DEPARTMENT OF PUBLIC WORKS This COUNTY OF DENVER AND · CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS CONTRACT NO.: 201839567 PROJECT NAlIE: Bible Park — 210 & 230 ADDENDUM

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instructed that the drawings, specifications, and other contract documents are modified,corrected, supplemented and/or superseded for the above-mentioned project as hereinafter described in thefollowing attachments: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

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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

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ANDREW BASTASCH

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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)


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FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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ANDREW BASTASCH

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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.

G4 9

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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FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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

G5 9


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Init.CommentsDate:


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FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

2017-PROJMSTR-0000391

11/4/2017

N/A N/A

GENERAL

M. MARSHALL


SUMMARY OF QUANTITIESBRIDGE D-10-HC-210A

9G6


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FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

2017-PROJMSTR-0000391

11/4/2017

N/A N/A

GENERAL

M. MARSHALL


SUMMARY OF QUANTITIESBRIDGE D-10-HC-230A

G7 9


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Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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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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



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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

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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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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)

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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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

2017-PROJMSTR-0000391

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11+25

5475

5475

HIG

H LIN

E C

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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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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

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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.




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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

2017-PROJMSTR-0000391

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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



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


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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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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P

NO

RFFEH .C YM

M

AT

34323

11/04/2017

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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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)


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Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number

Init.CommentsDate:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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)


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)


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


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Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number

Init.CommentsDate:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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


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Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number

Init.CommentsDate:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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




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

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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)


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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

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2017-PROJMSTR-0000391

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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 GAS LINE

Numbers

Structure

No Revisions:

Revised:

Void: Sheet Subset:

Detailer:

Designer:

Sheet Number

Init.CommentsDate:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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

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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



(MAX) (AS SHOWN)

#4 CONT @ 1'-0"

SIDEWALK

CONCRETE @ 1'-0" (MAX)#5

CONCRETE DECK

COVER PLATE DETAILS

DETAILS SHEET FOR

SEE MISCELLANEOUS




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:






CONCRETE.




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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

2017-PROJMSTR-0000391

11/3/2017

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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



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:






CONCRETE.




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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

2017-PROJMSTR-0000391

11/3/2017

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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


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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



Vert. Scale:

ANDREW BASTASCH

Subset Sheets: of

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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



JOINT MATERIAL

" EXPANSION21


"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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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 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:


Horiz. Scale:



FAX: (720) 913-4544

PHONE: (720) 913-4501

DENVER, CO 80202



Phone: 303-764-1520


Fax: 303-860-7139



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

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Documents

DEPARTMENT OF PUBLIC WORKS This COUNTY OF DENVER AND · CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS CONTRACT NO.: 201839567 PROJECT NAlIE: Bible Park — 210 & 230 ADDENDUM