pdfBus Shelter deleted from project 05/03/18 Bus Shelter deleted from project 05/03/18 Bus Shelter deleted from project 05/03/18 Bus Shelter deleted from project 05/03/18 Bus Shelter deleted form project 05/03/18 05/03/18 Stair to have min 11" treads and maximum 7" risers nosing and variance per IBC 1011.5 Hand rails req'd on both sides of stair miin 34" max 38" above the nosing extensions and returns per IBC 1014.1 Guards min 42" high max 4" openings 05/03/18 05/03/18 Bus Shelter deleted from project 05/03/18 02 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 05/03/18 XXXX X XTW 85.0-85.5 BW 83.7 TAPER WALL DOWN AS NEEDED TW 85.0-85.5 TW 85.0-85.5 BW 83.7 TAPER WALL DOWN AS NEEDED TW 86.0 83.683.4 83.6 84.1 84.084.0 84.0 83.0 82.9 82.8 83.8 MINIMIZE EXCAVATION IN THIS AREA TO PROTECT ROOT SYSTEM TAPER WALL DOWN AS NEEDEDGRADE THIS AREA AS NEEDED TO MATCH INTO EXISTING WALL 2% 2%2% BEAMSTONE BOULDER WALL, TYP. BEAMSTONE BOULDER WALL, TYP. NEW ENTRY SIGN LOCATION PLACE BOULDER ON COMPACTED SUBGRADE BACKFILL WITH NATIVE SOIL/PLANTING MIX PER PLAN EXISTING GRADE BEAMSTONE BOULDER WALL PER PLANS PROPOSED GRADE DRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail, CO 81657 ph. 970-479-2158 www.vailgov.com SCALE ENTRY AREA GRADING PLANGB BasePlan 4/6/18 1"= 20' L-1.1LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONNorthScale: 1"= 20' 0' 10' 20' 40' NOTES: 1. BOULDER WALLS AND GRADING SHALL REQUIRE FIELD VERIFICATION PRIOR TO INSTALLATION. 2. BOULDER WALLS SHALL BE FIELD STAKED BY A PROFESSIONAL SURVEYOR AND ADJUSTED AS NEEDED BY THE OWNER'S REPRESENTATIVE. 3. NO GRADING WORK SHALL OCCUR BELOW THE DRIPLINE OF THE CRABAPPLE SLATED FOR PRESERVATION WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE BEAMSTONE BOULDER WALLS SCALE: 1/4"= 1'-0" BOULDER WALL NOTES: 1. CONTRACTOR SHALL USE STRAPS OR OTHER MEANS TO PROTECT BOULDERS FROM SCARS AND SCRATCHES 2. GRADES IN FRONT OF WALLS SHALL BE GRADED TO DRAIN AWAY FROM THE WALLS AT A MIN OF 2% 3. PREPARE SOIL BEHIND WALLS IN ACCORDANCE WITH SITE PREPARATION PLANS FOR SHRUB OR SEED AREAS. THIS IS A NEW SHEET FOR ADDENDUM 1 05/03/18 D W E S T PROTECT EXISTING CRABAPPLE TREE FROM DAMAGE. PLACE CONSTRUCTION FENCE AROUND DRIPLINE TRANSPLANT EXISTING TREES TO NEW BUS STOP ISLAND AND OTHER LS AREAS. ALL TO BE HAND DUG, MOVED TO A SECURE LOCATION, HEELED IN AND WATERED DAILY UNTIL PLANTED IN FINAL LOCATION: (3) ASPEN, (1) CHOKECHERRY. SEE PLANT SCHEDULE SHEET L-4. REMOVE BOULDER WALL. REUSE ROCKS WITHIN NEW WALLS AS SHOWN ON SHEET L-4 EX. PERENNIALS TO BE REMOVED BY OWNER RELOCATE ENTRY SIGN PERCIVIL DRAWINGS ART PIECE TO BE RELOCATED BY TOWN OF VAIL CREWS. SEE SHEET L-4 FOR NEW LOCATION. CONCRETE BASE BY CONTRACTOR. BID ALT LANDSCAPE WORK MAIN BID LANDSCAPE WORK BID ALT LANDSCAPE WORK MAIN BID LANDSCAPE WORK REMOVE ALL STUMPS AND ROOTBALLS XXXX X XDRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail,CO 81657 ph. 970-479-2158 www.vailgov.com SCALE LANDSCAPE SITE PREPARATIONGB BasePlan 3/15/18 . 1"= 20' L-1LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONNorth Scale: 1"= 20' 0' 10' 20' 40'XX XKEY: TREE FOR REMOVAL CONSTRUCTION FENCING AROUND TREE TREES AND SHRUBS TO BE RELOCATED. SEE NOTES NOTES: 1. THIS SHEET SHOWS LANDSCAPE-RELATED SITE PREPARATION WORK. REFER TO CIVIL SHEETS FOR ADDITIONAL SITE PREPARATION WORK 2. DUE TO CONCERNS REGARDING SEVERE DROUGHT, THE LANDSCAPE WORK WILL BE BID IN TWO PARTS - MAIN BID AND BID ALTERNATE 1. THE DECISION ON WHETHER TO PROCEED WITH THE BID ALT SHALL BE BASED ON SPRING WEATHER CONDITIONS AND CONSULTATIONS WITH EAGLE RIVER WATER AND SANITATION DISTRICT ON AVAILABILITY OF IRRIGATION WATER. DETERMINATION BY MAY 18TH. 3. TREES SLATED FOR REMOVAL SHALL BE FIELD MARKED BY TOWN LANDSCAPE ARCHITECT. SOME TREES MARKED FOR REMOVAL IN THIS PLAN MAY BE KEPT IN PLACE TO BE DETERMINED AT THE TIME OF THE PROJECT. 4. APPROXIMATELY FIFTY (50) SHRUBS ARE SHOWN BELOW IN FOUR "CLOUDS". THEY ARE TO BE RELOCATED TO SEVERAL LOCATIONS IN THE LIONSHEAD/VAIL VILLAGE VICINITY. HAND DIG, RELOCATE PER TOWN LANDSCAPE ARCHITECT. PRICE PER BID FORM. 5. THREE ASPEN AND ONE CANADA RED CHOKECHERRY TO BE RELOCATED WITHING THE PROJECT AREA DEPENDING ON THE PROJECT SCHEDULE. DETERMINATION BY TOWN LANDSCAPE ARCHITECT. PRICE PER BID FORM. 6. ALL STUMPS AND ROOTBALLS SHALL BE REMOVED AND DISPOSED OF. THIS INCLUDES STUMPS OF PREVIOUSLY REMOVED TREES. IF STUMPS CANNOT BE REMOVED WITHOUT CAUSING DAMAGE TO REMAINING TREES, THE OWNER'S REP MAY DETERMINE THEY SHOULD REMAIN IN PLACE. SHRUB BED PREPARATION. SEENOTES NATIVE SEED BED PREPARATION. SEENOTES SHRUB BED PREPARATION PREPARE ALL SHRUB PLANTINGS AREAS AS FOLLOWS: · REMOVE AND DISPOSE OF EXISTING GRASS, MULCH OR OTHER EXISTING SURFACE TREATMENT · LOOSEN SOIL TO A DEPTH OF 12" USING MECHANICAL MEANS · ADD TOPSOIL, COMPOST OR OTHER AMENDMENTS AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND PAID ACCORDING TO THE BID FORM · GRADE SURFACE TO MATCH SURROUNDING AREAS · INSTALL PLANT MATERIAL AND SPECIFIED SURFACE TREATMENT SEED BED PREPARATION PREPARE NATIVE SEED AREAS AS FOLLOWS: · REMOVE AND DISPOSE OF EXISTING GRASS, MULCH OR OTHER EXISTING SURFACE TREATMENT · LOOSEN SOIL TO A DEPTH OF 6" USING MECHANICAL MEANS · ADD TOPSOIL, COMPOST OR OTHER AMENDMENTS AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND PAID ACCORDING TO THE BID FORM · GRADE SEED BED TO DRAIN · APPLY SEED MIX #1 OR #2 BY HAND AT THE SPECIFIED RATE · HAND RAKE SEED BED TO ENSURE SEED/SOIL CONTACT · APPLY HYDROMULCH NOTE: RESEED ALL DISTURBED AREAS AND AREAS SPECIFIED AS SEED BED PREPARATION AREAS WITH SEED MIX #1 - LOW GROW NATIVE MIX - UNLESS OTHERWISE NOTED. SEE SHEET L-4 FOR SEED MIXES. 05/03/18 LIONSHEAD PARKING STRUCTURE LIONSHEAD TRANSIT CENTER BUS LANE S O U T H F R O N T A G E A S T L I O N S H E A D C I R C L ELIONSHEAD TRANSIT CENTER IT MAY NOT BE FEASIBLE TO REMOVE THIS STUMP WITHOUT IMPACTING THE ADJACENT TREES. REMOVE AND BURY TOP 6" OF EXPOSED TRUNK. BEAMSTONE LANDSCAPE BOULDER, TYP. LIONSHEAD PARKING STRUCTURE S O U T H F R O N T A G E R O A D W E S T LIONSHEAD TRANSIT CENTER BID ALT LANDSCAPE WORK MAIN BID LANDSCAPE WORK BID ALT LANDSCAPE WORK MAIN BID LANDSCAPE WORK DRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail, CO 81657 ph. 970-479-2158 www.vailgov.com SCALE LANDSCAPE SITE PREPARATIONGB BasePlan 3/15/18 . 1"=20' L-2LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONNorthScale: 1"= 20' 0' 10' 20' 40' KEY: TREE FOR REMOVAL SHRUBS TO BE RELOCATED. SEE NOTES NOTES: 1. THIS SHEET SHOWS LANDSCAPE-RELATED SITE PREPARATION WORK. REFER TO CIVIL SHEETS FOR ADDITIONAL SITE PREPARATION WORK 2. SEE SHEET L-1 FOR SITE PREPARATION, SHRUB BED PREPARATION AND SEED BED PREPARATION NOTES. 3. APPROXIMATELY TWELVE (12) SHRUBS ARE SHOWN BELOW IN TWO "CLOUDS". THEY ARE TO BE RELOCATED TO SEVERAL LOCATIONS IN THE LIONSHEAD/VAIL VILLAGE VICINITY. HAND DIG, RELOCATE PER TOWN LANDSCAPE ARCHITECT. PRICE PER BID FORM. SHRUB BED PREPARATION. SEE NOTES NATIVE SEED BED PREPARATION. SEE NOTES 05/03/18 LIONSHEAD PARKING STRUCTURE E A S T L I O N S H E A D C I R C L E SKIER DROP-OFF ENTRY INSTALL 25" WIDE PAVER APRON W/ BOLLARD SLEEVES PER DETAIL ABOVE. APRON APPROX 110' LF INSTALL THREE BEAMSTONE BOULDER WALLS FOR PLANTINGS PER DETAIL ON SHEET L-7. LOCATIONS TO BE STAKED BY TOWN LANDSCAPE ARCHITECT. STEEL EDGING EXISTING STORM SEWER AND IRRIGATION MAINLINE. LOCATE AND POTHOLE PRIOR TO INSTALLATION OF BOLLARD SLEEVES. SIX (6)BOLLARDS, EVENLYSPA C E D , APP RO X 20'LANDSCAPEBOULDER, TYP.6" CURB STAGGERED PAVER LAYOUT BOLLARD EXISTING GUTTER PAN APRON NOTES: 1. PAVERS SHALL BE PAVESTONE PLAZA STONE SQUARE- 5 716" x 5 716" X 60 MM. COLOR WINTER BLEND. 2. STAGGER PAVERS WITH FOUR WHOLE AND ONE HALF PAVER PER STRIP. ALTERNATE THE HALF PAVER AT THE TOP AND BOTTOM. 2'-1" 6"6"958"2%318"PAVERS SHALL BE ATTACHED USING ASPHALT MASTIC. ALLOW 34" BELOW PAVERS FOR THICKNESS OF MASTIC (2) #4 REBAR IN CURB INSTALL 6" #4 REBAR, 3' O.C. DOWEL BETWEEN EXISTING CURB AND NEW CONCRETE, EXISTING CONCRETE PAN CUSTOM BOLLARD TOWN OF VAIL TO FABRICATE AND INSTALL BOLLARDS. CONTRACTOR TO INSTALL 4" PVC SLEEVE AT EACH BOLLARD LOCATION2'-6"DRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail, CO 81657 ph. 970-479-2158 www.vailgov.com SCALE LANDSCAPE SITE PREPARATION AND SITE WORKGB BasePlan 1/15/18 . 1"=20' L-3LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONNorthScale: 1"= 20' 0' 10' 20' 40' SHRUB BED PREPARATION. SEE NOTES NATIVE SEED BED PREPARATION. SEE NOTES KEY: NOTES: 1. THIS SHEET SHOWS LANDSCAPE-RELATED SITE PREPARATION WORK. 2. SEE SHEET L-1 FOR SITE PREPARATION, SHRUB BED PREPARATION AND SEED BED PREPARATION NOTES. 05/03/18 (1) RGR (1) CBS-FA (1) STLR (1) MSR (13) BAG (3) SMS (1) SWN (1) VDW (3) GFS (1) DGN (3) IDW (1) RH (1) BTM (3) GFS (1) CBS-FA (7) GLS (4) BJ (5) LMS (1) WS (1) BAG (1) VDW (1) GE (1) MSR (2) SWN (1) RGR (2) SMS (1) BAG (3) BJ RELOCATE "BIRDS OF PARADISE" ART PIECE RELOCATE PARKING STRUCTURE ENTRY SIGN PROTECT EXISTING CRABAPPLE TREE (1) CBS (6) NC (1) CBS-FA (2) SHS (2) DGN (1) CGR (1) RH (2) SWN(1) GE (1) BTM (3) GFS (2) IDW (4) IDW (2) PC (1) BAG (4) LMS (2) TRANSPLANT QA(1) TRANSPLANT CRC (3) IDW COBBLE MULCH UNDER ROOF OVERHANG (2) AC-G (2) BJ (1) BAG (2) DGN (1) VDW (4) GFS (1) DGN (2) DGN LANDSCAPE MAIN BID LANDSCAPE WORK LANDSCAPE MAIN BID LANDSCAPE WORK BEAMSTONE BOULDER WALLS, TYP. BEAMSTONE BOULDER WALLS, TYP. DRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail, CO 81657 ph. 970-479-2158 www.vailgov.com SCALE PLANTING PLAN - PARKING STRUCTURE ENTRYGB BasePlan 2/15/18 1"=20' L-4LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONNorthScale: 1"= 20' 0' 10' 20' 40' PLANT SCHEDULE SYMBOL COMMON NAME SCIENTIFIC NAME SIZE FORM QTY NOTES Evergreen Trees BTM Big Tuna Mugo Pinus mugo 'Big Tuna' #20 Containter 3 CBS Colorado Blue Spruce Picea pungens 10' B&B 4 CBS-FA Fat Albert Blue Spruce Picea pungens 'Fat Albert' 10' B&B 4 Deciduous Trees CRC-MS Canada Red Chokecherry Prunus virginiana 'Shubert' 6' B&B 2 Multi-stem clump CRC-SS Canada Red Chokecherry Prunus virginiana 'Shubert' 2" Cal B&B 2 Single-stem tree RH Russian Hawthorne Crataegus ambigua 2" Cal B&B 9 Single-stem tree QA Quaking Aspen Populus tremuloides 2-1/2" B&B 6 Single-stem, Nursery Evergreen Shrubs BJ Buffalo Juniper Juniperus sabina 'Buffalo' #5 Container 29 BJ-REL Relocate existing juniper Dug 6 Dig, protect, replant WS Waldbrun Spruce Picea pungens 'Waldbrunn' #6 Container 1 Deciduous Shrubs AC-G Alpine Currant Ribes alpinum 'Green Mound' #5 Container 6 ACR Austrian Copper Rose Rosa foetida 'Bicolor' #5 Container 1 CGR Cuthbert Grant Rose Rosa 'Cuthbert Grant' #5 Container 1 CRD Colorado Dogwood Cornus sericea colorodense #5 Container 11 CJL Charles Joly Lilac Syringa vulgaris 'Charles Joly' 5' B&B 2 Clump DGN Dart's Gold Ninebark Physocarpus opulifolius 'Dart's Gold' #5 Container 19 GE Golden Elder Sambucus canadensis 'Aurea' #5 Container 8 GFS Gold Flame Spirea Spirea japonica 'Goldflame' #5 Container 25 GLS Gro-Low Sumac Rhus aromatica 'Gro-Low' #5 Container 7 PLANT SCHEDULE (Continued) SYMBOL COMMON NAME SCIENTIFIC NAME SIZE FORM QTY NOTES IDW Isanti Dogwood Cornus sericea 'Isanti' #5 Container 20 LMS Limemound Spirea Spirea japonica 'Limemound' #5 Container 13 MSR Morden Sunrise Rose Rosa 'Morden Sunrise' #5 Container 2 NC Native Chokecherry Prunus virginiana melanocarpa' 6' B&B 9 Multi-stem clump PC Peking Cotoneaster Cotoneaster lucidus #7 Container 9 RGR Red Grootendorst Rose Rosa 'Red Grootendorst' #5 Container 5 RMS Rocky Mountain Sumac Rhus glabra cismontana #5 Container 17 SHS Shadblow Serviceberry Amerlanchier canadensis #5 Container 10 SMS Snowmound Spirea Spirea nipponica 'Snowmound' #5 Container 10 SWN Summer Wine Ninebark Physocarpus opulifolius 'Summer Wine' #5 Container 10 STLR Sir Thomas Lipton Rose Rosa 'Sir Thomas Lipton' #5 Container 2 VDW Variegated Dogwood Cornus alba "Argeneomartinata' #5 Container 8 WR Woods Rose Rosa woodsii #5 Container 4 Ornamental Grasses BAG Blue Avena Grass Helictitrichon sempervirens #5 Container 20 SEED MIX #1 - LOW GROW NATIVE MIX - PAWNEE BUTTES SEED COMPANY Idaho Fescue Festuca idahoensis 25% Sandberg Bluegrass Poa secunda 25% Rocky Mountain Fescue Festuca saximontana 25% Canby Bluegrass Poa secunda 25% SEED MIX #2 - CUSTOM MIX Mountain Brome Bromus marginatus 50% Slender Wheatgrass Elymus trachycaulus 50% 05/03/18 (1) CJL (1) CBS (2) SHS (2) PC (2) QA (1) RH (1) CBS (1) GE (2) CRC-MS (1) PC (2) CRD (4) DGN (2) NC (2) QA(1) NC (3) BJ-REL (1) GE (1) VDW (2) DGN (2) PC (1) BAG (3) IDW (1) VDW (3) SWN (1) RH (4) LMS (1) BAG (3) BJ-REL (2) SMS (4) WR (3) IDW (3) SMS (2) DGN (1) VDW (3) GFS (1) BAG (1) GE (2) SWN LIONSHEAD PARKING STRUCTURE LIONSHEAD TRANSIT CENTER BUS LANE S O U T H F R O N T A G E R O A D W E S T E A S T L I O N S H E A D C I R C L E(1) RGR LIONSHEAD TRANSIT CENTER BEAMSTONE LANDSCAPE BOULDER, TYP. LIONSHEAD PARKING STRUCTURE S O U T H F R O N T A G E R O A D W E S T LIONSHEAD TRANSIT CENTER (4) AC-G (2) RH(2) QA (1) CBS (2) SHS (2) SHS (1) RGR (3) DGN (1) GE (6) NC (1) CBS-FA (2) SHS (2) DGN (1) CGR (1) RH (2) SWN(1) GE (1) BTM (1) ACR (1) VDW (1) CJL (2) IDW (3) GFS (3) GFS (2) IDW (1) TRANSPLAN (2) DGN BID ALT LANDSCAPE WORK MAIN BID LANDSCAPE WORK BID ALT LANDSCAPE WORK MAIN BID LANDSCAPE WORK BEAMSTONE BOULDER WALLS, (1) STLR DRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail, CO 81657 ph. 970-479-2158 www.vailgov.com SCALE PLANTING PLAN - NORTH SIDEGB BasePlan 3/13/18 1"=20' L-5LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONNorth Scale: 1"= 20' 0' 40'20' 10' NOTES: 1. SEE SHEET L-4 FOR PLANT SCHEDULE AND NATIVE SEED MIXES 2. RESEED ALL DISTURBED AREAS AND AREAS SPECIFIED AS SEED PREPARATION AREAS WITH SEED MIX #1 - LOW GROW NATIVE - UNLESS OTHERWISE NOTED. 3. PREPARE SHRUB BEDS AS SPECIFIED ON SHEET L-1 4. AN IRRIGATION DESIGN SHALL BE PREPARED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHOULD BE PREPARED TO ALTER THE EXISTING SYSTEM TO PROVIDE SPRAY IRRIGATION ZONES, TEMPORARY SPRAY IRRIGATION AND DRIP IRRIGATION TO FLOWER, SHRUB, TREE AND NATIVE GRASS AREAS AS NEEDED. 5. ALL BEAMSTONE BOULDERS SHALL BE PLACED AT THE DIRECTION OF THE OWNERS REPRESENTATIVE. 05/03/18 LIONSHEAD PARKING STRUCTURE E A S T L I O N S H E A D C I R C L E SKIER DROP-OFF ENTRY NATIVE GRASS AREA. REMOVE MULCH, LOOSEN SOIL TO 6" DEPTH. GRADE TO DRAIN, PREPARE SEED BED. SEED MIX #1/ HYDROMULCH. APPROX 400 S.F. STEEL EDGING (10) RMS (1) CBS-FA (2) PC (1) RH (9) CRD (2) RH (1) GE (7) RMS (12) BJ (1) VDW (1) RGR (1) IDW (3) GFS (3) GFS (1) IDW (1) SHS (4) BJ (1) RGR (1) IDW (1) GE (1) SHS(1) CRC-SS C I R C L E (1) BTM STEEL EDGING BEAMSTONELANDSCAPEBOULDER, TYP.DRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail, CO 81657 ph. 970-479-2158 www.vailgov.com SCALE PLANTING PLAN - WEST ENDGB BasePlan 2/15/18 . 1"=20' L-6LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONNorth Scale: 1"= 20' 0' 10' 20' 40' NOTES: 1. SEE SHEET L-4 FOR PLANT SCHEDULE AND SEED MIXES 2. LANDSCAPE PLANTINGS AND BOULDER WORK SHOWN ON THIS SHEET SHOULD BE PRICED AS PART OF BID ALTERNATE A. 3. PAVER APRON, IRRIGATION AND SOIL/SEED PREP ARE PART OF MAIN BID. 4. RESEED ALL DISTURBED AREAS AND AREAS SPECIFIED AS SEED PREPARATION AREAS WITH SEED MIX #1 - LOW GROW NATIVE - UNLESS OTHERWISE NOTED. 5. PREPARE SHRUB BEDS AS SPECIFIED ON SHEET L-1 6. AN IRRIGATION DESIGN SHALL BE PREPARED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHOULD BE PREPARED TO ALTER THE EXISTING SYSTEM TO PROVIDE SPRAY IRRIGATION ZONES, TEMPORARY SPRAY IRRIGATION AND DRIP IRRIGATION TO FLOWER, SHRUB, TREE AND NATIVE GRASS AREAS AS NEEDED. 7. ALL BEAMSTONE BOULDERS SHALL BE PLACED AT THE DIRECTION OF THE OWNERS REPRESENTATIVE. 05/03/18 NOTES: 1. DETAIL DRAWN ASSUMING A 6' TALL TREE AND 30" HIGH BROWNSTONE BOULDER ON A 2:1 SLOPE. 2. SEE SITE PLAN FOR BOULDER WALL LOCATIONS 3. REMOVE WIRE BASKET AND BURLAP FROM TOP 23 OF ROOTBALL HOLE EXCAVATED TO 2X ROOTBALL DIAMETER, MIN. PLACE BOULDER ON COMPACTED SUBGRADE BACKFILL WITH NATIVE SOIL DISTANCE FROM BACK OF WALL TO TRUNK SHALL MEASURE AT LEAST THE ROOTBALL DIAMETER WOOD MULCH RING, 3" DEPTH 2X ROOTBALL DIAM., MIN. 2X ROOTBALL DIAM., MIN..DEPTH OF ROOTBALL. DO NOT OVER- EXCAVATE. 1. AFTER TREE HAS BEEN SET IN THE PLANTING PIT, REMOVE TWINE, WIRE BASKETS AND PLASTIC FROM TOP AND SIDES OF ROOTBALL. PULL BACK AND REMOVE BURLAP FROM TOP HALF OF ROOTBALL. CUT VERTICAL SLITS IN REMAINING BURLAP. 2. UNTWINE ANY CIRCLING ROOTS BEFORE BACKFILLING 3. BACKFILL SHALL BE COMPOSED OF 23 PIT SOIL PLUS 13 PLANT MIX WITH SPECIFIED FERTILIZER 4. INSTALL 2-3" OF BARK MULCH AS SPECIFIED 5. PRUNE ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT 6. STAKE ABOVE FIRST BRANCHES OR AS NEEDED FOR FIRM SUPPORT BACKFILL PER SPEC FINISH GRADE WATER RING 2-3" WOOD MULCH PER SPEC 48" TEE POST OR WOOD STAKE W/ 12 GA GALVANIZED WIRE 24" TEE POST W/ 12 GA WIRE NYLON TREE STRAP W/ GROMMET 2-3" WOOD MULCH PER SPEC WATER RING BACKFILL PER SPEC 1. REMOVE CONTAINER FROM ROOTBALL AND SET PLANT IN PLANTING PIT. PLANTS WITH CRUMPLED OR BROKEN ROOTBALLS WILL BE REJECTED. REMOVE CONTAINER CAREFULLY TO AVOID DAMAGING ROOTBALL. 2. SET TOP OF ROOTBALL AT FINISHED GRADE. 3. CUT ANY CIRCLING ROOTS BEFORE BACKFILLING. 4. BACKFILL SHALL BE COMPOSED OF 23 PIT SOIL PLUS 13 PLANT MIX WITH SPECIFIED FERTILIZER 5. INSTALL 2-3" OF BARK MULCH AS SPECIFIED 6. PRUNE ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT 2X ROOTBALL DIAM., MIN. PLACE BOULDER ON COMPACTED SUBGRADE BACKFILL WITH NATIVE SOIL/PLANTING MIX PER PLAN EXISTING GRADE BEAMSTONE BOULDER WALL PER PLANS PROPOSED GRADE NOTES: 1. BOULDER WALLS SHALL BE STAKED PRIOR TO INSTALLATION 2. BOULDERS SHALL BE PLACED AT THE DIRECTION OF THE OWNERS REPRESENTATIVE 3. CONTRACTOR SHALL USE STRAPS OR OTHER MEANS TO PROTECT BOULDERS FROM SCARS AND SCRATCHES 4. EXISTING GRADES BEHIND WALLS SHALL BE GENERALLY MAINTAINED AT EXISTING GRADES 5. GRADES IN FRONT OF WALLS SHALL BE GRADED TO DRAIN AWAY FROM THE WALLS AT A MIN OF 2% 6. PREPARE SOIL BEHIND WALLS IN ACCORDANCE WITH SITE PREPARATION PLANS FOR SHRUB OR SEED AREAS. DRAWN BY DATE SHEET TOV JOB NO. FILE NAME Dept. of Public Works 1309 Elkhorn Drive Vail, CO 81657 ph. 970-479-2158 www.vailgov.com SCALE LANDSCAPE DETAILSGB BasePlan 4/6/18 . VARIES L-7LIONSHEAD PARKING STRUCTURE LANDSCAPE RENOVATIONBEAMSTONE PLANTING WALL SCALE: 1/4"= 1'-0"5 DECIDUOUS AND EVERGREEN TREE PLANTING NOT TO SCALE1 DECIDUOUS AND EVERGREEN SHRUB PLANTING NOT TO SCALE2 BEAMSTONE BOULDER WALLS SCALE: 1/4"= 1'-0"4 CONCRETE BASE FOR ARTWORK NOT TO SCALE3 BEAMSTONE SAMPLE PHOTO 05/03/18 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:39 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.1 GENERAL NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean MolloyPHASED CONSTRUCTION NOTES 1) GENERAL: 1A)THE DRAWINGS IN THIS PACKAGE ARE INCOMPLETE AND REPRESENT A PORTION OF THE TOTAL PROJECT. COORDINATE THE WORK OF THIS PACKAGE WITH FUTURE DRAWINGS ISSUES AND UPDATED DRAWINGS TO ALL TRADES AS REQUIRED. 1B)THESE STRUCTURAL DRAWINGS ARE RELEASED FOR BIDDING ONLY. 1C)USE THE MOST CURRENT DRAWINGS IN PREPARATION OF SUBMITTALS. ALL SUBMITTALS SHALL LIST DATE OF DRAWINGS USED TO PREPARE THE SUBMITTAL. 1D)BECAUSE THIS IS A PHASED CONSTRUCTION PROJECT, THE CONTRACTOR MUST ANTICIPATE ADDITIONAL DRAWING REVISIONS AFTER EARLY BID PACKAGES HAVE BEEN ISSUED. THESE REVISIONS WILL INCREASE THE CONSTRUCTION COST. THE CONTRACTOR SHALL INCLUDE THESE ANTICIPATED COSTS IN ANY BIDS OR PRICE GUARANTEES PROVIDED TO THE OWNER. DESIGN CRITERIA 1) CODES AND STANDARDS: 1A)GENERAL DESIGN - International Building Code 2015 2) SEISMIC LOADS - SEISMIC DESIGN CATEGORY = B - RISK CATEGORY = II - EARTHQUAKE IMPORTANCE FACTOR, le = 1.00 - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 25.60 %g - MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 7.30 %g - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.272 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.117 - SOIL SITE CLASS = D - BASIC STRUCTURAL SYSTEM: STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE - STRUCTURAL SEISMIC LATERAL SYSTEM: STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE - RESPONSE MODIFICATION FACTOR, R = 1.25 - SEISMIC RESPONSE COEFFICIENT, Cs = 0.218 - SYSTEM OVERSTRENGTH FACTOR, OMEGA = 1.25 - DESIGN BASE SHEAR EAST-WEST DIRECTION = 0.57 K - DESIGN BASE SHEAR NORTH-SOUTH DIRECTION = 0.57 K - SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE 3) WIND LOADS - RISK CATEGORY = II - BASIC ULTIMATE WIND SPEED, Vult = 115 mph - BASIC NOMINAL WIND SPEED, Vasd = 89.1 mph - EXPOSURE CATEGORY = B - INTERNAL PRESSURE COEFFICIENT, Gcpi = +/-0.18 4) DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY THE CONTRACTOR 4A)PRESSURES LISTED BELOW ARE ULTIMATE 4B)FINAL CALCULATIONS TO BE COMPLETED BY CONTRACTOR 4C)COMPONENT AND CLADDING SURFACE PRESSURES (PSF) - WALLS PRESSURES WALLS AREA 10 SF 100 SF 500 SF WALLS INTERIOR NEG (ZONE 4) -20.3 -17.5 -16.0 WALLS CORNER NEG (ZONE 5) -25.1 -19.5 -16.0 WALLS POSITIVE ZONE 4 & 5 18.7 16.0 16.0 - ROOF PRESSURES ROOF AREA 10 SF 50 SF 100 SF ROOF INTERIOR NEG (ZONE 1) -17.1 -16.0 -16.0 - NET UPLIFT FOR JOIST DESIGN UNO ROOF NEGATIVE (ZONE 2) -29.8 -24.3 -21.9 - EAVES, RAKES, RIDGES ROOF CORNERS NEG (ZONE 3) -44.1 -37.5 -34.6 ROOF POSITIVE ALL ZONES 16.0 16.0 16.0 ROOF NEGATIVE ZONE 2' -34.9 -34.9 -34.9 - MONOSLOPE ROOF EAVES, RAKES, RIDGE ROOF NEGATIVE ZONE 3' -58.7 -45.4 -39.7 - MONOSLOPE ROOF CORNERS 5) LATERAL LOAD RESISTING SYSTEM DESCRIPTION: - CANTILEVERED COLUMNS MOMENT CONNECTED TO THE FOUNDATION WALL. 6) GRAVITY LOADS 6A)SEE GRAVITY LOADS TABLE SEE LOAD KEY SHEETS FOR SUPERIMPOSED DEAD LOAD AND LIVE LOADS USED IN DESIGN 6B)DRIFTING, SLIDING AND UNBALANCED SNOW - TOWN OF VAIL MINIMUM ROOF SNOW LOAD = 100 psf - SNOW EXPOSURE FACTOR, Ce = 1.0 - SNOW LOAD IMPORTANCE FACTOR, ls = 1.0 - THERMAL FACTOR, Ct = 1.20 - FLAT ROOF SNOW LOAD, Pf = 120 psf DATE DESCRIPTION Initials 04.13.2018 05/03/18 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.2 GENERAL NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean MolloyGENERAL NOTES 1) GENERAL: 1A)ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC. 1B)UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 1C)STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE. THE FOLLOWING SECTION IS INTENDED TO ADDRESS UNKNOWN CONDITIONS IN REMODELS AND ADDITIONS TO EXISTING BUILDINGS. 2) USE OF DRAWINGS: 2A)DO NOT SCALE DRAWINGS. 2B)DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2C)DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 2D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS: - CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION - THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING 3) TEMPORARY CONDITIONS: 3A)THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. REFER TO “LATERAL LOAD RESISTING SYSTEM DESCRIPTION” IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. 4) SUBMITTALS AND SUBSTITUTIONS: 4A)SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE. - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL 4B)SUBSTITUTIONS: ARCHITECT’S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 4C)NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR. 5) OSHA STANDARDS: 5A)THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 5B)THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, ETC. 5C)WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. 6) CONSTRUCTION ENGINEERING: 6A)THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: - LAYOUT - DESIGN FOR FORMWORK, SHORING, AND RESHORING - DESIGN OF CONCRETE MIXES - ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION - WELD PROCEDURES - DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS 7) COORDINATION: 7A)STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. DATE DESCRIPTION Initials 04.13.2018 05/03/18 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.3 GENERAL NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean MolloyFOUNDATION NOTES 1) DESIGN CRITERIA: 1A)THE GEOTECHNICAL REPORT PREPARED BY CTL THOMPSON, NUMBER GS05820-145, DATED 12/23/2013 AND BY KOECHLEIN CONSULTING ENGINEERS, NUMBER 09-035, DATED 12/3/2009 PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. 2) FOOTINGS: 2A)FOOTING DESIGN CRITERIA: - MAXIMUM TOTAL LOAD BEARING PRESSURE = 2500 PSF - MINIMUM CONTINUOUS FOOTING WIDTH = 16 IN - MINIMUM SPREAD FOOTING WIDTH = 2 FT - FROST DEPTH TO BOTTOM OF FOUNDATION = 48 IN 3) FOUNDATION AND RETAINING WALLS: 3A)EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: - "ACTIVE” CONDITION = 40 PCF - "AT REST” CONDITION = 60 PCF - "PASSIVE” CONDITION = 300 PCF - ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.4 3B)WALL DESIGN BASED ON In-Situ Soils ADJACENT TO FOUNDATION WALLS. DEFERRED SUBMITTALS 1) GENERAL: 1A)THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR: - EXCAVATION SHORING 1B)SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS PRIOR TO OR CONCURRENTLY WITH DRAWINGS OR PRODUCT DATA. 1B)MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 1C)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 1D)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 1E)ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 1F) FIELD WELDING SYMBOLS INDICATE SEQUENCE CONSIDERED DURING DESIGN. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE ENGINEER TO MODIFY WELD INSTALLATION LOCATION INDICATED ON THE DOCUMENTS: - FROM SHOP TO FIELD - FROM FIELD TO SHOP 1G)DEFORMED ANCHOR STUDS (DAS) AND HEADED ANCHOR STUDS (HAS / HDAS) SHALL BE SHOP OR FIELD WELDED AT CONTRACTOR’S OPTION UNLESS NOTED OTHERWISE 2) STRUCTURAL STEEL INSTALLATION: 2A)UNLESS INDICATED OTHERWISE, SNUG TIGHTEN ALL JOINTS AS DEFINED BY AISC 2B)CONNECTIONS AS INDICATED BELOW SHALL BE PRETENSIONED PER TABLE J3.1 OF ANSI/AISC 360-10 WELDING ELECTRODES E70 PER AWS RECT HSS A500 GR C 50 62 -- PLATES A36 36 58 -- OTHER SHAPES A36 36 58 -- BOLTS A325 OR F1852 -- 120 BOLTS ARE 3/4"Ø UNO, STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI) COMMENTS STEEL MATERIAL TABLE STEEL NOTES 1) WELDING REQUIREMENTS: 1A)WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. DATE DESCRIPTION Initials 04.13.2018 05/03/18 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.4 GENERAL NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean MolloyCONCRETE NOTES 1) GENERAL: 1A)ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B)DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP-66 (2004): “ACI DETAILING MANUAL” 2) REINFORCING FABRICATION: 2A)SPLICES: - NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS OR MECHANICAL CONNECTORS. 2B)MISCELLANEOUS REINFORCING REQUIREMENTS: - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED. - NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4-2011. - PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS NOTED IN TYPICAL DETAILS. 3) SLAB-ON-GRADE: 3A)VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLAB FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO INSTALLING FLOORING. 3B)TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT. 4) PLACING REINFORCEMENT: 4A)REINFORCEMENT PROTECTION: - SEE ACI 117 -10 FOR REINFORCEMENT PLACING TOLERANCES 4B)PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 5) CONSTRUCTION/CONTROL JOINTS: 5A)SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. 6) MODIFICATIONS TO HARDENED OR EXISTING CONCRETE 6A)UNLESS NOTED ON THE STRUCTURAL DOCUMENTS MODIFICATIONS AS LISTED BELOW SHALL NOT BE MADE TO HARDENED OR EXISTING CONCRETE WITHOUT APPROVAL OF THE ARCHITECT: - SAW CUTTING - CORING - CHIPPING 6B)DO NOT CUT OR DAMAGE ANY REINFORCING WITHOUT APPROVAL OF THE ARCHITECT WELDED WIRE REINFORCING, SMOOTH A1064 65 75 WELDED & FIELD BENT REINF A706 60 80 TYP REINFORCING A615 60 90 REINF ELEMENT ASTM Fy (KSI) Fu (KSI) REINFORCING MATERIAL TABLE USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: CONCRETE MIX TABLE NOTES: 2 FOOTINGS 4 NWC 0.50 3/4 (#67) 6 1 ALL CONC EXPOSED TO WEATHER OR DEICERS: SLABS, WALLS 5 NWC 0.40 3/4 (#67) 6 CONC MIX TYPE INTENDED USE 28 DAY STRENGTH f'c (KSI) CONC WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MAX AGGREGATE SIZE, IN (ASTM C33) TOTAL AIR CONTENT (%), NOTE a CONCRETE MIX TABLE DATE DESCRIPTION Initials 04.13.2018 05/03/18 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.5 GENERAL NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean MolloyWOOD NOTES 1) FRAMING LUMBER: 1A)DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION), DOUGLAS FIR-LARCH WITH MINIMUM DESIGN VALUES BASED ON THE 2012 NDS. SEE ‘FRAMING LUMBER TABLE’ FOR MINIMUM GRADES. 1B)BEAMS AND STRINGERS USED WITH CANTILEVERS OR CONTINUOUS SPANS SHALL BE GRADED TO PROVIDE THE SPECIFIED ALLOWABLE STRESSES OVER THE ENTIRE MEMBER LENGTH. 2) SHEATHING: 2A)WOOD STRUCTURAL PANELS (WSP) - WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING CONFORMING TO U.S. DEPARTMENT OF COMMERCE STANDARD PS 2-10. - ALL WOOD PANELS SHALL BE EXPOSURE 1. 3) NAILING: UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE COMMON NAILS WITH SIZES SHOWN IN THE TABLE BELOW. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH THE TYPICAL WOOD CONNECTION SCHEDULE AND IBC 2015 TABLE 2304.10.1 . 4) METAL CONNECTORS: 4A)FRAMING CONNECTORS SHALL CONFORM TO FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CALIFORNIA. OTHER MANUFACTURER’S PRODUCTS MAY BE USED IF APPROVED BY THE ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR. 4B)ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS INCLUDING OPTIONAL NAIL LOCATIONS FOR UPLIFT. ALL BOLT HOLES SHALL BE DRILLED INTO FRAMING MEMBERS. MAXIMUM HOLE DIAMETER IS 1/16” LARGER THAN THE BOLT DIAMETER. DATE DESCRIPTION Initials 04.13.2018 05/03/18 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1. GENERAL: A. SCOPE OF WORK • THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. • SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2015 SECTION 110. REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL INSPECTION AND TESTING THAT MAY BE REQUIRED. B. DEFINITIONS • SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. • SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2015 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. • (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. • (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. C. DEFICIENCIES IN WORK • CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. • ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.6 QA NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean Molloy2.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL. 1.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS. SOILS SPECIAL INSPECTION NOTES: - PLACEMENT C -VERIFY USE OF PROPER MATERIALS, DENSITIES, COMPACTION, AND LIFT THICKNESSES -PRIOR TO PLACEMENT P -VERIFY SUBGRADE HAS BEEN PROPERLY PREPARED CONTROLLED FILL -BEARING MATERIAL P SOILS REPORTVERIFY BEARING MATERIAL IS ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY - EXCAVATION P - VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED THE PROPER BEARING MATERIAL SUBGRADE ITEM FREQUENCY STANDARD` CRITERIA SOILS SPECIAL INSPECTIONS DATE DESCRIPTION Initials 04.13.2018 05/03/18 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.7 QA NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean Molloy-CURING P ACI 318 26.5.3-26.5.5 - -PLACEMENT OF CONCRETE C ACI 318 26.5.2 - -FORMWORK PRIOR TO PLACEMENT OF CONCRETE P ACI 318 26.11.1 INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, COLUMN, STRUCTURAL SLAB, SLAB-ON-DECK, ETC.) - MIX DESIGN EACH TRUCK -VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD CONCRETE -PRIOR TO PLACEMENT OF CONCRETE 100% - VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. VERIFY USE OF PLACING TEMPLATE WHERE SPECIFIED BOLTS AND EMBEDMENTS -PRIOR TO PLACEMENT OF CONCRETE 100% -DURING PLACEMENT P ACI 318 7.7, 8.7, 11.7, 20.2, 20.4, 20.6, 25, 26.6 VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND SUPPORT REINFORCING STEEL ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE SPECIAL INSPECTIONS (ACI 318-14) 1. f'c < 5000 PSI 100 CY/MIX/DAY - COMPOSITE SAMPLE ASTM C172 OBTAIN AT POINT OF PLACEMENT. CONCRETE - WELDING - - PER STRUCTURAL STEEL TESTING REINFORCING STEEL, BOLTS AND EMBEDMENTS ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE TESTING - 1 -COMPRESSIV E STRENGTH EACH COMPOSITE SAMPLE ASTM C31 ASTM C39 EITHER: (4)6x12 OR (6)4x8 CYLINDERS TEST PER SCHEDULE BELOW: - 7 DAYS: (1)6x12 OR (1)4x8 - 28 DAYS: (2)6x12 OR (3)4x8 - 56 DAYS: (1)6x12 OR (2)4x8 (IF 28 DAY TESTS DO NOT ACHIEVE SPECIFIED 28 DAY STRENGTH) ACCEPTANCE CRITERIA PER ACI 318 - COLD WEATHER CURING - ASTM C1074 RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS DURING CURING PERIOD -TEMPERATUR E EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS ASTM C1064 REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR 80°F AND ABOVE - SLUMP/SLUM P FLOW EACH COMPOSITE SAMPLE ASTM C143 (SLUMP) OR ASTM C1611 (SLUMP FLOW) SPECIFIED SLUMP SHALL BE AS SUMBITTED IN THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE CONCRETE ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE TESTING - 2 DATE DESCRIPTION Initials 04.13.2018 05/03/18 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-0.8 QA NOTES MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean Molloy-SHEAR CONNECTOR, HEADED ANCHOR STUDS, DEFORMED ANCHOR STUDS, THREADED STUDS 2 BEND TESTS AT START OF EACH SHIFT, 1% BEND TEST, 100% RING TEST AWS D1.1 SECTION 7 BEND TEST: PER AWS D1.1 BENT STUD (TORQUE TEST FOR THREADED STUDS) ACCEPTANCE CRITERIA. RING TEST: STRIKE WITH HAMMER. IF THE STUD RINGS, STUD IS ACCEPTABLE. IF STUD DOES NOT RING, PERFORM BEND TEST WELDING ITEM FREQUENCY STANDARD CRITERIA/REMARKS STRUCTURAL STEEL TESTING OBSERVE - OBSERVE THESE ITEMS ON A RANDOM BASIS PERFORM - THESE INSPECTIONS SHALL BE PERFORMED FOR EACH WELDED CONNECTION, EACH BOLTED CONNECTION, AND EACH ITEM, PRIOR TO ACCEPTANCE -DOCUMENT ACCEPTANCE OR REJECTION OF WELDED MEMBER OR JOINT PERFORM AISC 360, CHAPTER N - - WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM AISC 360, CHAPTER N, AWS D1.1 WHERE INSPECTOR OBSERVES QUESTIONABLE WELDS, NON-DESTRUCTIVE TESTING SHALL BE PERFORMED - SIZE, LENGTH, AND LOCATION OF WELDS PERFORM AISC 360, CHAPTER N - - WELDS CLEANED OBSERVE AISC 360, CHAPTER N - AFTER WELDING - WELDING TECHNIQUES - SINGLE PASS WELDS OBSERVE AISC 360, CHAPTER N - -USE OF QUALIFIED WELDERS OBSERVE AISC 360, CHAPTER N - DURING WELDING - FIT UP OF WELDS, INCLUDING JOINT GEOMETRY, AND CONFIGURATIONS AND FINISH OF ACCESS HOLES OBSERVE AISC 360, CHAPTER N - -REVIEW MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AND WELDING PROCEDURE... PERFORM AISC 360, CHAPTER N - PRIOR TO WELDING -PRIOR TO FABRICATION OR ERECTION PERFORM AISC 360, CHAPTER N REVIEW MATERIAL TEST REPORTS AND CERTIFICATIONS FOR STRUCTURAL STEEL, FASTENERS, ANCHOR RODS, HEADED STUD ANCHORS ITEM INSPECTION TASK STANDARD CRITERIA/REMARKS STRUCTURAL STEEL INSPECTIONS DATE DESCRIPTION Initials 04.13.2018 05/03/18 1 2 3 B A 7'-6" 17'-2" 8'-7" 8'-7" 2 S-1.1 6 S-1.1 SEE FOR DETAIL ON CONCRETE JOINTS 3/S-1.3 F4x4 94'-6" F4x4 94'-6" F4x4 94'-6" F4x4 94'-6" F4x4 94'-6" F4x4 94'-6" SOG4 100'-0" T/WALL 101'-4"TYP1'-6"6" 6"6"6" 9" 9" S-1.1 5 1 2 3 B A 6x106x106x106x10 6x10 6x10 6 x10 6x10 6x10 6x10 6 x10 6x10 6x10 2 S-1.2 5 S-1.2 3 S-1.2 TYP 4 S-1.2 ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-1.0 BUS SHELTER MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean Molloy 1/8" = 1'-0" FOUNDATION PLAN1 1/8" = 1'-0" ROOF FRAMING PLAN2 DATE DESCRIPTION Initials 04.13.2018 Bus Shelter deleted from project 05/03/18 SEE FOR ADDITIONAL INFORMATION 2/S-1.1 5/16" EMBED PL3/4x9x0'-9" W/ (4) #5x3'-11" DAS HSS COLUMN SEE PLAN 5 S-1.1 #3 TIES @ 6" (4) #5 VERT @ EACH COLUMN (5) #5 BOTT EACH WAY SEE PLAN 1'-0"4'-0" MIN1'-0" 1'-0" SEE FOR ADDITIONAL INFORMATION 2/S-1.1 SEE PLAN1'-0"(2) #5 BOT S-1.3 2 1 1/2" 6" 1 1/2" 1 1/2" 6" 1 1/2"6"6"AT CORNER 1 1/2" 6" 1 1/2"1 1/2" 6" 1 1/2"6"SEE PLANAT END SEE ARCH 1'-0"4'-0" MINSEE PLAN 1 1/2" CLR 1'-0"#4 @ 12" OC VERT EACH FACE (2) #5 BOTT LAP 47" #4 @ 12" OC HORZ EACH FACE LAP 37" 1/4" PREFORMED JOINT FILLER, FULL SLAB DEPTH, FILLER SHALL NOT PROTRUDE ABOVE SLAB JOINT SEALANT, SEE ARCH ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-1.1 DETAILS MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean Molloy 3/4" = 1'-0" 4 FDN AT COLUMN 3/4" = 1'-0"6 FDN AT THRESHOLD 3/4" = 1'-0" 5 BASEPLATE 3/4" = 1'-0" 2 TYP FDN WALL DATE DESCRIPTION Initials 04.13.2018 05/03/18 1/4" CAP PL 1/2x7x0'-7" 1 1/2" 1 1/2" 7"1 1/2"3"4" KNIFE PL 1/4x7x0'-8 1/2" W/ (4) 1/2" Ø BOLTS (COUNTERSUNK & PLUGGED)3/16" HSS COLUMN SEE PLAN 10d AT 6" O/C 6x BLOCKING 2x DECKING 5/8" APA SHEATHING (2) SIMPSON 0.22 Ø x 10" TIMBER SCREW (SDWH 221000) AT EACH RAFTER PENETRATION4" MINBEVELED BLOCKING SIMPSON CTJ6 2x DECKING 5/8" APA SHEATHING 3" MI N3" MIN(4) SIMPSON 0.22"Ø x 8" TIMBER SCREW (SDWS 21000) ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:40 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-1.2 DETAILS MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean Molloy 3/4" = 1'-0" 3 BM TO COL CONN 3/4" = 1'-0" 5 RAFTER AT EAVE BM 3/4" = 1'-0" 2 RAFTER TO RIDGE BM 3/4" = 1'-0" 4 SKEWED RAFTER DATE DESCRIPTION Initials 04.13.2018 05/03/18 A A EXTEND REINFORCING THROUGH JOINT NOTE: 1. PROVIDE TOOLED JOINT OR SAW CUT AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT NOT MORE THAN 12 HOURS AFTER CASTING) NOTE 1 CONTROL JOINTT/4T3'-0" #4x @12" TOP, A706 FIELD BENT AT CONTRACTOR'S OPTION #4x5'-0"@12", EPOXY COATED, CTRD ON WALL/GRADE BEAM TYPICAL 3'-0"WALL ELEVATIONLAP BARS TO MATCH TOP REINFORCING UNO8"3'-4" MIN 2"TOP BAR BEARING, TYP 3 1/2" MIN 8"UNO 8"INSIDE FACES CORNER BAR SIZE & SPACING TO MATCH HORIZONTAL REINF OR LTS, TYP CONTINUOUS CONTINUOUS BAR OR SPLICE BAR TO MATCH TYPICAL WALL HORIZONTAL REINFORCING SIZE AND SPACING ADD (4) VERT @ INTERSECTIONS & CORNERS DETAIL SIMILAR FOR CIRCULAR OPENINGS NOTES: 1. DETAIL APPLIES UNLESS REINFORCING IS SPECIFICALLY DETAILED ON THE DRAWINGS 2. HOOK BARS WITH STANDARD HOOK WHERE LTS CANNOT BE ACHIEVEDH, 3'-0" MAX TYP2'-0" + H2'-0" + W, TYP W, 3'-0" MAX ADD 1/2 NUMBER OF BARS INTERRUPTED BY OPENING PLUS 1, SPACE AT 3" OC ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:41 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-1.3 DETAILS MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean MolloyNO SCALE 3 SLAB-ON-GRADE JOINTS NO SCALE 2 TYP SOG EXT THRESHOLDNO SCALE 4 TYP CORNER REINF NO SCALE 1 CAST IN PLACE WALL PENETRATIONS DATE DESCRIPTION Initials 04.13.2018 05/03/18 10" 4'-0" 10" 6" SOG 3 S-2.0 4 S-2.0 T/FTG 8173.4 6" SOGT/CONC SLOPED, SEE ARCH T/CONC 8185.508182.0 MATCH (E)SEE ARCHDOWEL NEW WALL TO (E) W/ #4@12" TYP 1'-6" #4xCONT #4x2'-4" @ 12" DRILL AND EPOXY INTO EXISTING SLAB VIF 10" (E) WALL (E) LANDING DEMO (E) WALL TO T/SLAB WWR6x6-W2.9xW2.9 4" CONCRETE WALL EQEQ #6@12" OC, VERT REINF 2" CLR1'-6"3" CLR 1'-0"2" CLR SEE PLAN #4@8" OC, EACH WAY CENTERED #4@8" OC, VERT REINF #4 @10" OC FORMSAVER OPTIONAL 2'-0"2'-0"#4@10" OC, EACH WAY CENTEREDSEE ARCH2" CLR ACCESS PROFILES S. FRONTAGE RD. IMPROVEMENTS LIONSHEAD BUS STOPFile Name: Horizontal Scale: Vertical Scale: Subset Sheets: Revised: Void: No Revisions: Sheet Subset: Designer: Detailer: Structure Numbers Sheet Number Print Date: Colorado Department of Transportation Region 3 KMB Phone:970-328-9963 FAX:970-328-2368 714 Grand Avenue, P.O. Box 298 Eagle, CO 81631 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:REVISIONS MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: FILE PATH: As Constructed 3/30/18 ISSUED FOR BID SJM 4/13/18 ISSUED FOR PERMIT SJM4/18/2018 9:45:41 AMC:\Proj\MS18.0374.S.01-Lionshead Bus Shelter_mdanforth.rvtS-2.0 STAIRS MS18.0374.S.01 03/29/18 Brandon DikeSean MolloySean MolloyMS18.0374.S.01Sean Molloy 3/16" = 1'-0" 5 PLAN - STAIRS 3/4" = 1'-0" 3 SOG AT TOP OF WALL 3/4" = 1'-0" 4 STAIR SECTION NOTES: SEE ARCH FOR EXPOSED CONCRETE COLOR, JOINT AND TIE PATTERN, AND CHAMFERS DATE DESCRIPTION Initials 04.13.2018 05/03/18