CITY AND COUNTY OF DENVERDEPARTMENT OF PUBLIC WORKS
CONTRACT NO.: 201839567PROJECT NAlIE: Bible Park — 210 & 230
ADDENDUM NO. 1 TO CONTRACT DOCUMENTS
Bidders are hereby instructed that the drawings, specifications, and other contract documents are modified,corrected, supplemented and/or superseded for the above-mentioned project as hereinafter described in thefollowing attachments:
PLANS AND SPECIFICATIONS
1. Add attached Plans.
This ADDENDUM shall be attached to, become a part of, and be returned with the Bid Proposal.
-
Lesley B. ThomasCity Engineer
,.
Date
The undersigned bidder acknowledges receipt of this Addendum. The Proposal submitted herewith is inaccordance with the stipulations set forth herein.
Contractor
ADDENDUM NO. 1 DATE:
_______________
Contract No. 201839567Bible Park 210 & 230 ADD- #1 January 24, 2018
NO. TITLE
TRANSPORTATION ENGINEERING STANDARD DRAWINGS
NO.
S-301.1 TRENCHING AND BEDDING PAGE 1
TITLE
WASTEWATER STANDARD DETAILS
S-301.2 TRENCHING AND BEDDING PAGE 2
S-350 ENCASEMENT OF SANITARY SEWERS
S-401 SHIPLAP JOINTS - TYPE R JOINTS
S-501.1 PRECAST MANHOLE BARRELS AND TOP SECTIONS
S-502 MANHOLE BASE CONSTRUCTION TYPE A-C
S-503 TYPE B MANHOLE
S-504.2 TYPE P MANHOLE BASE SECTIONS
S-520 TYPICAL MANHOLE BASE CHANNELIZATION
S-530 MANHOLE OUTSIDE DROP
S-540 WATER STOP GASKET
NO.
16.1.0 2011 TRAFFIC ENGINEERING SERVICES
TITLE
TRAFFIC SIGNAL STANDARDS
16.1.1 TRAFFIC SIGNAL NOTES
16.1.2 LEGEND/KEY NOTES
16.1.3 SPAN WIRE SIGNAL DESIGN
16.1.4 MOUNTING HARDWARE
16.1.5 LOOP DETECTION
16.1.6 CONDUIT DETAILS
16.1.7 PULL BOXES
16.1.8 SIGNAL POLE FOUNDATION
16.1.9 MAST ARM POLE LOADS
16.1.10 MOUNTING DETAILS
16.1.11 TABLE DATA
16.1.12 LUMINAIRE DETAILS
16.1.13 PEDESTAL POLE DETAILS
16.1.14 POLE FOUNDATION DETAILS
16.1.15 FOUNDATIONS FOR XCEL FACILITIES
16.1.16 "P" CABINET BASE
16.1.17 "P" CABINET & BASE
16.1.18 "M" CABINET BASE
16.1.19 METER PEDESTAL CABINET DETAILS
16.1.20 METER PEDESTAL CABINET FOUNDATION AND BASE
16.1.21 FLASHING BEACON DETAILS
16.1.22 DRIVERS FEEDBACK SIGN DETAILS
16.1.23 FLASHING BEACON & SIGN SHEET 1
16.1.24 FLASHING BEACON & SIGN SHEET 2
NO. TITLE
SIGN & MARKINGS STANDARDS
16.2.1 CROSSWALK LAYOUT DETAILS
16.2.2 PAVEMENT MARKING DETAILS SHEET 1
16.2.3 PAVEMENT MARKING DETAILS SHEET 2
16.2.4 BIKE LANE TYPICAL MARKING DETAILS
16.2.5 CENTRAL BUSINESS DISTRICT PAVEMENT MARKING DETAILS
16.2.6 SINGLE SIGN POST MOUNTING DETAILS
16.2.7 MULTIPLE SIGN POST MOUNTING DETAILS
16.2.8 ONE-WAY SIGN PLACEMENT DETAILS
16.2.9 TRAFFIC SIGN UTILITY POLE MOUNTING DETAIL
16.2.10 GROUND MOUNT STREET NAME SIGN INSTALLATION DETAIL
16.2.11 GROUND MOUNT STREET NAME SIGN DETAIL
16.2.12 OVERHEAD STREET NAME SIGNS (INSTALLED PRIOR TO APRIL 2011)
16.2.13 OVERHEAD STREET NAME SIGNS (INSTALLED AFTER TO APRIL 2011)
16.2.14 PARKING METER POST INSTALLATION
16.2.15 BARRICADE DETAILS
CITY AND COUNTY OF DENVER
STANDARD DRAWINGS LIST
NOTE:
THE MOST CURRENT CITY AND COUNTY OF DENVER STANDARDS
AND DETAILS TO BE USED FOR THE DESIGN AND CONSTRUCTION
OF EACH PHASE OF THE PROJECT.
THE STANDARD DRAWINGS/DETAILS INDICATED HEREON BY A
MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT.
ALL OF THE STANDARD DRAWINGS, AS SUPPLEMENTED AND
REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED
PAY ITEM OR SUBSIDIARY ITEM.
GENERAL
M. MARSHALL
R. DEAQUINO
1.1 LEGEND
4.1
5.0
5.1
5.5
5.6
6.0
6.2
7.2a
7.2b
7.3
7.5
7.8
SIGNAL EQUIPMENT CLEAR ZONE7.9
8.0
10.0
10.1
10.4
10.5
11.6
CONCRETE ROADWAY JOINTING AT EXISTING MANHOLES11.7
11.8
4.2
7.1
7.4
11.2
11.1
1.0 INDEX OF STANDARD DRAWINGS
5.2
5.3
2.0
3.0
4.0
5.4
6.1
6.3
7.0a,b
7.6a,b
7.7
8.1
9.0
10.2
10.3
11.0a,b,c
11.3
11.4
11.5
12.0
12.3
12.4
13.3
14.0
15.0
12.7
TREE PLANTER (GRATES)
12.6
12.1
12.2
13.0
13.1
13.2
11.10
12.5
COLLECTOR - 2 OR 3 LANE CROSS - SECTION
ARTERIAL - 4 LANE WITH MEDIAN AND NO PARKING CROSS-SECTION
ARTERIAL - 4 LANE WITH MEDIAN AND PARKING CROSS-SECTION
ARTERIAL - 6 LANE CROSS-SECTION
CURB & GUTTER AND DETACHED SIDEWALK
CURB & GUTTER AND ATACHED SIDEWALK
TYPICAL CURB & GUTTER SECTIONS
SPECIAL USE CURB & GUTTER SECTIONS
CONCRETE GUTTER OVERLAY
CURB BULB EXTENSION
MONOLITHIC MEDIAN CURB NOSE
STANDARD RESIDENTIAL CURB CUT
STANDARD COMMERCIAL AND MULTI-FAMILY CURB CUT
CURB CUT CROSS-SECTION
CORNER CLEARANCES & MINIMUM DISTANCES BETWEEN CURB CUTS
GENERAL NOTES FOR CURB RAMPS
CURB RAMP TYPE 1
CURB RAMP TYPE 2
CURB RAMP TYPE 3
CURB RAMP TYPE 4
DOWNTOWN SIGNALIZED CORNER BLENDED TRANSITION
CURB RAMP TRUNCATED DOME PLACEMENT OPTIONS
CURB RAMP TYPICAL SECTION
TYPICAL SIDEWALK TRANSITIONS TO CURB RAMP LANDING
INTERSECTION VALLEY GUTTER
SIDEWALK CHASE DRAIN AND TREAD PLATE
TYPICAL CONCRETE BUS PULLOUT
TYPICAL CONCRETE BUS PAD IN ASPHALT ROADWAY
TYPICAL ALLEY LAYOUT
ALLEY CUT
ALLEY CUT (HISTORICAL DISTRICT)
TYPICAL ALLEY CROSS-SECTION
ALLEY CURB HEAD
"L" TYPE ALLEY CONFIGURATIONS
GENERAL NOTES FOR CONCRETE PAVEMENT AND PAVEMENT JOINTS
CONCRETE NON-ROADWAY JOINTS H AND Z
CONCRETE ROADWAY JOINTS AND TRANSITIONS A-DA
CONCRETE ROADWAY JOINTS AND TRANSITIONS DC-L
CONCRETE ROADWAY JOINTS AND TRANSITIONS SA-X
CONCRETE ROADWAY JOINTS SEALANTS
CONCRETE ROADWAY JOINTING AT NEW MANHOLES AND ALL INLETS
CONCRETE ROADWAY TYPICAL JOINT LAYOUT
CONCRETE ROADWAY PANEL REPLACEMENT
CONCRETE STREET EXPLORATORY HOLES (POTHOLES) TYPICAL REPAIR
ASPHALT PATCH
TRENCH PATCH THROUGH EXISTING GRAVEL OR LANDSCAPE MATERIALS
TRENCH VERTICAL PATCH (ASPHALT) IN MORATORIUM STREET
TRENCH ("T") PATCH (CONCRETE)
TRENCH BACKFILL MATERIAL REQUIREMENTS
TYPICAL ASPHALT PAVEMENT DETAIL
TYPICAL ASPHALT PAVEMENT DETAIL LIFT THICKNESS CRITERIA
TYPICAL ASPHALT MIX DETAILS BY TRAFFIC USE OR LIFT POSITION
TREE PLANTER (RAISED CURB)
SIDEWALK CLEAR ZONES
AMENITY ZONE PERMEABLE PAVERS
STANDARD CUL-DE-SAC
RIGHTOF WAY SURVEY CONTROL-RANGE POINTS
9.1
11.9
DETAIL
LOCAL STREET CROSS - SECTION AND STANDARD UTILITY PLACEMENT
SIDEWALK)
CURB RAMP TYPE 2 MODIFIED (FOR COMBINATION CURB, GUTTER,
NO. TITLE
TRANSPORTATION ENGINEERING STANDARD DRAWINGS (CONTINUED)
S-616.1 SINGLE NUMBER 16 INLET
S-616.2 DOUBLE NUMBER 16 INLET
S-616.3 TRIPLE NUMBER 16 INLET
S-616V SINGLE-DOUBLE-TRIPLE NUMBER 16 INLET VALLEY
S-620.1 NUMBER 14 INLET PAGE 1
S-620.2 NUMBER 14 INLET PAGE 2
S-701 24 INCH DIAMETER RING AND COVER
S-716 GRATE AND FRAME - ADJUSTABLE CURB BOX
S-750 MANHOLE STEPS
D-10-HC-210A
D-10-HC-230A
G2 9
CCD STANDARD DRAWINGS LISTBRIDGES D-10-HC-210A & D-10-HC-230A
Numbers
Structure
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Designer:
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Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
RELEASED FORCONSTRUCTION
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Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
N/A N/A
GENERAL NOTES
REMOVALS, EXISTING ITEMS, SAW CUTTING
PROJECT PLANS, SPECIFICATIONS, PERMITS
R. DEAQUINO
M. MARSHALL
GENERAL
[email protected]. ANY EMERGENCY CLOSURES SHOULD BE SENT TO PETE MUNIZ IMMEDIATELY.
RTD REQUIERS A THREE DAY NOTIFICATION FOR ALL BUS STOP CLOSURES . ALL REQUESTS NEED TO BE SENT TO PETE MUNIZ AT 303-299-6561 OR 7.
WORK, THE CONTRACTOR SHOULD HAVE A PRECONSTRUCTION CONFERENCE AND INVITE PW ROWS CONSTRUCTION ENGINEERING.
ALSO CALL 303-446-3469 TO INVITE THE PW ROWS DISTRICT INSPECTOR TO YOUR PRECONSTRUCTION MEETING. -OR- PRIOR TO THE START OF ANY RIGHT OF WAY 6.
CALL 303-446-3469 TO BE DIRECTED TO THE PROPER PW ROWS DISTRICT INSPECTOR OR ENGINEER FOR QUESTIONS.5.
https://www.denvergov.org/contentdenvergov/en/right-of-way-services/construction-inspection/street-occupancy.html
SIDEWALK CLOSURE); SO THAT CONSTRUCTION ENGINEERING CAN REVIEWAND ISSUE PERMIT. FOR MORE INFORMATION, SEE:
WORKS PERMIT INTAKE (SEND TO [email protected]) ATLEAST 10 BUSINESS DAYS PRIOR TO NEEDING ANY PW STREET OCCUPANCY PERMIT (INCLUDING
CLOSURE IN THE ROW. SEND PUBLIC WORKS REQUEST FORM AND TEMPORARY TRAFFIC CONTROL PLANS OR MHT'S (METHOD OF HANDLING TRAFFIC) TO PUBLIC
THE CONTRACTOR MUST SUBMIT REQUEST FOR A PW PERMIT -RSOP (REVOCABLE STREET OCCUPANCY PERMIT) FOR ANY SIDEWALK, PARKING OR TRAVEL LANE 4.
SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY.
IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED ON THE PLANS OR 3.
AND COPIES OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB.
THE CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES, ONE COPY OF THE APPROVED PLANS, ONE COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, 2.
AMERICAN ASSOCIATION OF STATE AND HIGHWAY TRANSPORTATION OFFICIALS (AASHTO) ROADSIDE DESIGN GUIDE h.
SUPPLEMENT THERETO
AND THE COLORADO FEDERAL HIGHWAY ADMINISTRATION (FHWA), MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS g.
STANDARDS)
COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND STANDARD PLANS, (M&S f.
TRAFFIC STANDARD DRAWINGS AND TRAFFIC ENGINEERING SERVICES PROJECT SPECIALS e.
WASTEWATER MANAGEMENT DIVISION STANDARD DETAILS d.
DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR CONSTRUCTION GENERAL CONTRACT CONDITIONS c.
STORM DRAINAGE AND SANITARY SEWER CONSTRUCTION DETAIL AND TECHNICAL SPECIFICATIONS b.
CITY AND COUNTY OF DENVER, STANDARDS AND DETAILS FOR ENGINEERING DIVISION a.
STANDARD REFERENCES AS APPLICABLE:
ALL MATERIAL, EQUIPMENT, INSTALLATION AND CONSTRUCTION WITHIN THE ROW SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING 1.
D-10-HC-230A
D-10-HC-210A
G3 9
GENERAL NOTESBRIDGES D-10-HC-210A & D-10-HC-230A
CONSTRUCTION IN THE HIGH LINE CANAL SHALL NOT BEGIN BEFORE NOVEMBER 1 AND SHALL BE COMPLETED PRIOR TO MARCH 31.17.
2013. NO FILL MAY BE PLACED IN FLOOD PLAIN.
FLOODPLAIN SHOW IN PLANS IS THE AE FLOOD ZONE OF GOLDSMITH GULCH AS SHOWN ON FEMA FIRM MAP NUMBER 0800460217H, MAP REVISED NOVEMBER 20, 16.
CONTRACTOR SHALL CONTACT ADAM SMITH WITH THE PARKS DEPARTMENT PRIOR TO CONSTRUCTION: 720-865-087115.
ALL WORK IN THE CITY R.O.W. SHALL MEET CCD TS&D (TRANSPORTATION STANDARDS & DETAILS) LATEST EDITION.14.
ACCEPTED BY THE CITY.
PROTECTION AND REPLACEMENT OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THESE IMPROVEMENTS ARE FULLY COMPLETED AND 13.
BE ESTABLISHED BY GOOD SURVEY PRACTICES DEFINED BY THE CITY ENGINEER. FENCES WILL BE REPLACED IN KIND ACCORDING TO CITY FENCING STANDARDS.
WHERE ROW FENCES MUST BE REMOVED OR CUT TO FACILITATE CONSTRUCTION, APPROVAL MUST FIRST BE GIVEN BY THE CITY. EXISTING ROW/FENCE LINE MUST 12.
NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES WITHOUT MATS. 11.
IN THE ROW DURING ADVERSE WEATHER CONDITIONS OR DURING PERIODS OF HIGH TRAFFIC VOLUME.
NO WORK SHALL BE PERMITTED ON WEEKENDS OR HOLIDAYS WITHOUT PRIOR AUTHORIZATION OR UNLESS OTHERWISE SPECIFIED. THE CITY MAY RESTRICT WORK 10.
SUBJECT TO CITY APPROVAL.
PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROADWAY AND PARK ROW SHALL BE CLEANED UP AND RESTORED TO THEIR ORIGINAL CONDITION, 9.
CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ANY SEDIMENT OR DEBRIS FROM THE STORM SEWER SYSTEM AT NO COST TO THE CITY.
PROJECT LIMITS SHALL BE CLEARED OF SEDIMENT AND DEBRIS IN ACCORDANCE WITH DENVER WASTEWATER MANAGEMENT DIVISION STANDARDS. AFTER
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL STORM DRAIN INLETS, LATERALS, MAINS AND OTHER STORM RUNOFF APPURTENANCES WITHIN THE 8.
CONSTRUCTION UNTIL THE CONFLICT IS RESOLVED.
REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE CURRENT EDITION OF THE CITY STANDARDS SPECIFICATIONS, OR HALT
ALL WORK SHALL CONFORM TO CURRENT CITY AND COUNTY OF DENVER STANDARDS AND SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO ACCEPT OR 7.
AVAILABLE TO THE CITY INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT MARKED-UP PLANS TO THE CITY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND 6.
REPAIR OR REPLACEMENT AND DEDUCT THE COST OF THE SAME FROM AMOUNTS PAYABLE TO THE CONTRACTOR UNDER THE CONTRACT.
CONTRACT. IF THE CONTRACTOR FAILS TO REPAIR OR REPLACE SUCH PROPERTY, THE CITY, AT THE SOLE DISCRETION OF THE MANAGER, MAY UNDERTAKE SUCH
REPLACE SUCH PROPERTY, TO THE SATISFACTION OF THE PROJECT MANAGER, BEFORE THE CITY WILL ACCEPT OR PAY FOR THE WORK PERFORMED UNDER THE
IF ANY OF THE CONTRACTOR'S OPERATIONS DESTROY OR DAMAGE ANY PROPERTY, PUBLIC OR PRIVATE, THE CONTRACTOR SHALL PROMPTLY REPAIR OR 5.
CORRECTION WORK, IS SUBJECT TO NOTIFICATION AND INSPECTION REQUIREMENTS.
AWARE OF, NOTIFYING, COORDINATING AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE. ALL WORK, INCLUDING
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT PERMITS ASSOCIATED WITH CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR BEING 4.
CLEARANCE ON SIDEWALKS. THE CONTRACTOR SHALL NOT STOCKPILE MATERIAL IN THE CLEAR ZONE OF THE TRAVELED WAY.
(TCP) MUST INCLUDE PROTECTIVE MEASURES WHERE MATERIALS AND EQUIPMENT MAY BE STORED IN THE ROW, BUT ENSURE FIVE FEET OF PEDESTRIAN
THE CONTRACTOR SHOULD REMOVE MATERIALS AND EQUIPMENT FROM THE ROADWAY ROW AT THE CLOSE OF DAILY OPERATIONS. THE TRAFFIC CONTROL PLAN 3.
AND SECURITY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, 2.
PROPOSED FINISHED GROUND ELEVATIONS FOR ITEMS TO BE ADJUSTED, RESET, OR MODIFIED SHALL BE FIELD VERIFIED BY THE CONTRACTOR.1.
WASTE FOR LEAD TOXICITY CHARACTERISTICS; LAYING OUT TARPS BENEATH THE CUTTING ACTIVITY TO CAPTURE PAINT DEBRIS IS RECOMMENDED.
ANY PAINT DUST OR CHIPS GENERATED IN THE CUTTING AND DISMEMBERMENT PROCESS MUST BE CAPTURED AND CONTAINED AND MANAGED AS A HAZARDOUS 8.
115.
ARAPAHOE DISPOSAL SITE (DADS) LANDFILL FOR DISPOSAL, FOLLOWING THE REQUIREMENT AND PROCEDURAL GUIDANCE OUTLINED IN CCD EXECUTIVE ORDER
THE CONTRACTOR SHALL DIRECT NON -RECYCLABLE, NON -HAZARDOUS WASTES FROM CCD-OWNED OR CONTROLLED PROPERTY OR FACILITIES TO THE DENVER 7.
CONTRACTOR SHALL ONLY USE 50% MAX MIXED WITH AGGREGATE TO CONFORM TO CDOT CLASS 6 BASE COURSE.
THE CONTRACTOR SHALL USE AGGREGATE BASE COURSE TO FILL AREA LEFT BY REMOVAL OF SIDEWALK PRIOR TO PLACEMENT OF NEW SIDEWALK. THE 6.
IMPACTED BY CONSTRUCTION AND ARE NOT DESIGNATED TO BE REMOVED.
THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ANY UTILITIES, LANDSCAPING, SPRINKLER SYSTEMS, SIGNS, SIDEWALKS, ETC. THAT ARE 5.
RESPONSIBLE FOR DAMAGE TO ADJACENT SIDEWALK DURING REMOVAL AND SHALL REPLACE DAMAGED SECTIONS AT NO ADDITIONAL COST TO THE PROJECT.
CONCRETE ITEMS SHALL BE REMOVED TO THE NEAREST JOINT, AS NEEDED TO AVOID DAMAGING THE REMAINING CONCRETE ITEMS. THE CONTRACTOR SHALL BE
REMOVAL OF EXISTING CURB AND GUTTER, SIDEWALK, DRIVEWAYS, CURB CUTS, AND OTHER CONCRETE ITEMS THAT ARE ATTACHED OR ADJACENT TO OTHER 4.
WHEEL, OR OTHER METHOD APPROVED BY THE PROJECT MANAGER. THIS WILL NOT BE PAID SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
WHERE IT IS REQUIRED TO REMOVE EXISTING CONCRETE OR ASPHALT, CUTTING SHALL BE DONE TO A NEAT WORK LINE TO FULL DEPTH USING A SAW, CUTTING 3.
MATERIALS IN THE CITY YARD.
CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE FOR LOADING, HAULING, UNLOADING, OR PLACING SALVAGED
ROSLYN STREET, BUILDING E. ANY MATERIAL DESIGNATED FOR SALVAGE THAT IS DAMAGED AFTER REMOVAL SHALL BE REPAIRED OR REPLACED BY THE
SIGNS AND / OR EQUIPMENT DESIGNATED AS REMOVAL ITEMS SHALL BE CAREFULLY REMOVED AND DELIVERED BY THE CONTRACTOR TO THE CITY YARD AT 5440 2.
PROPERLY.
ALL ITEMS TO BE REMOVED AND NOT RESET SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF 1.
RESPIRABLE LEAD OR LEAD COMPOUNDS.
WORKERS SHOULD TAKE CARE IF ANY LEAD CONTAINING PAINT WILL BE HEATED OR BURNED THROUGH TORCH CUTTING, AS TOUCH CUTTING FUMES MAY CONTAIN 9.
REMOVALS, EXISTING ITEMS, SAW CUTTING (CONTINUED)
RELEASED FORCONSTRUCTION
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Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
N/A N/A
CONCRETE
FORESTRY
LANDSCAPING
DRAINAGE
THE CITY
ACTIVITIES OR STORAGE OF MATERIALS SHALL TAKE PLACE WITHIN TREE PROTECTION ZONES WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OFFICE OF
INSTALLED PRIOR TO ISSUE OF DEMOLITION PERMIT, APPROVED BY FORESTRY, AND SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION. NO CONSTRUCTION
EXISTING TREES TO BE PRESERVED IN PUBLIC RIGHT OF WAY SHALL BE PROTECTED PER FORESTRY STANDARDS & PRACTICES. TREE PROTECTION SHALL BE 6.
WHEN REQUESTING PERMIT. PLANTING PERMITS MUST BE OBTAINED PRIOR TO INSTALLATION.
([email protected]) WITH NAME OF CONTRACTOR OR PROPERTY OWNER PERFORMING PLANTING. INCLUDE D-LOG NUMBER (2017-PROJMSTR-0000391)
A FORESTRY-ISSUED TREE PLANTING PERMIT IS REQUIRED FOR ALL TREES TO BE PLANTED IN PUBLIC RIGHTS OF WAY. CONTACT FORESTRY 5.
REMOVALS IN DENVER MUST BE PERFORMED BY PROPERTY OWNER OR A TREE CONTRACTOR LICENSED BY THE OFFICE OF THE CITY FORESTER.
FOR TREES ON PRIVATE PROPERTY: A FORESTRY-ISSUED TREE REMOVAL PERMIT IS NOT REQUIRED PRIOR TO REMOVAL. HOWEVER, PER CITY CODE, ALL TREE B.
CONTRACTOR OR PROPERTY OWNER PERFORMING REMOVAL. INCLUDE D-LOG NUMBER (2017-PROJMSTR-0000391) WHEN REQUESTING REMOVAL PERMIT.
REQUIRED PRIOR TO REMOVAL. IN ORDER TO OBTAIN FREE REMOVAL PERMIT, CONTACT FORESTRY ([email protected]) WITH NAME OF LICENSED
FOR FORESTRY-APPROVED TREE REMOVALS IN PUBLIC RIGHT(S) OF WAY: A TREE REMOVAL PERMIT ISSUED BY THE OFFICE OF THE CITY FORESTER IS A.
(INCLUDING TREES IN ROW'S AND ON PRIVATE PROPERTY). FOR A CURRENT LIST OF LICENSED TREE CONTRACTORS, VISIT WWW.DENVERGOV.ORG/FORESTRY.
PER CITY CODE, ALL TREE REMOVALS IN DENVER LIMITS MUST BE PERFORMED BY PROPERTY OWNER OR A TREE CONTRACTOR LICENSED BY DENVER FORESTRY 4.
GRATES NOT USED).
FROM STREET LIGHTS AND 10-FEET FROM EDGE OF DRIVEWAYS. COVER WITHIN DRIP LINE MUST BE LAWN OR SHREDDED TREE (GORILLA HAIR, NOT BARK), IF TREE
DEPARTMENT OF PARKS AND RECREATION, FORESTRY OFFICE, AND SHALL BE A MINIMUM OF 20-FEET FROM PROPERTY CORNERS AT INTERSECTIONS, 25-FEET
CONCRETE OR LOW GROWING PLANT MATERIAL MAY BE ALLOWED ONLY WITH THE SPECIFIC APPROVAL OF THE CITY. TREES SHALL BE PRE-APPROVED BY THE
IN CONFORMANCE WITH THE LATEST STREETSCAPE DESIGN MANUAL. NO LOOSE MATERIAL (I.E. ROCK, BARK, GRAVEL, ETC.) SHALL BE ALLOWED. DECORATIVE
UNLESS STREETSCAPE HAS BEEN APPROVED, THE CONTRACTOR SHALL LANDSCAPE ALL ROW WITH SOD AND TREES. ALL LANDSCAPING WITHIN THE ROW SHALL BE 3.
REQUIREMENTS SHALL CONFORM TO CITY STANDARD SPECIFICATIONS.
SEEDING, SODDING AND PLANTING IN THE ROW SHALL BE AS SPECIFIED OR OTHERWISE APPROVED BY THE CITY. CONSTRUCTION, MAINTENANCE AND WATERING 2.
PERMIT OR CLEARLY INDICATED ON THE APPROVED PLANS.
THE CONTRACTOR SHALL NOT SPRAY, CUT OR TRIM TREES OR OTHER LANDSCAPING WITHIN THE ROW UNLESS SUCH WORK IS OTHERWISE SPECIFIED IN THIS 1.
CONSTRUCTED IN ACCORDANCE WITH CURRENT CCD-WASTEWATER MANAGEMENT DIVISION (WMD) STANDARD DETAILS AND SPECIFICATIONS.
PRIOR STARTING ANY WORK. SEWER LOCATES CAN BE REQUESTED BY CALLING (303) 446-3744. ALL CCD STORM AND/OR SANITARY SEWERS MUST BE
INSPECTIONS. THE CONTRACTOR MUST CALL MAINLINE INSPECTIONS @ (303)446-3722, A MINIMUM OF 24 HOURS PRIOR TO THE PRECONSTRUCTION MEETING AND
ALL CITY & COUNTY OF DENVER (CCD) STORM AND/OR SANITARY SEWERS, INCLUDING MANHOLE ADJUSTMENTS, SHALL BE INSPECTED BY CCD MAINLINE 2.
NEAREST PUBLIC RIGHT OF WAY, CENTERED AT THE MANHOLE INCLUDING A 10 FOOT RADIUS AROUND THE MANHOLE AND 22.0 FEET OF VERTICAL CLEARANCE.
ACCESS MUST BE MAINTAINED FOR ALL SEWER MANHOLES DURING CONSTRUCTION. MINIMUM ACCESS TO EACH MANHOLE IS A 20 FOOT WIDE LANE FROM THE 1.
GENERAL
M. MARSHALL
R. DEAQUINO
THE CITY FORESTER. TREE PROTECTION SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.
ACTIVITIES OR STORAGE OF MATERIALS SHALL TAKE PLACE WITHIN TREE PROTECTION ZONES WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OFFICE OF
INSTALLED PRIOR TO ISSUE OF DEMOLITION PERMIT, APPROVED BY FORESTRY, AND SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION. NO CONSTRUCTION
EXISTING TREES TO BE PRESERVED IN PUBLIC RIGHT OF WAY SHALL BE PROTECTED PER FORESTRY STANDARDS & PRACTICES. TREE PROTECTION SHALL BE 3.
WHEN REQUESTING PERMIT. PLANTING PERMITS MUST BE OBTAINED PRIOR TO INSTALLATION.
([email protected]) WITH NAME OF CONTRACTOR OR PROPERTY OWNER PERFORMING PLANTING. INCLUDE D-LOG NUMBER (2017-PROJMSTR-0000391)
A FORESTRY-ISSUED TREE PLANTING PERMIT IS REQUIRED FOR ALL TREES TO BE PLANTED IN PUBLIC RIGHTS OF WAY. CONTACT FORESTRY 2.
REMOVALS IN DENVER MUST BE PERFORMED BY PROPERTY OWNER OR A TREE CONTRACTOR LICENSED BY THE OFFICE OF THE CITY FORESTER.
B.FOR TREES ON PRIVATE PROPERTY: A FORESTRY-ISSUED TREE REMOVAL PERMIT IS NOT REQUIRED PRIOR TO REMOVAL. HOWEVER, PER CITY CODE, ALL TREE
CONTRACTOR OR PROPERTY OWNER PERFORMING REMOVAL. INCLUDE D-LOG NUMBER (2017-PROJMSTR-0000391) WHEN REQUESTING REMOVAL PERMIT.
REQUIRED PRIOR TO REMOVAL. IN ORDER TO OBTAIN FREE REMOVAL PERMIT, CONTACT FORESTRY ([email protected]) WITH NAME OF LICENSED
FOR FORESTRY-APPROVED TREE REMOVALS IN PUBLIC RIGHT(S) OF WAY: A TREE REMOVAL PERMIT ISSUED BY THE OFFICE OF THE CITY FORESTER IS A.
(INCLUDING TREES IN ROW'S AND ON PRIVATE PROPERTY). FOR A CURRENT LIST OF LICENSED TREE CONTRACTORS, VISIT WWW.DENVERGOV.ORG/FORESTRY.
PER CITY CODE, ALL TREE REMOVALS IN DENVER LIMITS MUST BE PERFORMED BY PROPERTY OWNER OR A TREE CONTRACTOR LICENSED BY DENVER FORESTRY 1.
D-10-HC-210A
D-10-HC-230A
UTILITIES
LOCATIONS FOR POTHOLING SHALL BE AS APPROVED BY THE PROJECT MANAGER.4.
THE PROJECT LIMITS.
THE CONTRACTOR IS REQUIRED TO RESET, ADJUST OR REPLACE AND UTILITIES THAT ARE IMPACTED BY CONSTRUCTION AND ARE DESIGNED TO REMAIN WITHIN 3.
EXPENSE OF THE CONTRACTOR.
DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE REPAIRED BY AND AT THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE CITY AND ITS ENGINEERS HARMLESS FOR 2.
LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING.
PROTECTED BY THE CONTRACTOR IN PLACE. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT
PROVISIONS. THE CONTRACTOR SHALL COOPERATE WITH COMPANIES TRYING TO COORDINATE THE RELOCATION EFFORT. LINES NOT RELOCATED SHALL BE
THE WORK BEFORE COMMENCING NEW CONSTRUCTION. RESPONSIBILITIES FOR THE RELOCATION OF UTILITY LINES ARE AS NOTED IN THE PROJECT SPECIAL
NOTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS, UNLESS OTHERWISE 1.
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GENERAL NOTESBRIDGES D-10-HC-210A & D-10-HC-230A
ENVIRONMENTAL
RACS DISCOVERY DURING ALL EXCAVATION ACTIVITIES.
CAPABLE OF IDENTIFYING RACS IN DEBRIS AND FOR PROVIDING, OR HAVING ACCESS TO, AN ON SITE CERTIFIED ASBESTOS BUILDING INSPECTOR (CABI) IN CASE OF
CHARACTERIZED TO DETERMINE APPLICABILITY OF THE REGULATION. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING COMPETENT TRAINED PERSONNEL,
PERTAINING TO SOLID WASTE SITES AND FACILITIES, SECTION 5 ASBESTOS WASTE MANAGEMENT. STATE REGULATIONS REQUIRE ANY DISTURBED DEBRIS MUST BE
BE MANAGED, DOCUMENTED, AND DISPOSED IN ACCORDANCE WITH COLORADO DEPARTMENT OF PUBLIC HEALTH AND THE ENVIRONMENT (CDPHE) REGULATIONS
REGULATED ASBESTOS CONTAMINATED SOILS (RACS) MAY BE ENCOUNTERED IN BUILDING DEBRIS THROUGHOUT THE CITY DURING EXCAVATION. ALL RACS MUST 6.
PROGRAM, (PHONE 720-865-5410; FAX 720-865-5532) A MINIMUM OF THREE MONTHS PRIOR TO THE START OF THE PROJECT.
HOURS. ANY NOISE VARIANCE QUESTIONS SHOULD BE DIRECTED TO PAUL RIEDESEL, DEPARTMENT OF ENVIRONMENTAL HEALTH, DENVER COMMUNITY NOISE
PROCESS NEEDS TO BE STARTED A MINIMUM OF THREE MONTHS PRIOR TO THE DESIRED START DATE OF ANY WORK NEEDING TO OCCUR OUTSIDE OF EXEMPTED
CONTRACTOR WILL NEED TO MAKE A REQUEST FOR A NIGHTTIME NOISE VARIANCE AS ALLOWED FOR IN SECTION 36-7.(5)C. OF THE DRMC AND 2) THE VARIANCE
DENVER REVISED MUNICIPAL CODE (DRMC). IF THERE IS AN ANTICIPATED NEED TO WORK OUTSIDE OF THE EXEMPTED HOURS FOR CONSTRUCTION: 1) THE
TO 5 P.M. ON SATURDAYS AND SUNDAYS PER SECTIONS 36-6.(B)(7) AND 36-7.(5)A., B. AND C. OF DENVER'S NOISE ORDINANCE, CHAPTER 36 'NOISE CONTROL,'
NOISE CONTROL. EXEMPTED HOURS FOR CONSTRUCTION IN THE CITY AND COUNTY OF DENVER ARE FROM 7 A.M. TO 9 P.M. MONDAY THROUGH FRIDAY AND 8 A.M. 5.
115.
ARAPAHOE DISPOSAL SITE (DADS) LANDFILL FOR DISPOSAL, FOLLOWING THE REQUIREMENT AND PROCEDURAL GUIDANCE OUTLINED IN CCD EXECUTIVE ORDER
THE CONTRACTOR SHALL DIRECT NON-RECYCLABLE, NON-HAZARDOUS WASTES FROM CCD-OWNED OR CONTROLLED PROPERTY OR FACILITIES TO THE DENVER 4.
CONTACT DAVE ERICKSON, DENVER ENVIRONMENTAL HEALTH (720-865-5433) FOR CLARIFICATION, IF NEEDED, REGARDING THIS CCD REQUIREMENT.
BE FREE OF KNOWN CONTAMINATION (OBSERVED AND DOCUMENTED OR PREVIOUSLY DOCUMENTED) AND BE ACCEPTABLE FOR UNRESTRICTED RESIDENTIAL USE.
ANY FILL MATERIAL OR SOILS TO BE MOVED TO AND PLACED ON CCD-OWNED PROPERTY OR PLACED ON REAL PROPERTY TO BE TRANSFERRED TO THE CCD MUST 3.
IMMEDIATELY NOTIFY DEH OF THE DISCOVERY VIA THE PHONE NUMBER 720-460-1706.
WORK IN THE AREA OF THE DISCOVERY UNTIL DENVER ENVIRONMENTAL HEALTH (DEH) MAKES A DETERMINATION OF HOW TO PROCEED. CONTRACTOR SHALL
ASBESTOS-CEMENT PIPE (TRANSITE), BUILDING DEBRIS OR WASTE MATERIALS ARE ENCOUNTERED DURING THE PROJECT, CONTRACTOR SHALL IMMEDIATELY STOP
DURING ANY SOIL DISTURBING ACTIVITIES, IF UNKNOWN/UNIDENTIFIED UNDERGROUND STORAGE TANKS, DRUMS, ODOROUS SOIL, STAINED SOIL, 2.
AS WELL AS ANY OTHER PERIOD OF INACTIVITY.
CONTROL OF FUGITIVE PARTICULATE EMISSIONS AT ALL TIMES ON THE SITE, INCLUDING PERIODS OF INACTIVITY SUCH AS EVENINGS, WEEKENDS, AND HOLIDAYS
OF FUGITIVE PARTICULATE EMISSIONS BEYOND THE PROPERTY ON WHICH THE EMISSIONS ORIGINATE. THE MEASURES TAKEN MUST BE EFFECTIVE IN THE
CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT PARTICULATE MATTER FROM BECOMING AIRBORNE AND TO PREVENT THE VISIBLE DISCHARGE 1.
BENDER BOARDS (TWO INCH MINIMUM THICKNESS) SHALL BE USED ON ALL CURVES OF LESS THAN 75 FOOT RADIUS. 3.
ALL FLATWORK APPLICATIONS.
SIDEWALK SHALL BE CLASS B CONCRETE. THE USE OF ¾ IN (#67) TOP SIZE AGGREGATE IS ALLOWED. FIBROUS CONCRETE REINFORCEMENT SHALL BE UTILIZED IN 2.
IF CONCRETE REPLACEMENT IS NECESSARY, THE ENTIRE AFFECTED SLAB OR PANEL MUST REPLACED. 1.
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Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/4/2017
N/A N/A
GENERAL
M. MARSHALL
R. DEAQUINO D-10-HC-210A
D-10-HC-230A
SUMMARY OF QUANTITIESBRIDGES D-10-HC-210A & D-10-HC-230A
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Revised:
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Detailer:
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Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/4/2017
N/A N/A
GENERAL
M. MARSHALL
R. DEAQUINO D-10-HC-210A
SUMMARY OF QUANTITIESBRIDGE D-10-HC-210A
9G6
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Numbers
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Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/4/2017
N/A N/A
GENERAL
M. MARSHALL
R. DEAQUINO D-10-HC-230A
SUMMARY OF QUANTITIESBRIDGE D-10-HC-230A
G7 9
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Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
CITY AND COUNTY OF DENVER STANDARD NOTES GENERAL GRADING, EROSION, AND SEDIMENT CONTROL PLAN NOTES
GENERAL PHASING
INITIAL PHASE:
INTERIM PHASE:
SEED MIX NOTES
N/AN/A
M.JOHNSON
A.VANCE
SWMP
CONCRETE WASHOUT AREACWA
CONSTRUCTION FENCECF
SEDIMENT CONTROL LOGSCL
VEHICLE TRACKING CONTROLVTC
IS PROHIBITED. (SEC. 56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACED WITH WATER
ONTO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING
BASIS AND AS NEEDED DURING THE DAY WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED
PAVED AND IMPERVIOUS SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES MUST BE SWEPT ON A DAILY 10.
SEWER SYSTEM IS PROHIBITED. (SEC. 56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM
OPERATIONS ON A DAILY BASIS OR AS NEEDED THROUGHOUT THE WORK DAY.
THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING
PLACE.
CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE
THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT 9.
PROHIBITED. (SEC. 56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS
AT CONSTRUCTION SITES.”
AND ITS ACCOMPANYING MANUAL ENTITLED, “READY MIX WASHOUT GUIDEBOOK, VEHICLE AND EQUIPMENT WASHOUT
ENVIRONMENT'S TRAINING VIDEO ENTITLED “BUILDING FOR A CLEANER ENVIRONMENT, READY MIX WASHOUT TRAINING”
THE APPROVED TECHNIQUES AND PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH &
CONTAINMENT, PROPER DISPOSAL OF CONCRETE WASHOUT AND WASH WATER AT THE JOB SITE SHALL CONFORM TO
INFEASIBLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING
SHOULD THE USE OF A PREDEFINED BERMED CONTAINMENT AREA OR APPROVED WASHOUT DEVICE BE TECHNICALLY
CONTAINMENT AREA AND PROPERLY DISPOSED.
ACCORDANCE WITH ALL APPLICABLE REGULATIONS. DRIED CEMENT WASTE IS TO BE REMOVED FROM THE
CONTAINMENT AREA OR DEVICE SHALL BE ALLOWED TO INFILTRATE, EVAPORATE, AND OR BE DISPOSED OF IN
WASHOUT DEVICES THAT FULLY CONTAIN ALL WASH WATER ARE ACCEPTABLE. WASH WATER DISCHARGED INTO THE
CONCRETE WASHOUT AREA ON THE JOB SITE. BERMED CONTAINMENT OR COMMERCIALLY AVAILABLE CONCRETE
WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, 8.
THROUGHOUT THE DAY.
SWEEPING IS TO BE COMPLETED BY THE CLOSE OF THE BUSINESS DAY OR (AND) ON AN AS NEEDED BASIS
EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IMMEDIATELY. ADDITIONALLY, STREET
PRODUCE AND RETAIN WEEKLY WRITTEN INSPECTION RECORDS FOR ALL BMPS AND AFTER SIGNIFICANT PRECIPITATION
GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE PERMITTEE OR CONTRACTOR SHALL
APPROVED EROSION AND SEDIMENT CONTROL 'BEST MANAGEMENT PRACTICES' SHALL BE MAINTAINED AND KEPT IN 7.
THE SITE PERIMETER, ADDITIONAL SEDIMENT CONTROLS SHALL BE REQUIRED.
MATTING/GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF RECEIVING WATERS, A DRAINAGEWAY OR
CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES DENVER PUBLIC WORKS APPROVAL), OR EROSION CONTROL
ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS,
DAYS FOLLOWING STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE
WITHIN 100 FEET OF RECEIVING WATERS, OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7)
EROSION WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION OF STOCKPILES LOCATED
SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE PROTECTED FROM WIND AND WATER 6.
STORMWATER ENFORCEMENT INVESTIGATOR PRIOR TO INSTALLATION.
A CASE BY CASE BASIS AND REQUIRES APPROVAL FROM THE CITY AND COUNTY OF DENVER SWMP REVIEWER OR THE
. STEEL FENCE POSTS MAY BE USED ON PROHIBITEDTHE USE OF REBAR TO ANCHOR BEST MANAGEMENT PRACTICES IS 5.
MUNICIPAL CODE)
COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. (SEC. 49-552; REVISED
THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY
THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE 4.
GRADING ACTIVITIES. IN SUCH CASES, THE SHORTER TIMEFRAME SHALL APPLY TO PROJECTS WITHIN DENVER AS WELL.
FEDERAL AND STATE REGULATIONS MAY SOON REQUIRE STABILIZATION WITHIN SEVEN (7) DAYS OF COMPLETION OF
OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING ACTIVITIES. NOTE:
GRADING ACTIVITIES. STABILIZATION OF DISTURBED AREAS ADJACENT OF RECEIVING WATERS OR WITH SLOPES 3 TO 1
SOIL STABILIZATION MEASURES SHALL BE IMPLEMENTED WITHIN FOURTEEN (14) DAYS FOLLOWING COMPLETION OF 3.
PROJECT.
WETLANDS, AND OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTING FROM WORK DONE AS PART OF THIS
OF ANY ADVERSE IMPACTS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVING WATERS, WATERWAYS,
OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION
SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING, OR OTHER CONSTRUCTION
THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM 2.
SHALL BE CONDUCTED IN A TIMELY MANNER.
CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL
DRAINAGE APPURTENANCES, AND PUBLIC RIGHTS OF WAYS OF THE CITY AND COUNTY OF DENVER AS A RESULT OF
POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES, STORM
THE PERMITTEE AND/OR CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER 1.
SUBMIT NOTICE OF TERMINATION AS REQUIRED (LOCAL, COUNTY, AND STATE).8.
ROUGHEN AND RESEED ALL DISTURBED AREAS DUE TO BMP REMOVAL.
REMOVE REMAINING PERIMETER BMPs ONCE AREA VEGETATION IS REESTABLISHED. SURFACE 7.
SCHEDULE CLOSE-OUT SITE VISIT AS REQUIRED BY LOCAL JURISDICTION.6.
REQUIRED REVEGETATED COVERAGE AS APPROVED BY THE CITY AND COUNTY OF DENVER.
PERIMETER BMPs ARE TO REMAIN UNTIL THE SITE VEGETATION IN THE AREA HAS REACHED 5.
OTHERWISE IN WRITING BY CITY AND COUNTY OF DENVER.
MAINTAIN WEEKLY AND STORM EVENT INSPECTIONS THROUGH FINAL PHASE UNLESS ALLOWED 4.
REINFORCING MATS INSTEAD OF STRAW MULCH.
THAT ARE STEEPER THAN 3:1 ARE TO HAVE DOUBLE LAYER COCONUT BLANKETS OR TURF
ALL REVEGETATED AREAS ARE TO THEN BE SURFACED ROUGHENED, SEEDED, AND MULCHED. AREAS 3.
PER JURISDICTION DETAILS AND REQUIREMENTS.
CWA, CONSTRUCTION FENCE, AND OTHER INTERNAL BMPs. MAINTAIN REMAINING PERIMETER BMPs
REMOVE ANY INTERNAL AND PERIMETER BMPs THAT PROVIDE NO PROTECTIVE FUNCTION, INCLUDING 2.
THE FINAL PHASE BEGINS IS WHEN CONSTRUCTION IN AN AREA HAS BEEN COMPLETED. 1.
STEEPER THAN 4 HORIZONTAL TO 1 VERTICAL (4:1), AND WILL REMAIN DORMANT FOR MORE THAN 30 DAYS.
LAYER COCONUT BLANKETS OR TURF REINFORCING MATS ARE REQUIRED FOR DISTURBED AREAS THAT ARE
IN THE EVENT OF UNEXPECTED WORK STOPPAGE EXPECTING TO LAST MORE THAN 20 DAYS, INTERIM DOUBLE 3.
FULL FUNCTION OF ROUGHENING.
UPON LEAVING SITE. REFRESHING OF SURFACE ROUGHENING TO BE REPEATED AS NECESSARY TO MAINTAIN
ALL INTERIM DISTURBED AREAS ARE TO BE SURFACED ROUGHENED OR BE IN A ROUGHENED STATE DAILY 2.
MODIFICATIONS ARE TO BE NOTED ON THE PLANS.
TO THE BMPs INITIALLY INSTALLED AND ADDITIONAL BMPS INSTALLED DUE TO CONSTRUCTION. THESE
THE INTERIM PHASE IS THE DYNAMIC CONSTRUCTION PHASE WHERE THERE MAY BE MANY MODIFICATIONS 1.
LDA LIMITS DISTURBED AREA
FLOW ARROW
BEST MANAGEMENT PRACTICE (BMP) LEGEND:
FINAL PHASE:
STABILIZED STAGING AREASSA
STRIP AND STOCKPILE ANY TOPSOIL IN CONSTRUCTION AREA FOR REUSE IN FINAL PHASE OF PROJECT.4.
THE CONTRACTOR.
ANY CHANGES OR ADDITIONS TO THE BMPs SHOWN ON THE PLAN SET ARE TO BE NOTED ON THE PLANS BY 3.
WORK IS TO BE PHASED WITH WORK PROGRESS.
INCLUDING FENCING, AND VTCs, ARE TO BE INSTALLED AROUND AREA OF EARTH DISTURBING ACTIVITIES. THIS
PRIOR TO COMMENCING ANY GRADING, CONSTRUCTION, OR EARTH DISTURBING ACTIVITY, PERIMETER BMPs, 2.
APPROACH AND TIMING AND MODIFY PLANS ACCORDINGLY.
CONTRACTOR TO PERFORM SITE VISIT AND REVIEW BMP APPROACH WITH REGARDS TO CONSTRUCTION 1.
INLET PROTECTIONIP
ROCK SOCK/WATTLE RS ROCK SOCK/WATTLE RS
2017-EC-0000137
SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
STABILIZED STAGING AREA TO USE CONSTRUCTION MATS AND WILL NOT BE MEASURED AND PAID FOR 4.
CONTRACTOR TO PHASE WORK AS MUCH AS PRACTICABLE.3.
MORE RESTRICTIVE.
REMAINING DORMANT OR HAVING REACHED FINAL GRADING, UNLESS JURISDICTION REQUIREMENTS ARE
CONTRACTOR TO SURFACE ROUGHEN ALL DISTURBED SOIL SURFACES WITHIN 5 DAYS OF AN AREA 2.
ALIGNMENT TO PAVED ROAD.
CONSTRUCTION ACCESS POINTS TO HAVE CONSTRUCTION FENCE ON BOTH SIDES FROM CONSTRUCTION 1.
CWA
CF
IP
SCL
VTC
WASHOUT AREA
CONCRETE
FENCE
CONSTRUCTION
PROTECTION
INLET
CONTROL LOG
SEDIMENT
CONTROL
VEHICLE TRACKING
BMP CALLOUT
BMP CONTRACT ITEM LEGEND:
CONTRACT ITEM
208-00045STRUCTURE
CONCRETE WASHOUT
607-11525
208-00050PROTECTION
STORM DRAIN INLET
208-00002
208-00045
FENCE (PLASTIC)
EROSION LOG (12 INCH)
VEHICLE TRACKING PAD
RSWATTLE
ROCK SOCK/ 208-00035 AGGREGATE BAG
SEGREGATE & STOCKPILE TOPSOIL TYPE SOIL ON-SITE AS EARLY CONSTRUCTION STEP.2.
REVEGETATION PER CITY OF DENVER PARKS DEPARTMENT SPECIFICATIONS FOR SHORT GRASS MIX.1.
S101
SWMP - GENERAL NOTESBRIDGE D-10-HC-210A
4
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D
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LICENSE
D
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AONISSE
FO
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L ENG
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MATTH
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11/03/2017
RELEASED FORCONSTRUCTION
LICENSE
D
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LICENSE
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SECTION OR DETAIL INDENTIFICATION
(IF BLANK OR DASH, REFERENCE IS TO SAME SHEET)
CROSS REFERENCE DRAWING NUMBER
XX
BXX
GENERAL NOTES
BRIDGE DESCRIPTION
INDEX OF DRAWINGS
7
90°00'00" SKEW
TRUSS OVER HIGH LINE CANAL 6'-0" CLEAR WIDTH,
1 - SPAN (52'-0") PREFABRICATED STEEL HALF-THROUGH
GENERAL INFORMATIONBRIDGE D-10-HC-210A
D-10-HC-210AJ ROBERTS
KATHRINEBERG
BRIDGE
STRUCTURE IDENTIFICATION PANELB107
MISCELLANEOUS DETAILSB106
ABUTMENT DETAILSB105
FOUNDATION LAYOUTB104
TYPICAL SECTIONB103
GENERAL LAYOUTB102
GENERAL INFORMATIONB101
N
FABRICATING ANY MATERIAL.
SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR
STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD
UNLESS NOTED OTHERWISE.
ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS I FINAL FINISH TO ONE FOOT BELOW THE GROUND LINE
EARTHWORK.
1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER
DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT
DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGOUND UTILITIES AS MAY BE NECESSARY TO AVOID
NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONCTRACTOR IS RESPOINSIBLE FOR MAKING HIS OWN
THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS
PERMANENT STEEL DECK FORMS ARE ALLOWED.
CL = CENTERLINEBF = BACK FACE
OC = ON CENTERNF = NEAR FACE
PGL = PROFILE CONTROL LINEB.O. = BOTTOM OFFF = FAR FACE
HCL = HORIZONTAL CONTROL LINET.O. = TOP OFEF = EACH FACE
THE CONCTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION.
DENOTES NON-COATED REINFORCING STEEL.
ALL REINFORCING STEEL SHALL BE EPOXY COATED UNLESS OTHERWISE NOTED.
GRADE 60 REINFORCING STEEL IS REQUIRED.
CORRESPONDING TO SULFATE EXPOSURE CLASS 0.
STRUCTURAL CONCRETE EXPOSED TO SOIL SHALL CONFORM TO CEMENTITIOUS MATERIALS REQUIREMENTS CLASS 0,
EXPANSION JOINT MATERAIL SHALL MEET AASHTO SPECIFICATION M213.
STANDARD M-206-2 FOR WINGWALLS.
EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT
SUPERSTRUCTURES ARE IN PLACE.
ABUTMENTS SHALL NOT BE BACKFILLED UNTIL BRIDGE 2.
- DECK SLOPE AT BRIDGE ENDS DUE TO CAMBER
- BRIDGE OUT TO OUT WIDTH AT BEARING SEAT
- BRIDGE END TO END LENGTH
- HEIGHT FROM BEARING SEAT TO TOP OF DECK
- ANCHOR BOLT SIZES
- ANCHOR BOLT LAYOUT LOCATIONS
DIMENSIONS INCLUDE:
DIMENSIONS OF ABUTMENTS SHALL BE MODIFIED ACCORDINGLY. THESE
SETTING OF BRIDGES. DEPENDING ON FABRICATION DETAILS,
SHOP DRAWINGS PRIOR TO CONSTRUCTION OF ABUTMENTS AND
DIMENSIONS BE VERIFIED WITH BRIDGE MANUFACTURER'S APPROVED
DEPENDENT. THEREFORE, IT IS CRITICAL THAT ALL DEPENDENT
ABUTMENT GEOMETRIES FOR PREFABRICATED TRUSS BRIDGES ARE 1.
ABUTMENT CONSTRUCTION NOTES
B101
DESIGN DATA
fy = 50,000 PSIASTM A847 WEATHERING STEEL
fy = 70,000 PSIAASHTO M270 (ASTM A709) GRADE 70
fy = 50,000 PSIAASHTO M270 (ASTM A709) GRADE 50
fy = 36,000 PSIAASHTO M270 (ASTM A709) GRADE 36
STRUCTURAL STEEL:
fy = 60,000 PSIREINFORCING STEEL:
f'c = 4,500 PSICLASS D CONCRETE:
REINFORCED CONCRETE:
ADDITIONAL INFORMATION AND REQUIREMENTS.
REFER TO GEOTECHNICAL REPORT BY YEH AND ASSOCIATES DATED AUGUST 8, 2017 FOR
PASSIVE LATERAL FLUID PRESSURE = 440 PCF
AT-REST LATERAL FLUID PRESSURE = 55 PCF
ACTIVE LATERAL FLUID PRESSURE = 35 PCF
= 0.80 FOR CLAY
SLIDING FRICTION RESISTANCE FACTOR = 0.85 FOR SAND
SOIL COHESIVE VALUE C = 1800 PSF
NOMINAL COEFFICIENT OF SLIDING FRICTION FOR SAND = 0.67
UNIT SOIL WEIGHT = 125 PCF
BEARING RESISTANCE FACTOR = 0.45
FACTORED BEARING CAPACITY = 3,000 PSF
LIVE LOAD SURCHARGE = 1 FT OF EARTH
12,000 LB.
DEAD LOAD OF STEEL TRUSS, NOT INCLUDING CONRETE DECK AND CURBS IS ESTIMATED TO BE
ASSUMES 18 LB PER LINEAR FOOT FOR PERMANENT UTILITIES
ASSUMES 650 LB PER LIN FT FOR CONCRETE BRIDGE DECK AND CURBS
DEAD LOAD:
WIND LOAD: PER AASHTO LRFD
VEHICULAR LIVE LOAD: H5 TRUCK
PEDESTRIAN LIVE LOAD: 90 PSF
DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, WITH CURRENT INTERIMS
LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES (2009)
CONSTRUCTION
RELEASED FOR
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
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5475
5475
3'-0
"3'-0
"
HIG
H LIN
E C
AN
AL
N32°30'38"E
1'-0" 1'-0"51'-6"
53'-6" BF TO BF ABUTMENTS
VE
RT C
LR
STA 11+02.64
TRUSS BRIDGE
PREFABRICATED STEEL
BF ABUT 1 BF ABUT 2CL ABUT 2CL ABUT 1
STA 10+49.14
CL ABUT 1
CL ABUT 2
* ELEV. 5478.29* ELEV. 5478.63
PROFILE GRADE LINE
(TO BE REMOVED)
EXISTING BRIDGE D-10-HC-210
D-10-HC-210A
PROPOSED BRIDGE
HCL BRIDGE 210A
(PROTECT IN PLACE)
EXISTING FENCE
SHEETS (TYP)
AND LIMITS SEE CIVIL
FOR SIDEWALK DETAILS
MAX WSEL = 5473.88
FINISHED GRADE
BORING YA-B-6
BORING YA-B-5
(PROTECT IN PLACE)
EXISTING SANITARY LINE
NOTES 3 & 4) (TYP)
RIGID CONDUIT (SEE
2"ø GALVANIZED
(SEE NOTE 2)
(TO BE REMOVED) (TYP)
EXISTING ABUTMENT
GRADE
EXISTING GRADE
FINISHED
TEMPORARY SHORING
TEMPORARY SHORING
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
BF ABUT 2
11+00
(TYP)
90°00'00"
BF ABUT 1
10+60 10+80 11+00
J ROBERTS
KATHRINEBERG
BRIDGE
SECTION
PLAN
(TAKEN ALONG CL TRAIL)
* FINISHED GRADE ELEVATION
7
10+8010+60
10+40
GENERAL LAYOUTBRIDGE D-10-HC-210A
D-10-HC-210A
CLAYEY SAND
SANDY CLAY FILL
SILTY SAND
SANDY CLAY
SANDSTONE
WITH CLAYSTONE
SANDSTONE INTERBEDDED
YA-B-5YA-B-6
CLAYSTONE
WEATHERED CLAY
5478.00
5477.00
5448.50 5448.50
5454.50
5456.00
5458.70
5461.00
5465.00
5470.00
5474.70
ASPHALT
WEATHERED SILTY SANDSTONE
5473.50
5471.00
5461.50
5457.70
5477.80
5478.50
TO S NEWPORT ST.
TO BIBLE PARK
GEOTECHNICAL BORING INFORMATION(SEE NOTE 1)
5485
5480
5475
5470
5485
5480
5475
5470
4-5
4-6
2-3
5-6
13-21
21-27
7-9
3-4
2-3
7-12
20-50;3"
50;6"
(UNLESS NOTED)
BLOWS PER 6"
B102
THE STRUCTURE EXCAVATION.
FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF
TEMPORARY SHORING SHALL NOT BE MEASURED AND PAID 6.
COST OF THE CONDUIT.
PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE
PULL TAPE AND END CAPS SHALL NOT BE MEASURED AND 5.
CONSTRUCTION SHALL BE CAPPED ON BOTH ENDS.
ALL CONDUITS AND PIPES NOT CONNECTED DURING 4.
IN THE COST OF THE CONDUIT.
ALL CONDUITS SHALL INCLUDE PULL TAPE TO BE INCLUDED 3.
MAY BE LEFT IN PLACE BELOW THE BEARING SEAT.
INTERFERE WITH CONSTRUCTION OF NEW ABUTMENT, IT
IF EXISTING NORTH ABUTMENT FOOTING DOES NOT 2.
BY YEH AND ASSOCIATES DATED AUGUST 8, 2017.
FOR DETAILED GEOTECHNICAL INFORMATION SEE REPORT 1.
NOTES:
CONSTRUCTION
RELEASED FOR
~7'-6" (PROPOSED)
~8'-0" (EXISTING)
DE
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6'-0"
2" (TYP)
3'-0" 3'-0"
6"
6"
4"
3'-6" (T
YP)
4" S
PA (
MA
X)
6"
"4
36
1" (TYP)
FLOOR BEAM
BRACE DIAGONAL
VERTICAL
TOP CHORD
BOTTOM CHORD
DIAGONAL
PGL
(TYP)
CONCRETE CURB
HCL BRIDGE 210A
DECK
CONCRETE
#4 (TYP)
LENGTH = 3'-11"
(MIN SPLICE
#7 @ 1'-0" OC
1'-0"
#4 @
FUTURE USE) (TYP)
RIGID CONDUIT (FOR
2"ø GALVANIZED
(TYP)41HSS 6x2x
RUB RAIL
J ROBERTS
KATHRINEBERG
BRIDGE 7
TYPICAL SECTION
TYPICAL SECTIONBRIDGE D-10-HC-210A
1%
D-10-HC-210A
LIMITS OF CONCRETE SEALER
NOTES:
B103
(LOOKING AHEAD STATION)
(TYP)
(TY
P)
THE CONDUIT.
SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF
PIPE STRAPS SHALL NOT BE MEASURED AND PAID FOR 2.
SPACED AT A MAXIMUM OF 8'-0".
FLOOR BEAMS WITH 2 HOLE RIGID CONDUIT STRAPS
CONDUITS AND PIPE SHALL BE SECURED TO THE TRUSS 1.
CONSTRUCTION
RELEASED FOR
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
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LO
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5475
5475
HIG
H LIN
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N32°30'38"E
2'-6"2'-6"
5'-0"
5'-0"
5'-0"
10'-0"
2'-6"2'-6"
5'-0"
90°0'0"
5'-0"
5'-0"
10'-0"
STA 11+01.64
STA 10+50.14
CL FOOTING
CL ABUTMENT 1 &
CL FOOTING
CL ABUTMENT 2 &
HCL BRIDGE 210A
(PROTECT IN PLACE)
EXISTING STORM SEWER
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
CL ABUT 2
CL ABUT 1
J ROBERTS
KATHRINEBERG
BRIDGE
FOUNDATION LAYOUT
7
11+0010+8010+60
FOUNDATION LAYOUTBRIDGE D-10-HC-210A
D-10-HC-210A
10+40 11+20
B104
(TYP)
CONSTRUCTION
RELEASED FOR
DE
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4"
5'-0" (T
YP)
8"
1'-0"
1'-6"
5'-0" (TYP)5'-0" (TYP)
10'-0" (TYP)
5'-0"
2'-6"
1'-0"
8"4"
1'-6"
1'-6"
1'-0" 1'-0"
2'-6"2'-6"
(TYP)
2" CLR
(SE
E N
OT
E 3)
VA
RIE
S
17°15'5
3"
12°1
3'1
9"
2'-7"
3'-8"
4"
8"
8'-0" (TYP)
4'-0" (TYP)4'-0" (TYP)
VARIES
1'-0"
2'-6"
1'-8"
8"
3"
CL
R
(TYP)
"215
(TYP)
"215
85°40'0"
90°39'11"
(TYP)
8"
6'-4"
6'-4"
(TY
P.)"
21
5
(TY
P.)"
21
5
4'-8"4'-8"
1'-0"
2'-6"
1'-8"
(TY
P.)
2'-0"
CL ABUTMENT
BY BRIDGE MANUFACTURER
LOCATIONS TO BE PROVIDED
ANCHOR BOLT DETAILS &
CL ABUTMENT
BF ABUTMENT
JOINTS
CONSTRUCTION
OPTIONAL
BAR SPACING)
#5 (MATCH VERTICAL
(AS SHOWN)
@ 1'-0" (MAX)
#4 CONT E.F.
PROFILE GRADE
SLOPED TO MATCH
FINISHED GRADE
& ABUTMENT BACKWALL
SLOPE OF TOP OF WINGWALL
(2) TOP BARS SHALL MATCH
(MAX) (AS SHOWN)
#4 CONT @ 1'-0"
@ 1'-0" (MAX)#5
CONCRETE DECK
COVER PLATE DETAILS
DETAILS SHEET FOR
SEE MISCELLANEOUS
STA 10+49.14
BF ABUT 1
STA 11+02.64
BF ABUT 2
CL ABUTMENT
" EXP. JT. MAT'L.21
CL ABUTMENT
@ 1'-0" (MAX)
#4 CONT E.F.
STA 10+49.14
BF ABUT 1
STA 11+02.64
BF ABUT 2
CL ABUTMENT
@ 1'-0" (MAX)#4
@ 1'-0" (MAX)#5
@ 1'-0" (MAX)
#4 CONT E.F.
@ 1'-0" (MAX)#4
@ 1'-0" (MAX)#5
@ 1'-0" (MAX)
#4 CONT E.F.
BY BRIDGE MANUFACTURER
LOCATIONS TO BE PROVIDED
ANCHOR BOLT DETAILS &
ELEV 5478.25 BF
PGL ELEV 5478.29 BF
ELEV 5478.33 BF
ELEV 5478.59 BF
PGL ELEV 5478.63 BF
ELEV 5478.67 BF WINGWALL (LEVEL) WINGWALL (LEVEL)
OR HMA
SIDEWALK
CONCRETE
J ROBERTS
KATHRINEBERG
BRIDGE 7
ABUTMENT DETAILSBRIDGE D-10-HC-210A
HCL BRIDGE 210A
D-10-HC-210A
PLAN - ABUTMENT 2
PLAN - ABUTMENT 1
1%
FOOTING (LEVEL)
BOTTOM OF
‡
‡
‡
‡
WINGWALLS
VARIES AT TYPICAL SECTION
NOTES:
WALLS (LEVEL)
BOTTOM OF
*
B105
*
LEVEL LEVEL
*
210A
BRIDGE
HCL
*
PLAN - ABUTMENT 2
PLAN - ABUTMENT 1
210A
BRIDGE
HCL
(SEE NOTE 3)
MANUFACTURERS FINAL DESIGN
DEPENDANT ON BRIDGE
HCL BRIDGE 210A
1%
*
*
ELEVATION - ABUTMENT 2 ELEVATION - ABUTMENT 1(LOOKING BACK STATION AT FF ABUT)(LOOKING AHEAD STATION AT FF ABUT)
ELEV 5473.08
ELEV 5473.42
WALLS (LEVEL)
BOTTOM OF
CONSTRUCTION
RELEASED FOR
"2
1TOP OF WINGWALL SHALL BE CHAMFERED 4.
ENSURE THE APPROPRIATE BEAM SEAT ELEVATION.
USED TO DETERMINE THE REQUIRED BACKWALL HEIGHT AND
ASSEMBLY ON THE SHOP DRAWINGS. THESE DIMENSIONS WILL BE
FROM THE TOP OF THE DECK TO THE BOTTOM OF THE BEARING
THE BRIDGE MANUFACTURER SHALL PROVIDE THE DIMENSIONS 3.
CONCRETE.
SEPARATLY, BUT SHALL BE INCLUDED IN THE COST OF THE
ANCHOR BOLTS SHALL NOT BE MEASURED AND PAID FOR 2.
ANCHOR BOLTS SHALL BE FURNISHED BY CONTRACTOR.1.
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
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LO
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4"
GAP
1"
2"
6'-
0"
7"1" 1"
9"
1 1/2 "
1 1/2 "
7"
RAILIN
G H
EIG
HT
MA
TC
H B
RID
GE
4"
8"
VARIES
VARIES
4"
"215"2
15
GAP
"41
"214"2
14
"2
13
"2
13
BRID
GE R
AILIN
G
SP
AC
E T
O M
AT
CH
PLATE RECESS
" COVER419
RE
CE
SS
" (M
IN)
83
4"
8" 1"
10"
1 1/2 "
1 1/2 "
7"
"2
13
"2
13
4"
1"
"434"4
15
2'-0"
ABUTMENT BACKWALL
COVER PLATE
CONCRETE BRIDGE DECK
CL BRIDGE (SYMM)
1" JOINT SEAL
1" JOINT SEAL
WINGWALL
41HSS 6x2x
RUB RAIL
HSS PIPE41x2
1x4214
HSS PIPE418x6x
PL219x7x
BOLTS OR EQUIV (TYP)
EMBED HILTI KWIK
"21"ø x 24
3"ø HOLES W/ 87
HSS PIPE418x6x
41RUB RAIL HSS 6x2x
JOINT MATERIAL
" EXPANSION 21
1'-6" OC (SEE NOTE 1)
"ø THREADED INSERT @21
1'-6" OC (SEE NOTE 1)
"ø THREADED INSERT @21
SURFACE
COVER PLATE WITH NON-SLIP
x12'-0" GALVANIZED41x94
1
MATERIAL
" EXPANSION JOINT 21
SAFETY RAILS (TYP)
TO MATCH BRIDGE
SAFETY RAIL SECTION
HSS PIPE1632x2x
SAFETY RAILS (TYP)
TO MATCH BRIDGE
SAFETY RAIL SECTION
WINGWALL
WINGWALL
HSS PIPE41x2
1x4214
(TYP)
EMBED
RAILING
SIDEWALK OR HMA
CONCRETE
PL219x7x
BOLTS OR EQUIV (TYP)
EMBED HILTI KWIK
"21"ø x 24
3"ø HOLES W/ 87
HSS PIPE41x2
1x4214
BRIDGE DETAIL
BRACKET TO MATCH
RUB RAIL ATTACHMENT END POST
MARKER 4"x8" TO
FASTEN OBJECT
J ROBERTS
KATHRINEBERG
BRIDGE 7
A
A A
- -
SECTION-
COVER PLATE PLAN
MISCELLANEOUS DETAILSBRIDGE D-10-HC-210A
B106
D-10-HC-210A
HANDRAIL ELEVATION
HANDRAIL PL DETAIL
CL HANDRAIL
HANDRAIL SECTION
NOTES:
HANDRAIL NOTES:
AND SEALED CALCULATIONS FOR APPROVAL.
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SIGNED 2.
FINISH TO MATCH THE BRIDGE RAILING.
ALL HANDRAIL SECTIONS TO HAVE A WEATHERING STEEL 1.
CONSTRUCTION
RELEASED FOR
HANDRAIL END PL DETAIL
INCLUDED IN THE COST OF THE CONCRETE CLASS D.
BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE
THE JOINT SEAL AND EXPANSION JOINT MATERIAL SHALL NOT 2.
OF CONCRETE CLASS D.
PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST
FABRICATION. COVER PLATE SHALL NOT BE MEASURED AND
HARDWARE SHALL BE GALVANIZED OR ZINC PLATED AFTER
IN COVER PLATE. THE COVER PLATE AND ALL ASSOCIATED
RECOMMENDATIONS. PROVIDE COUNTERSUNK SCREW HEADS
INSTALL THREADED INSERTS PER MANUFACTURER'S 1.
HANDRAIL END SECTION(LOCATED AT END OF ABUTMENT 1 WINGWALLS)
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
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"2
11
"4
3"
83
1"
43
"8
31
"4
3"
21
1
"2
11
5"
"2
11
8"
1" (T
YP.)
" (T
YP.)
41
" (T
YP.)
41
1'-0"
"211"2
14"214"2
11
" (T
YP.)
211
R
ON ABUTMENT
SIGN PLACEMENT
(WHEN APPLICABLE)
SIGN PLACEMENT ON PIER
"ø HOLE83
J ROBERTS
KATHRINEBERG
BRIDGE 7
STRUCTURE IDENTIFICATION PANELBRIDGE D-10-HC-210A
GENERAL NOTES
STRUCTURE IDENTIFICATION PANEL LOCATIONS
D-10-HC-210A
B107
CONSTRUCTION
RELEASED FOR
THE ABUTMENTS AND ON A PIER WHEN APPLICABLE.
IDENTIFICATION PANELS SHALL BE PLACED IN A VISIBLE LOCATION ON ONE OF
IN ADDITION TO THE REQUIREMENTS STATED ABOVE, STRUCTURE 5.
SHALL BE INCLUDED IN THE WORK.
STRUCTURE IDENTIFICATION PANELS WILL NOT BE PAID FOR SEPARATELY, BUT 4.
ALL SIGNS SHALL BE FABRICATED USING A WHITE BACKGROUND.3.
THE STRUCTURE NUMBER IS SHOWN ON THE PLANS.2.
SHEET ALUMINUM 0.080 IN. MINIMUM THICKNESS.
STRUCTURE IDENTIFICATION PANELS SHALL BE FABRICATED FROM SINGLE 1.
STRUCTURE IDENTIFICATION PANEL
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
CITY & COUNTY
OF DENVER
D-28-MS-235
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RELEASED FORCONSTRUCTION
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5465
5470
5470
5470
5470
5470
5470
5475
5475
5475
5475
5475
5475
5475
5480
5480
5480
5485
SA
SA
PROPOSED GRADE
EXISTING GROUND
HCL BRIDGE 230A
MATCH EXISTING
40+18.17, 0.00'
BEGIN SIDEWALK
BRIDGE 230
EXISTING
MATCH EXISTING
EL 5484.72
41+65.15, 10.71' RT
MATCH EXISTING
EL 5477.00
40+18.17, 4.00' RT
MATCH EXISTING
EL 5476.88
40+18.17, 4.00' LT
MATCH EXISTING
EL 5484.91
41+84.96, 4.35' RT
EL 5483.13
5.00' LT
41+44.47
EL 5483.29
5.00' RT
41+44.47
EL 5484.57
4.00' LT
41+63.00
EL 5478.39
4.00' RT
40+47.57
EL 5478.87
4.00' RT
40+57.57
EL 5478.79
4.00' LT
40+57.57
EL 5478.28
4.00' LT
40+47.57
GRADING
SOUTH ABUTMENT
GRADING
NORTH ABUTMENT
EL 5484.69
4.00' RT
41+63.00
R 25'
R 30'
40+57.57, 0.00'
END SIDEWALK
41+08.07, 0.00'
BEGIN SIDEWALK
EL 5481.25
41+08.07, 4.00' RT
EL 5481.17
41+08.07, 4.00' LT
EL 5484.93
41+82.63, 4.00' LT
WING WALL*
PROPOSED
WING WALL*
PROPOSED
WING WALL
*PROPOSEDWING WALL
*PROPOSED
MAX WSEL = 5473.17
41+83.76, 0.00'
END SIDEWALK
~9.5'
41+64.82, 6.4' RT
END HANDRAIL
41+83.05, 2.57' LT
END HANDRAIL
41+82.50, 4.5' LT
HANDRAIL
41+64.21, 4.5' RT
HANDRAIL
EL 5481.69
5.00' RT
41+19.30
EL 5481.55
5.00' LT
41+19.30
(DOUBLE POST SEE BRIDGE DETAILS)
41+18.90, 4.5' RT
HANDRAIL
SEE BRIDGE DETAILS)
(DOUBLE POST
41+18.90, 4.5' RT
HANDRAIL
(SEE DETAIL, SHEET C203)
BRIDGE DRAIN OUTLET
SOIL RIPRAP AT
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
5450
55005500
5450
5500
40+00 40+50 41+00 41+50 42+00-
VPI=
40+18.1
7
EL.=
5476.9
4'
VPI=
41+08.3
5
EL.=
5481.2
2'
VPI=
41+16.3
5
EL.=
5481.3
8'
VPI=
41+37.3
1
EL.=
5483.0
6'
VPI=
41+45.3
2
EL.=
5483.2
2'
VPI=
41+63.0
0
EL.=
5484.6
3'
VPI=
41+83.7
6
EL.=
5484.9
5'
4.75%
4.75%
2.00% 8.00% 2.00% 8.00% 1.50%
3.91%
POB 40+00.00
PC 40+18.75
PT 4
0+4
7.5
7
PC
41+19.3
0
PT 41+44.47
POE 41+86.53
PI 4
0+35.0
0
PI 4
1+32.6
8
1" = 20' 1" = 20'
20'0' 10' 40'
CONCRETE SIDEWALK 6"
HIG
H LIN
E C
AN
AL
CIVIL
M. MARSHALL
M. MARSHALL
S Q
UE
BE
C S
T
PROFILE
PLAN
L3
C1
L4
C2
L5
W7-5
W1-6l
D-10-HC-230A
PLAN AND PROFILEBRIDGE D-10-HC-230A
WING WALL INFORMATION
*SEE BRIDGE ABUTMENT DETAILS FOR
C202
HIG
H LIN
E C
AN
AL T
RAIL
4
(HANDRAIL NOT SHOWN FOR CLARITY)
RELEASED FORCONSTRUCTION
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Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
8'-0"2' MIN 2' MIN
8'
4"
4"
1'
1.5' 1.5'
4"
1'1' 8'
8" 8"
6"
4.5' 4.5'
6"
6"
1"
4' - 4" 4' - 4"
1'
1'
6" ABC (CLASS 6)
6" CONCRETE SIDEWALK
GROUND
EXISTING
6" ABC (CLASS 6)
6" CONCRETE SIDEWALK
GROUND
EXISTING
5476.03
3.46' LT
40+58.24
5475.64
1.96' LT
40+61.07
5476.08
0.43' LT
40+58.24
5475.91
0.04' RT
40+67.07
5475.00
1.76' LT
40+70.18
5475.83
4.00' LT
40+68.28
GRADE
PROPOSED
6" ABC (CLASS 6)
6" CONCRETE SIDEWALK
GROUND
EXISTING
(TYP.)
CL HANDRAIL
COMPACTED SUBGRADE
UNDISTURBED SUBGRADE
(6 INCH)
CONCRETE SIDEWALK
OF SLAB DEPTH.4
1
" WIDTH,8
1SAWN JOINT,
EXISTING CONCRETE SIDEWALK
SIDEWALK TO EXISTING.
DOWEL JOINT LOCATIONS CONNECTING NEW
JOINTS. LOCATE EXPANSION JOINT AT SPEED
" AT TOP FOR EXPANSION2
1AND DEPTH AT JOINT. ALLOW
USE PREFORMED JOINT FILLER STRIPS FULL WIDTH
" RADIUS AT EDGES,2
1" WIDTH, 2
1EXPANSION JOINT,
CONCTRETE
SEPERATLY BUT SHALL BE INCLUDED IN SIDEWALK
DOWELS SHALL NOT BE MEASURED OR PAID FOR
O.C., MIN. 12" OFFSET FROM EDGE OF SIDEWALK. SPEED
DRILL AND EPOXY IN EXISTING; PLACE SPEED DOWELS 18"
" X 18" SMOOTH DOWEL8
5SPEED DOWEL JOINT USE
(TYP.)
CL HANDRAIL
(TYP.)
HANDRAIL
(TYP.)
WING WALL
(TYP.)
HANDRAIL
MATERIAL (TYP.)
" EXPANSION JOINT21
1" = 20' 1" = 20'
CIVIL
R. DEAQUINO
M. MARSHALL D-10-HC-230A
WING WALL INFORMATION
*SEE BRIDGE ABUTMENT DETAILS FOR
1.5%
6:1
6:1
TYPICAL SECTION
STA. 40+18.17 TO STA. 40+57.57
1.5%
TYPICAL SECTION
STA. 41+08.07 TO STA. 41+18.40
3:1 MAX
3:1 MAX
C203
HCL BRIDGE 230A
HCL BRIDGE 230A
SOIL RIPRAP TYPICAL SECTION
MIN MIN
MIN
TYPICAL SECTION
STA. 41+18.40 TO STA. 41+83.76
1:13:1
MAX
3:1 MAX
1:1
1.5%
HCL BRIDGE 230A
CONCRETE PAVEMENT DETAIL
NOTES
TYPICAL SECTIONS AND DETAILSBRIDGE D-10-HC-230A
4
SOIL RIPRAP DETAIL AT BRIDGE DRAIN OUTLET
SIDEWALK.
SIDEWALK SHALL BE INCLUDED IN COST OF CONCRETE
ANY ADDITIONAL CONCRETE FOR THICKENED SECTION OF5.
HANDRAIL INFORMATION.
SEE BRIDGE ABUTMENT DETAILS FOR WINGWALL AND4.
CONCRETE PER PROJECT SPECIFICATIONS.
ALL CONCRETE SIDEWALK SHALL BE FIBER REINFORCED3.
CONCRETE SIDEWALK.
FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF
THE DOWEL AND JOINT FILLER SHALL NOT BE MEASURED OR PAID2.
TO WALKING DIRECTION
CONCRETE TO RECEIVE A MEDIUM BROOM FINISH PERPENDICULAR1.
4
4
4
RELEASED FORCONSTRUCTION
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Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
CITY AND COUNTY OF DENVER STANDARD NOTES GENERAL GRADING, EROSION, AND SEDIMENT CONTROL PLAN NOTES
GENERAL PHASING
INITIAL PHASE:
INTERIM PHASE:
SEED MIX NOTES
N/AN/A
M.JOHNSON
A.VANCE
SWMP
CONCRETE WASHOUT AREACWA
CONSTRUCTION FENCECF
INLET PROTECTIONIP
SEDIMENT CONTROL LOGSCL
VEHICLE TRACKING CONTROLVTC
IS PROHIBITED. (SEC. 56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACED WITH WATER
ONTO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING
BASIS AND AS NEEDED DURING THE DAY WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED
PAVED AND IMPERVIOUS SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES MUST BE SWEPT ON A DAILY 10.
SEWER SYSTEM IS PROHIBITED. (SEC. 56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM
OPERATIONS ON A DAILY BASIS OR AS NEEDED THROUGHOUT THE WORK DAY.
THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING
PLACE.
CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE
THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT 9.
PROHIBITED. (SEC. 56-102A, C; REVISED MUNICIPAL CODE, CITY AND COUNTY OF DENVER)
THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS
AT CONSTRUCTION SITES.”
AND ITS ACCOMPANYING MANUAL ENTITLED, “READY MIX WASHOUT GUIDEBOOK, VEHICLE AND EQUIPMENT WASHOUT
ENVIRONMENT'S TRAINING VIDEO ENTITLED “BUILDING FOR A CLEANER ENVIRONMENT, READY MIX WASHOUT TRAINING”
THE APPROVED TECHNIQUES AND PRACTICES IDENTIFIED IN THE COLORADO DEPARTMENT OF PUBLIC HEALTH &
CONTAINMENT, PROPER DISPOSAL OF CONCRETE WASHOUT AND WASH WATER AT THE JOB SITE SHALL CONFORM TO
INFEASIBLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING
SHOULD THE USE OF A PREDEFINED BERMED CONTAINMENT AREA OR APPROVED WASHOUT DEVICE BE TECHNICALLY
CONTAINMENT AREA AND PROPERLY DISPOSED.
ACCORDANCE WITH ALL APPLICABLE REGULATIONS. DRIED CEMENT WASTE IS TO BE REMOVED FROM THE
CONTAINMENT AREA OR DEVICE SHALL BE ALLOWED TO INFILTRATE, EVAPORATE, AND OR BE DISPOSED OF IN
WASHOUT DEVICES THAT FULLY CONTAIN ALL WASH WATER ARE ACCEPTABLE. WASH WATER DISCHARGED INTO THE
CONCRETE WASHOUT AREA ON THE JOB SITE. BERMED CONTAINMENT OR COMMERCIALLY AVAILABLE CONCRETE
WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, 8.
THROUGHOUT THE DAY.
SWEEPING IS TO BE COMPLETED BY THE CLOSE OF THE BUSINESS DAY OR (AND) ON AN AS NEEDED BASIS
EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IMMEDIATELY. ADDITIONALLY, STREET
PRODUCE AND RETAIN WEEKLY WRITTEN INSPECTION RECORDS FOR ALL BMPS AND AFTER SIGNIFICANT PRECIPITATION
GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE PERMITTEE OR CONTRACTOR SHALL
APPROVED EROSION AND SEDIMENT CONTROL 'BEST MANAGEMENT PRACTICES' SHALL BE MAINTAINED AND KEPT IN 7.
THE SITE PERIMETER, ADDITIONAL SEDIMENT CONTROLS SHALL BE REQUIRED.
MATTING/GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF RECEIVING WATERS, A DRAINAGEWAY OR
CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES DENVER PUBLIC WORKS APPROVAL), OR EROSION CONTROL
ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS,
DAYS FOLLOWING STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE
WITHIN 100 FEET OF RECEIVING WATERS, OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7)
EROSION WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION OF STOCKPILES LOCATED
SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE PROTECTED FROM WIND AND WATER 6.
STORMWATER ENFORCEMENT INVESTIGATOR PRIOR TO INSTALLATION.
A CASE BY CASE BASIS AND REQUIRES APPROVAL FROM THE CITY AND COUNTY OF DENVER SWMP REVIEWER OR THE
. STEEL FENCE POSTS MAY BE USED ON PROHIBITEDTHE USE OF REBAR TO ANCHOR BEST MANAGEMENT PRACTICES IS 5.
MUNICIPAL CODE)
COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. (SEC. 49-552; REVISED
THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY
THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE 4.
GRADING ACTIVITIES. IN SUCH CASES, THE SHORTER TIMEFRAME SHALL APPLY TO PROJECTS WITHIN DENVER AS WELL.
FEDERAL AND STATE REGULATIONS MAY SOON REQUIRE STABILIZATION WITHIN SEVEN (7) DAYS OF COMPLETION OF
OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING ACTIVITIES. NOTE:
GRADING ACTIVITIES. STABILIZATION OF DISTURBED AREAS ADJACENT OF RECEIVING WATERS OR WITH SLOPES 3 TO 1
SOIL STABILIZATION MEASURES SHALL BE IMPLEMENTED WITHIN FOURTEEN (14) DAYS FOLLOWING COMPLETION OF 3.
PROJECT.
WETLANDS, AND OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTING FROM WORK DONE AS PART OF THIS
OF ANY ADVERSE IMPACTS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVING WATERS, WATERWAYS,
OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION
SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING, OR OTHER CONSTRUCTION
THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM 2.
SHALL BE CONDUCTED IN A TIMELY MANNER.
CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL
DRAINAGE APPURTENANCES, AND PUBLIC RIGHTS OF WAYS OF THE CITY AND COUNTY OF DENVER AS A RESULT OF
POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES, STORM
THE PERMITTEE AND/OR CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER 1.
SUBMIT NOTICE OF TERMINATION AS REQUIRED (LOCAL, COUNTY, AND STATE).8.
ROUGHEN AND RESEED ALL DISTURBED AREAS DUE TO BMP REMOVAL.
REMOVE REMAINING PERIMETER BMPs ONCE AREA VEGETATION IS REESTABLISHED. SURFACE 7.
SCHEDULE CLOSE-OUT SITE VISIT AS REQUIRED BY LOCAL JURISDICTION.6.
REQUIRED REVEGETATED COVERAGE AS APPROVED BY THE CITY AND COUNTY OF DENVER.
PERIMETER BMPs ARE TO REMAIN UNTIL THE SITE VEGETATION IN THE AREA HAS REACHED 5.
OTHERWISE IN WRITING BY CITY AND COUNTY OF DENVER.
MAINTAIN WEEKLY AND STORM EVENT INSPECTIONS THROUGH FINAL PHASE UNLESS ALLOWED 4.
REINFORCING MATS INSTEAD OF STRAW MULCH.
THAT ARE STEEPER THAN 3:1 ARE TO HAVE DOUBLE LAYER COCONUT BLANKETS OR TURF
ALL REVEGETATED AREAS ARE TO THEN BE SURFACED ROUGHENED, SEEDED, AND MULCHED. AREAS 3.
PER JURISDICTION DETAILS AND REQUIREMENTS.
CWA, CONSTRUCTION FENCE, AND OTHER INTERNAL BMPs. MAINTAIN REMAINING PERIMETER BMPs
REMOVE ANY INTERNAL AND PERIMETER BMPs THAT PROVIDE NO PROTECTIVE FUNCTION, INCLUDING 2.
THE FINAL PHASE BEGINS IS WHEN CONSTRUCTION IN AN AREA HAS BEEN COMPLETED. 1.
STEEPER THAN 4 HORIZONTAL TO 1 VERTICAL (4:1), AND WILL REMAIN DORMANT FOR MORE THAN 30 DAYS.
LAYER COCONUT BLANKETS OR TURF REINFORCING MATS ARE REQUIRED FOR DISTURBED AREAS THAT ARE
IN THE EVENT OF UNEXPECTED WORK STOPPAGE EXPECTING TO LAST MORE THAN 20 DAYS, INTERIM DOUBLE 3.
FULL FUNCTION OF ROUGHENING.
UPON LEAVING SITE. REFRESHING OF SURFACE ROUGHENING TO BE REPEATED AS NECESSARY TO MAINTAIN
ALL INTERIM DISTURBED AREAS ARE TO BE SURFACED ROUGHENED OR BE IN A ROUGHENED STATE DAILY 2.
MODIFICATIONS ARE TO BE NOTED ON THE PLANS.
TO THE BMPs INITIALLY INSTALLED AND ADDITIONAL BMPS INSTALLED DUE TO CONSTRUCTION. THESE
THE INTERIM PHASE IS THE DYNAMIC CONSTRUCTION PHASE WHERE THERE MAY BE MANY MODIFICATIONS 1.
LDA LIMITS DISTURBED AREA
FLOW ARROW
BEST MANAGEMENT PRACTICE (BMP) LEGEND:
FINAL PHASE:
STABILIZED STAGING AREASSA
STRIP AND STOCKPILE ANY TOPSOIL IN CONSTRUCTION AREA FOR REUSE IN FINAL PHASE OF PROJECT.4.
THE CONTRACTOR.
ANY CHANGES OR ADDITIONS TO THE BMPs SHOWN ON THE PLAN SET ARE TO BE NOTED ON THE PLANS BY 3.
WORK IS TO BE PHASED WITH WORK PROGRESS.
INCLUDING FENCING, AND VTCs, ARE TO BE INSTALLED AROUND AREA OF EARTH DISTURBING ACTIVITIES. THIS
PRIOR TO COMMENCING ANY GRADING, CONSTRUCTION, OR EARTH DISTURBING ACTIVITY, PERIMETER BMPs, 2.
APPROACH AND TIMING AND MODIFY PLANS ACCORDINGLY.
CONTRACTOR TO PERFORM SITE VISIT AND REVIEW BMP APPROACH WITH REGARDS TO CONSTRUCTION 1.
ROCK SOCK/WATTLE RS ROCK SOCK/WATTLE RS
OUTLET PROTECTIONOP
2017-EC-0000137
SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
STABILIZED STAGING AREA TO USE CONSTRUCTION MATS AND WILL NOT BE MEASURED AND PAID FOR 4.
CONTRACTOR TO PHASE WORK AS MUCH AS PRACTICABLE.3.
MORE RESTRICTIVE.
REMAINING DORMANT OR HAVING REACHED FINAL GRADING, UNLESS JURISDICTION REQUIREMENTS ARE
CONTRACTOR TO SURFACE ROUGHEN ALL DISTURBED SOIL SURFACES WITHIN 5 DAYS OF AN AREA 2.
ALIGNMENT TO PAVED ROAD.
CONSTRUCTION ACCESS POINTS TO HAVE CONSTRUCTION FENCE ON BOTH SIDES FROM CONSTRUCTION 1.
CWA
CF
IP
SCL
VTC
WASHOUT AREA
CONCRETE
FENCE
CONSTRUCTION
PROTECTION
INLET
CONTROL LOG
SEDIMENT
CONTROL
VEHICLE TRACKING
BMP CALLOUT
BMP CONTRACT ITEM LEGEND:
CONTRACT ITEM
208-00045STRUCTURE
CONCRETE WASHOUT
607-11525
208-00050PROTECTION
STORM DRAIN INLET
208-00002
208-00045
FENCE (PLASTIC)
EROSION LOG (12 INCH)
VEHICLE TRACKING PAD
OPPROTECTION
OUTLET
RSWATTLE
ROCK SOCK/ 208-00035 AGGREGATE BAG
RIPRAP (6 INCH)506-00206
SEGREGATE & STOCKPILE TOPSOIL TYPE SOIL ON-SITE AS EARLY CONSTRUCTION STEP.2.
REVEGETATION PER CITY OF DENVER PARKS DEPARTMENT SPECIFICATIONS FOR SHORT GRASS MIX.1.
SWMP - GENERAL NOTESBRIDGE D-10-HC-230A
S201 4
RELEASED FORCONSTRUCTION
LICENSE
D
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OL
OC
AONISSE
FO
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L ENG
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LICENSE
D
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MATTH
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11/03/2017
RELEASED FORCONSTRUCTION
LICENSE
D
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LICENSE
D
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11/03/2017
RELEASED FORCONSTRUCTION
LICENSE
D
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FO
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LICENSE
D
ODAR
OL
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AONISSE
FO
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L ENG
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MATTH
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OHNSO
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11/03/2017
RELEASED FORCONSTRUCTION
LICENSE
D
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LICENSE
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MATTH
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Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
SECTION OR DETAIL INDENTIFICATION
(IF BLANK OR DASH, REFERENCE IS TO SAME SHEET)
CROSS REFERENCE DRAWING NUMBER
XX
BXX
GENERAL NOTES
BRIDGE DESCRIPTION
INDEX OF DRAWINGS
9
90°00'00" SKEW
TRUSS OVER HIGH LINE CANAL 6'-0" CLEAR WIDTH,
1 - SPAN (49'-0") PREFABRICATED STEEL HALF-THROUGH
GENERAL INFORMATIONBRIDGE D-10-HC-230A
D-10-HC-230AJ ROBERTS
KATHRINEBERG
BRIDGE
N
FABRICATING ANY MATERIAL.
SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR
STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD
UNLESS NOTED OTHERWISE.
ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS I FINAL FINISH TO ONE FOOT BELOW THE GROUND LINE
EARTHWORK.
1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER
DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT
DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGOUND UTILITIES AS MAY BE NECESSARY TO AVOID
NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONCTRACTOR IS RESPOINSIBLE FOR MAKING HIS OWN
THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS
PERMANENT STEEL DECK FORMS ARE ALLOWED.
CL = CENTERLINEBF = BACK FACE
OC = ON CENTERNF = NEAR FACE
PGL = PROFILE CONTROL LINEB.O. = BOTTOM OFFF = FAR FACE
HCL = HORIZONTAL CONTROL LINET.O. = TOP OFEF = EACH FACE
THE CONCTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION.
DENOTES NON-COATED REINFORCING STEEL.
ALL REINFORCING STEEL SHALL BE EPOXY COATED UNLESS OTHERWISE NOTED.
GRADE 60 REINFORCING STEEL IS REQUIRED.
CORRESPONDING TO SULFATE EXPOSURE CLASS 0.
STRUCTURAL CONCRETE EXPOSED TO SOIL SHALL CONFORM TO CEMENTITIOUS MATERIALS REQUIREMENTS CLASS 0,
EXPANSION JOINT MATERAIL SHALL MEET AASHTO SPECIFICATION M213.
STANDARD M-206-2 FOR WINGWALLS.
EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCATION AND BACKFILL SHALL BE IN ACCORDANCE WITH CDOT
SUPERSTRUCTURES ARE IN PLACE.
ABUTMENTS SHALL NOT BE BACKFILLED UNTIL BRIDGE 2.
- DECK SLOPE AT BRIDGE ENDS DUE TO CAMBER
- BRIDGE OUT TO OUT WIDTH AT BEARING SEAT
- BRIDGE END TO END LENGTH
- HEIGHT FROM BEARING SEAT TO TOP OF DECK
- ANCHOR BOLT SIZES
- ANCHOR BOLT LAYOUT LOCATIONS
DIMENSIONS INCLUDE:
DIMENSIONS OF ABUTMENTS SHALL BE MODIFIED ACCORDINGLY. THESE
SETTING OF BRIDGES. DEPENDING ON FABRICATION DETAILS,
SHOP DRAWINGS PRIOR TO CONSTRUCTION OF ABUTMENTS AND
DIMENSIONS BE VERIFIED WITH BRIDGE MANUFACTURER'S APPROVED
DEPENDENT. THEREFORE, IT IS CRITICAL THAT ALL DEPENDENT
ABUTMENT GEOMETRIES FOR PREFABRICATED TRUSS BRIDGES ARE 1.
ABUTMENT CONSTRUCTION NOTES
B201
DESIGN DATA
fy = 50,000 PSIASTM A847 WEATHERING STEEL
fy = 70,000 PSIAASHTO M270 (ASTM A709) GRADE 70
fy = 50,000 PSIAASHTO M270 (ASTM A709) GRADE 50
fy = 36,000 PSIAASHTO M270 (ASTM A709) GRADE 36
STRUCTURAL STEEL:
fy = 60,000 PSIREINFORCING STEEL:
f'c = 4,500 PSICLASS D CONCRETE:
REINFORCED CONCRETE:
ADDITIONAL INFORMATION AND REQUIREMENTS.
REFER TO GEOTECHNICAL REPORT BY YEH AND ASSOCIATES DATED JULY 7, 2017 FOR
PASSIVE LATERAL FLUID PRESSURE = 440 PCF
AT-REST LATERAL FLUID PRESSURE = 55 PCF
ACTIVE LATERAL FLUID PRESSURE = 35 PCF
= 0.80 FOR CLAY
SLIDING FRICTION RESISTANCE FACTOR = 0.85 FOR SAND
SOIL COHESIVE VALUE C = 2500 PSF
NOMINAL COEFFICIENT OF SLIDING FRICTION FOR SAND = 0.67
UNIT SOIL WEIGHT = 125 PCF
BEARING RESISTANCE FACTOR = 0.45
FACTORED BEARING CAPACITY = 3,000 PSF
LIVE LOAD SURCHARGE = 1 FT OF EARTH
12,000 LB.
DEAD LOAD OF STEEL TRUSS, NOT INCLUDING CONRETE DECK AND CURBS IS ESTIMATED TO BE
ASSUMES 18 LB PER LINEAR FOOT FOR PERMANENT UTILITIES
ASSUMES 650 LB PER LIN FT FOR CONCRETE BRIDGE DECK AND CURBS
DEAD LOAD:
WIND LOAD: PER AASHTO LRFD
VEHICULAR LIVE LOAD: H5 TRUCK
PEDESTRIAN LIVE LOAD: 90 PSF
DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, WITH CURRENT INTERIMS
LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES (2009)
CONSTRUCTION
RELEASED FOR
STRUCTURE IDENTIFICATION PANELB209
MISCELLANEOUS DETAILSB208
HANRDRAIL DETAILSB207
ABUTMENT 2 DETAILSB206
ABUTMENT 1 DETAILSB205
FOUNDATION LAYOUTB204
TYPICAL SECTIONB203
GENERAL LAYOUTB202
GENERAL INFORMATIONB201
DE
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5470
5470
5470
5475
5475
5480
N44°15'40"E
1'-0" 1'-0"48'-6"
50'-6" BF TO BF ABUTMENTS
3'-0"
3'-0"
9'-6"±
STA 41+08.07
TRUSS BRIDGE
PREFABRICATED STEEL
BF ABUT 1 BF ABUT 2CL ABUT 2CL ABUT 1
STA 40+57.57
CL ABUT 1CL ABUT 2
* ELEV. 5478.81* ELEV. 5481.21
PROFILE GRADE LINE
D-10-HC-230A
PROPOSED BRIDGE
HCL BRIDGE 230A
ELECTRICAL LINE
EXISTING
LINE
ELECTRICAL
EXISTING(TO BE REMOVED)
EXISTING BRIDGE D-10-HC-230
BORING YA-B-2 BORING YA-B-1
SHEETS (TYP)
AND LIMITS SEE CIVIL
FOR SIDEWALK DETAILS
FINISHED GRADE
MAX WSEL 5473.17
EXISTING GRADE
NOTE 2) (TYP)
(TO BE REMOVED) (SEE
EXISTING ABUTMENT
(SEE NOTES 3 & 4) (TYP)
2"ø GALVANIZED RIGID CONDUIT
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
BF ABUT 2
41+00
(TYP)
90°00'00"
BF ABUT 1
40+60 40+80 41+00
J ROBERTS
BRIDGE
SECTION
PLAN
(TAKEN ALONG CL TRAIL)
* FINISHED GRADE ELEVATION
9
40+8040+60
41+20
GENERAL LAYOUTBRIDGE D-10-HC-230A
HIG
H LIN
E C
AN
AL
D-10-HC-230A
CLAYEY SAND
SANDY CLAY FILL
SILTY SAND
SANDY CLAY
SANDSTONE
WITH CLAYSTONE
SANDSTONE INTERBEDDED
YA-B-2
YA-B-1
CLAYSTONE
WEATHERED CLAY
5481.00
ASPHALT
WEATHERED SILTY SANDSTONE
5479.00
5477.00
5474.20
5467.00
5462.00
5460.00
5449.00
5479.50
5474.00
5467.50
5466.20
5456.00
WEATHERED SILTY CLAYSTONE
B202
KATHRINEBERG
TO S QUEBEC ST
5485
5480
5475
5470
5485
5480
5475
5470
GEOTECHNICAL BORING INFORMATION(SEE NOTE 1)
26-28
19-24
17-23
12-8
9-11
7-10
20-35
22-34
16-22
7-7
8-7
BLOWS PER 6"
TO BIBLE PARK
COST OF THE CONDUIT.
PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE
PULL TAPE AND END CAPS SHALL NOT BE MEASURED AND 5.
CONSTRUCTION SHALL BE CAPPED ON BOTH ENDS.
ALL CONDUITS AND PIPES NOT CONNECTED DURING 4.
IN THE COST OF THE CONDUIT.
ALL CONDUITS SHALL INCLUDE PULL TAPE TO BE INCLUDED 3.
MAY BE LEFT IN PLACE BELOW THE BEARING SEAT.
INTERFERE WITH CONSTRUCTION OF NEW ABUTMENT, IT
IF EXISTING SOUTH ABUTMENT FOOTING DOES NOT 2.
BY YEH AND ASSOCIATES DATED JULY 7, 2017.
FOR DETAILED GEOTECHNICAL INFORMATION SEE REPORT 1.
NOTES:
CONSTRUCTION
RELEASED FOR
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6'-0"
2" (TYP)
3'-0"3'-0"
6"
6"
4"
3'-6" (T
YP)
4" S
PA (
MA
X)
6"
7"
1" (TYP)
FLOOR BEAM
BRACE DIAGONAL
VERTICAL
TOP CHORD
BOTTOM CHORD
DIAGONAL
PGL
(TYP)
CONCRETE CURB
HCL BRIDGE 230A
DECK
CONCRETE 1'-0"
#4 @
#4 (TYP)
LENGTH = 3'-11"
(MIN SPLICE
#7 @ 1'-0" OC
FUTURE USE) (TYP)
RIGID CONDUIT (FOR
2"ø GALVANIZED
(TYP)41HSS 6x2x
RUB RAIL
J ROBERTS
KATHRINEBERG
BRIDGE 9
TYPICAL SECTIONBRIDGE D-10-HC-230A
D-10-HC-230A
B203
TYPICAL SECTION
LIMITS OF CONCRETE SEALER
NOTES
1.5%
(LOOKING AHEAD STATION)
THE CONDUIT.
SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF
PIPE STRAPS SHALL NOT BE MEASURED AND PAID FOR 2.
SPACED AT A MAXIMUM OF 8'-0".
FLOOR BEAMS WITH 2 HOLE RIGID CONDUIT STRAPS
CONDUITS AND PIPE SHALL BE SECURED TO THE TRUSS 1.
(TY
P)
(TYP)
CONSTRUCTION
RELEASED FOR
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
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LO
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S
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OR
P 46035
ST
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N44°15'40"E
5'-0"
5'-0"
10'-0"
2'-6"2'-6"
5'-0" 13'-10"
90°0'0"
10'-0"
5'-0"
5'-0"
11'-4"2'-6"
STA 41+07.07
STA 40+58.57
CL FOOTING
CL ABUTMENT 1 &
CL FOOTING
CL ABUTMENT 2 &
HCL BRIDGE 230A
LINE
ELECTRICAL
EXISTING
ELECTRICAL LINE
EXISTING
(TO BE REMOVED)
EXISTING BRIDGE D-10-HC-230
EXISTING GAS LINE
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
CL ABUT 2
CL ABUT 1
J ROBERTS
BRIDGE
FOUNDATION LAYOUT
9
FOUNDATION LAYOUTBRIDGE D-10-HC-230A
E SCHAWO
41+0040+8040+60
HIG
H LIN
E C
AN
AL
D-10-HC-230A
B204
(TYP)
41+20
41+4
0
CONSTRUCTION
RELEASED FOR
DE
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8'-0"
4'-0"4'-0"
5'-0"5'-4"
49°1'50"
8"
4"
42°4
9'30"
5'-0"5'-0"
10'-0"
4'-5" 4'-1"
1'-0"
1'-6"
5'-0"
5'-0"
2'-6"
1'-0"
8"4"
1'-6"
1'-6"
1'-0" 1'-0"
2'-6"2'-6"
(TYP)
2" CLR
(SE
E N
OT
E 3)
VA
RIE
S
3"
CL
R
1'-0"
2'-6"
1'-8"
"215
"215
"21
5
"21
5
STA 40+57.57
BF ABUT 1
@ 1'-0" (MAX)
#4 CONT E.F.
@ 1'-0" (MAX)#4
@ 1'-0" (MAX)#5
HANDRAIL POST (TYP)
CL ABUTMENT
BF ABUTMENT
JOINTS
CONSTRUCTION
OPTIONAL
BAR SPACING)
#5 (MATCH VERTICAL
(AS SHOWN)
@ 1'-0" (MAX)
#4 CONT E.F.
PROFILE GRADE
SLOPED TO MATCH
FINISHED GRADE
& ABUTMENT BACKWALL
SLOPE OF TOP OF WINGWALL
(2) TOP BARS SHALL MATCH
(MAX) (AS SHOWN)
#4 CONT @ 1'-0"
SIDEWALK
CONCRETE @ 1'-0" (MAX)#5
CONCRETE DECK
COVER PLATE DETAILS
DETAILS SHEET FOR
SEE MISCELLANEOUS
BY BRIDGE MANUFACTURER
LOCATIONS TO BE PROVIDED
ANCHOR BOLT DETAILS &
CL ABUTMENT
CL ABUTMENT
@ 1'-0" (MAX) (TYP)
#4 CONT E.F.
ELEV 5478.75 BFELEV 5478.87 BF
PGL ELEV 5478.81 BF
" EXP. JT. MAT'L.21
J ROBERTS
KATHRINEBERG
BRIDGE 9
D-10-HC-230A
PLAN
ABUTMENT 1 DETAILSBRIDGE D-10-HC-230A
B205
PLAN
HCL BRIDGE 230A
HCL BRIDGE 230A
*
FOOTING (LEVEL)
BOTTOM OF
‡
‡
‡
‡
WINGWALLS
VARIES AT
TYPICAL SECTION
NOTES:
ENSURE THE APPROPRIATE BEAM SEAT ELEVATION.
USED TO DETERMINE THE REQUIRED BACKWALL HEIGHT AND
ASSEMBLY ON THE SHOP DRAWINGS. THESE DIMENSIONS WILL BE
FROM THE TOP OF THE DECK TO THE BOTTOM OF THE BEARING
THE BRIDGE MANUFACTURER SHALL PROVIDE THE DIMENSIONS 3.
CONCRETE.
SEPARATLY, BUT SHALL BE INCLUDED IN THE COST OF THE
ANCHOR BOLTS SHALL NOT BE MEASURED AND PAID FOR 2.
ANCHOR BOLTS SHALL BE FURNISHED BY CONTRACTOR.1.
ELEVATION
HCL BRIDGE 230A
WALLS (LEVEL)
BOTTOM OF
* ELEV 5476.08
1.5%
*
* (LOOKING AT FRONT FACE OF ABUTMENT)
LEVEL LEVEL
CONSTRUCTION
RELEASED FOR
DESIGN (SEE NOTE 3)
MANUFACTURERS FINAL
DEPENDANT ON BRIDGE
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
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LO
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5'-0" 5'-0"
10'-0"8"
4"
5'-0"
1'-0"
8"4"
1'-6"
1'-6"
1'-0" 1'-0"
2'-6"2'-6"
(TYP)
2" CLR
(SE
E N
OT
E 3)
VA
RIE
S
"432'-8"4
18'-3
11'-0"
11'-0"
8"4'-0"5'-0"
1'-0"
1'-0"
1'-6"
1'-0"
4'-0"
(TYP)
2" CLR
4"
5'-0"
8"
(TOP & BOTT)
#5 CONT @ 1'-0" (MAX)
#5 @ 1'-0" (M
AX) (T
OP & B
OT
T)
14'-6"
3"
CL
R
3"
CL
R
1'-0"
1'-0"
1'-0"(TYP.)
5"
3"
1'-0"
CL ABUTMENT
#4 @ 1'-0'
@ 1'-0"#4
CL ABUTMENT
BF ABUTMENT
JOINTS
CONSTRUCTION
OPTIONAL
BAR SPACING)
#5 (MATCH VERTICAL
(AS SHOWN)
@ 1'-0" (MAX)
#4 CONT E.F.
PROFILE GRADE
SLOPED TO MATCH
FINISHED GRADE
& ABUTMENT BACKWALL
SLOPE OF TOP OF WINGWALL
(2) TOP BARS SHALL MATCH
SIDEWALK
CONCRETE
CONCRETE DECK
COVER PLATE DETAILS
DETAILS SHEET FOR
SEE MISCELLANEOUS
BF ABUT 2
STA 41+08.07
@ 1'-0" (MAX)#5
#4 @ 1'-0'
@ 1'-0"#4
(MAX) (AS SHOWN)
#5 CONT @ 1'-0"
" EXP. JT. MAT'L.21
FF WINGWALL BF WINGWALL
#5 @ 1'-0" (MAX)
#5 @ 1'-0" (MAX)
ELEV 5481.66 RT
ELEV 5481.56 LTELEV 5481.27 RT
ELEV 5481.17 LT
ELEV 5481.44 RT
ELEV 5481.34 LT
PROPOSED GRADE
EXISTING GRADE
#4 @ 1'-0" (MAX) (FF) #8 @ 6" (MAX) (BF)
(MAX) (FF)
#4 @ 1'-0'
(MAX) (BF)
@ 6" #8
WAINGWALLS)
(TYP BOTH ABUTMENT 2
WEEP HOLE WALL DRAIN
FINISHED GRADE
FINISHED TRAIL PAVEMENT
GEOTEXTILE (DRAINAGE) (CLASS A)
WRAPPED & CONTINUOUS
CLASS B FILTER MATERIAL,
2"Ø PERFORATED PIPE
WINGWALL
CONTINUOUS BEHIND
CLASS B FILTER MATERIAL
2"Ø DRAIN @ 2% SLOPE
J ROBERTS
KATHRINEBERG
BRIDGE 9
D-10-HC-230A
FOOTING (LEVEL)
BOTTOM OF
NOTES:
ENSURE THE APPROPRIATE BEAM SEAT ELEVATION.
USED TO DETERMINE THE REQUIRED BACKWALL HEIGHT AND
ASSEMBLY ON THE SHOP DRAWINGS. THESE DIMENSIONS WILL BE
FROM THE TOP OF THE DECK TO THE BOTTOM OF THE BEARING
THE BRIDGE MANUFACTURER SHALL PROVIDE THE DIMENSIONS 3.
CONCRETE.
SEPARATLY, BUT SHALL BE INCLUDED IN THE COST OF THE
ANCHOR BOLTS SHALL NOT BE MEASURED AND PAID FOR 2.
ANCHOR BOLTS SHALL BE FURNISHED BY CONTRACTOR.1.
WINGWALL ELEVATION
PLAN
ABUTMENT 2 DETAILSBRIDGE D-10-HC-230A
B206
(LEVEL)
ELEV 5478.67
(LEVEL)
ELEV 5473.42
230A (SYMM)
HCL BRIDGE
FOOTING REINFORCING
HALF PLAN SHOWING
WALL REINFORCING
HALF PLAN SHOWING
1%
FOOTING (LEVEL)
BOTTOM OF
ABUTMENT TYPICAL SECTION
WINGWALL TYPICAL SECTION
*
*
*
230A (SYMM)
HCL BRIDGE
TAKEN AT BF OF WALL)
(TOP OF WINGWALL ELEVATIONS CONSTRUCTION
RELEASED FOR
DESIGN (SEE NOTE 3)
MANUFACTURERS FINAL
DEPENDANT ON BRIDGE WEEP HOLE DETAIL
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
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LO
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11/03/2017
7"1" 1"
4"
9"
1 1/2 "
1 1/2 "
7"
BRID
GE R
AILIN
G
SP
A T
O M
AT
CH
RAILIN
G H
EIG
HT
MA
TC
H B
RID
GE
"215 "2
15
11'-0"
6" 4"4"
8"
5'-0 1/2" "215'-0
"214"2
14
"2
13
"2
13
8" 1"
10"
1 1/2 "
1 1/2 "
7"
"2
13
"2
13
4"
1"
"434"4
15
2'-0"
WINGWALL
8"x6" HSS PIPE
HSS PIPE418x6x
41RUB RAIL HSS 6x2x
HSS PIPE418x6x
HSS PIPE41x2
1x4214
41HSS 6x2x
RUB RAIL
HSS PIPE41x2
1x4214
41HSS 6x2x
RUB RAIL
HSS PIPE41x2
1x4214
PL219x7x
BOLTS OR EQUIV. (TYP)
EMBED HILTI KWIK
"21"ø x 24
3"ø HOLES W/ 87
HSS PIPE1632x2x
SAFETY RAILS (TYP)
TO MATCH BRIDGE
SAFETY RAIL SECTION
SAFETY RAILS (TYP)
TO MATCH BRIDGE
SAFETY RAIL SECTION
(TYP)
EMBED
RAILING
BRIDGE DETAIL
BRACKET TO MATCH
RUB RAIL ATTACHMENT
BRIDGE DETAIL
BRACKET TO MATCH
RUB RAIL ATTACHMENT
SAFETY RAILS (TYP)
TO MATCH BRIDGE
SAFETY RAIL SECTION
PL219x7x
BOLTS OR EQUIV (TYP)
EMBED HILTI KWIK
"21"ø x 24
3"ø HOLES W/ 87
HSS PIPE41x2
1x4214
WINGWALL
SIDEWALK
JOINT MATERIAL
" EXPANSION 2
1
" CHAMFER (TYP)2
1
POSTS ON BOTH SIDES
SAFETY RAILS 3" PAST
EXTEND RUB RAILS AND
END POST
MARKER 4"x8" TO
FASTEN OBJECT
J ROBERTS
KATHRINEBERG
BRIDGE 9B207
D-10-HC-230A
HANDRAIL ELEVATION
CL HANDRAIL CL HANDRAIL
HANDRAIL NOTES:
AND SEALED CALCULATIONS FOR APPROVAL.
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SIGNED 2.
FINISH TO MATCH THE BRIDGE RAILING.
ALL HANDRAIL SECTIONS TO HAVE A WEATHERING STEEL 1.
CONSTRUCTION
RELEASED FOR
HANDRAIL DETAILSBRIDGE D-10-HC-230A
HANDRAIL END SECTION(LOCATED AT END OF ABUTMENT 1 WINGWALLS)WINGWALL AND SIDEWALK
HANDRAIL TRANSITION BETWEEN
CONCRETE SIDEWALK SHALL BE SPACED AT 8'-0" MAX)
ABUTMENT 1 DETAILS SHEET, HANDRAIL MOUNTED ON
HANDRAIL SIMILAR; FOR ABUT 1 POST SPACING, SEE
(ABUT 2 HANDRAIL SHOWN; ABUT 1 AND SIDEWALK
SIDEWALK
MOUNTED ON
HANDRAIL SECTION
WINGWALL
MOUNTED ON
HANDRAIL SECTION
HANDRAIL BASE PL DETAIL
HANDRAIL END BASE PL DETAIL
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
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NECIL ODARO
LO
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EN
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GNE LANOIS
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P 46035
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11/03/2017
4"
GAP
1"
2"
RE
CE
SS
3/8 " (
MIN)
1'-0"1'-0"
2'-0"
"2111
9"
CU
RB
6"
3'-0"
1'-0"
4"
PLATE RECESS
" COVER419
GAP
"41
ABUTMENT BACKWALL
SIDEWALK
COVER PLATE
CONCRETE BRIDGE DECK
CL BRIDGE (SYMM)
1" JOINT SEAL
1" JOINT SEAL
CONCRETE DECKSIDEWALK
BRIDGE SCUPPER
STEEL PIPE
4" GALVANIZED
EXISTING GROUND
FINISHED GRADE
MATERIAL
" EXPANSION JOINT21
1'-6" OC (SEE NOTE 1)
"ø THREADED INSERT @21
JOINT MATERIAL
" EXPANSION21
1'-6" OC (SEE NOTE 1)
"ø THREADED INSERT @ 21
SURFACE
COVER PLATE WITH NON-SLIP
x12'-0" GALVANIZED 41x 94
1
RIPRAP
FROM END OF DECK)
OF CURB AND CENTER DRAIN PIPE 1'-6"
ABUTMENT 1, LT ONLY) (LOCATE AT FACE
TYPE P GRATE OR APPROVED EQUAL (AT
NEENAH R-4015A BRIDGE SCUPPER WITH
J ROBERTS
KATHRINEBERG
BRIDGE 9
ASECTION
-
B208
D-10-HC-230A
A
-
A
-
COVER PLATE AND SCUPPER PLAN
B
-
B
-
BSECTION
-
NOTES:
CL ABUTMENT 1
COST OF THE CONCRETE CLASS D.
MEASURED AND PAID FOR SEPARATELY, BUT SHALL IN INCLUDED IN THE
BRIDGE SCUPPER AND 4" GALVANIZED STEEL PIPE SHALL NOT BE 3.
COST OF THE CONCRETE CLASS D.
MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE
THE JOINT SEAL AND EXPANSION JOINT MATERIAL SHALL NOT BE 2.
INCLUDED IN THE COST OF CONCRETE CLASS D.
NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE
GALVANIZED OR ZINC PLATED AFTER FABRICATION. COVER PLATE SHALL
PLATE. THE COVER PLATE AND ALL ASSOCIATED HARDWARE SHALL BE
RECOMMENDATIONS. PROVIDE COUNTERSUNK SCREW HEADS IN COVER
INSTALL THREADED INSERTS PER MANUFACTURER'S 1.
CONSTRUCTION
RELEASED FOR
MISCELLANEOUS DETAILSBRIDGE D-10-HC-230A
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
DE
S
NECIL ODARO
LO
C
RE
EN
I
GNE LANOIS
S
EF
OR
P 46035
ST
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FE
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11/03/2017
"2
11
"4
3"
83
1"
43
"8
31
"4
3"
21
1
"2
11
5"
"2
11
8"
1" (T
YP.)
" (T
YP.)
41
" (T
YP.)
41
1'-0"
"211"2
14"214"2
11
" (T
YP.)
211
R
ON ABUTMENT
SIGN PLACEMENT
(WHEN APPLICABLE)
SIGN PLACEMENT ON PIER
"ø HOLE83
J ROBERTS
KATHRINEBERG
BRIDGE 9
STRUCTURE IDENTIFICATION PANELBRIDGE D-10-HC-230A
STRUCTURE IDENTIFICATION PANEL LOCATIONS
D-10-HC-230A
B209
CONSTRUCTION
RELEASED FOR
STRUCTURE IDENTIFICATION PANEL
GENERAL NOTES
THE ABUTMENTS AND ON A PIER WHEN APPLICABLE.
IDENTIFICATION PANELS SHALL BE PLACED IN A VISIBLE LOCATION ON ONE OF
IN ADDITION TO THE REQUIREMENTS STATED ABOVE, STRUCTURE 5.
SHALL BE INCLUDED IN THE WORK.
STRUCTURE IDENTIFICATION PANELS WILL NOT BE PAID FOR SEPARATELY, BUT 4.
ALL SIGNS SHALL BE FABRICATED USING A WHITE BACKGROUND.3.
THE STRUCTURE NUMBER IS SHOWN ON THE PLANS.2.
SHEET ALUMINUM 0.080 IN. MINIMUM THICKNESS.
STRUCTURE IDENTIFICATION PANELS SHALL BE FABRICATED FROM SINGLE 1.
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project NumberFile Name:
City Project Manager
FAX: (720) 913-4544
PHONE: (720) 913-4501
DENVER, CO 80202
201 WEST COLFAX AVENUE
DEPARTMENT OF PUBLIC WORKS
Phone: 303-764-1520
1670 BROADWAY, SUITE 3400
Fax: 303-860-7139
DENVER, COLORADO 80202
BRIDGE REPLACEMENTBIBLE PARK PEDESTRIAN
Vert. Scale:
ANDREW BASTASCH
Subset Sheets: of
2017-PROJMSTR-0000391
11/3/2017
CITY & COUNTY
OF DENVER
D-28-MS-235
DE
S
NECIL ODARO
LO
C
RE
EN
I
GNE LANOIS
S
EF
OR
P 46035
ST
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EBOR .A YERF
FE
J
11/03/2017