20220237-WQ InfrastructureCompleteSetSealed-R2-2.pdf

PDF 40 MB Posted Apr 21, 2025

Attached to: Water Quality Infrastructure Improvements
Solicitation number: 202578378
Issued by: Denver County, Denver City, Colorado

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Written by GovTribe AI · Apr 22, 2025

The document is a comprehensive 100% design phase set of engineering plans and technical specifications for the Denver International Airport (DEN) Water Quality Infrastructure Improvements project, prepared by SurvWest, LLC and Shrewsberry & Associates, LLC. The project involves constructing two distinct water quality and detention pond sites: a regional water quality pond southwest of the 75th Avenue and Gun Club Road intersection, and a consolidated water quality pond north of the WorldPort #12 Building. The design documents, dated January 21, 2025, include detailed engineering drawings, erosion control plans, site grading, stormwater drainage improvements, and specifications for decommissioning existing water quality ponds. The project is driven by DEN's annual erosion control Capital Improvement Plan (CIP) to improve stormwater infrastructure in compliance with Denver Revised Municipal Code.

The project encompasses extensive civil engineering work, including earthwork, grading, storm drainage line construction, concrete work, and erosion control measures across approximately 140 acres. The first site will eliminate three existing water quality ponds, while the second site will consolidate and replace two existing ponds. The design set includes detailed technical specifications for pond construction, outlet structures, maintenance roads, forebays, erosion control, and site restoration. The technical documents provide comprehensive guidance for contractors, including installation requirements, materials specifications, erosion control phasing, seeding mixes, and construction sequencing. The project appears to be funded through the airport's capital improvement budget and is part of the airport's ongoing infrastructure enhancement and environmental compliance efforts.

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Other files

File	Type	Posted
IFB 202578378 Final v2.pdf	PDF	Apr 21, 2025
Division 2 - DEN WQ Improvements IFB.pdf	PDF	Apr 21, 2025
Summary of Quantities IFB - Water Quality Infrastructure Improvements.xlsx	XLSX spreadsheet	Apr 21, 2025
Division 1 - DEN WQ Improvements.pdf	PDF	Apr 21, 2025

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Denver International Airport

100% DESIGN PHASE

Issue Date: Jan. 21, 2025

WATER QUALITY INFRASTRUCTURE IMPROVEMENTS

SECOND CREEK REGIONAL POND & WORLDPORT POND

SurvWest, LLC

6501 EAST BELLEVIEW AVE., SUITE 300

ENGLEWOOD, CO 80111

720-259-9316 www.survwest.com

Shrewsberry & Associates, LLC

2696 SOUTH COLORADO BLVD, SUITE 460

DENVER, COLORADO 80222

720-235-0605 www.shrewsusa.com

DESIGN CONTRACT NO.: 202265738

1670 BROADWAY, SUITE 3400

DENVER, CO 80202-4824

(303)-764-1520 www.hdrinc.com

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SCOV-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

20220237-1SCOV-01

FRD

COVER SHEET

C001

Sheet Index Sheet Number Sheet Title

C001 COVER SHEET

C002 DEN GENERAL NOTES

C003-C004

C101-C104 SURVEY CONTROL DIAGRAM

C201 OVERALL POND SITE

C202 SECOND CREEK REGIONAL WQ POND

C203 WORLDPORT WQ POND

C300-C301 DITCH PLAN AND PROFILES

C302-C305 STORM PLAN & PROFILES

C204 GUN CLUB ON RAMP & SITE READINESS POND DECOMMISSION

C205 75th AVE POND DECOMMISSION

C206 WORLDPORT POND DECOMMISSION

C500 SECOND CREEK POND DETAILS

C501 WORLDPORT POND DETAILS

C900 EROSION CONTROL GENERAL NOTES

C901 EROSION CONTROL PHASING NOTES

C902 EROSION CONTROL KEY MAP

C903-C907 INITIAL-INTERIM EROSION CONTROL

C908-C911 FINAL EROSION CONTROL

STANDARD PLANS LIST

C502 STORM DETAILS

C006

SAQ SECOND CREEK & WORLDPORT PLANS

C400 SECOND CREEK REGIONAL WQ FOREBAY DETAILS

C401 WORLDPORT WQ FOREBAY DETAILS

C402 SECOND CREEK REGIONAL WQ MAINTENANCE ROAD

C207-C208 SECOND CREEK POND SECTIONS

C209-C210 WORLDPORT POND SECTIONS

SECOND CREEK REGIONAL OUTLET DETAILS

WORLDPORT OUTLET DETAILS

C503-C504

C505-C506

C600-C601 SECOND CREEK REGIONAL POND FOREBAY DETAILS

C602-C603 WORLDPORT POND FOREBAY DETAILS

C604 SECOND CREEK POND DETAILS

C605-C608 SECOND CREEK OUTLET DETAILS

C609-C610 WORLDPORT OUTLET DETAILS

C005 TABULATIONS

1 63

1/15/25

Lovema Architect

CCD PROJECT MASTER: 2025-PM-0000049

CCD EROSION CONTROL PERMIT: 2025-EC-0000016

1. THE CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES, ONE COPY OF THE APPROVED PLANS, ONE COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND COPIES OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB.

2. PRIOR TO THE START OF CONSTRUCTION, THE DEN PM SHALL HOLD A PRE-CONSTRUCTION MEETING.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL NECESSARY PERMITS ARE IN PLACE PRIOR TO BEGINNING ANY WORK AND OBTAINING A DEWATERING PERMIT IF WATER IS ENCOUNTERED WHILE DOING UNDERGROUND EXCAVATIONS. NO ADDITIONAL TIME WILL BE ALLOTTED TO OBTAIN ANY PERMITS, AND NO ADDITIONAL COMPENSATION SHALL BE PAID FOR ANY FEES AND WORK, BUT SUCH COSTS SHALL BE INCLUDED IN THE WORK. CONTRACTOR SHALL SUBMIT THE SOP PERMIT APPLICATION TO

DENVER ROWS MINIMUM OF 7 DAYS PRIOR TO NEEDING THE PERMIT.

4. THE CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, COORDINATING AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE. ALL WORK, INCLUDING CORRECTION WORK, IS SUBJECT TO

NOTIFICATION AND INSPECTION REQUIREMENTS.

5. PROPOSED FINISHED GROUND ELEVATIONS FOR ITEMS TO BE ADJUSTED, RESET, OR MODIFIED SHALL BE FIELD VERIFIED BY THE

CONTRACTOR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.

7. THE CONTRACTOR SHOULD REMOVE MATERIALS AND EQUIPMENT FROM THE ROADWAY RIGHT-OF-WAY AT THE CLOSE OF DAILY OPERATIONS. THE TRAFFIC CONTROL PLAN (TCP) MUST INCLUDE PROTECTIVE MEASURES WHERE MATERIALS AND EQUIPMENT MAY BE STORED IN THE RIGHT-OF-WAY, AND SHALL ENSURE A MINIMUM OF FIVE FEET OF PEDESTRIAN CLEARANCE ON SIDEWALKS. THE

CONTRACTOR SHALL NOT STOCKPILE MATERIAL IN THE CLEAR ZONE OF THE TRAVELED WAY.

8. ALL EQUIPMENT IS TO REMAIN ON THE ROAD SURFACE, PAVED PARKING AREAS, OR AREAS OF DISTURBANCE AS SHOWN ON THE PLANS. ANY OFF-ROAD STAGING AREAS MUST BE PRE-APPROVED BY THE ENGINEER. IF THE ENGINEER APPROVES A STAGING AREA, IT MUST BE RETURNED TO ITS EXISTING CONDITION OR BETTER AFTER IT IS NO LONGER NEEDED AT NO ADDITIONAL COST TO THE

PROJECT.

9. IF ANY OF THE CONTRACTOR'S OPERATIONS DESTROY OR DAMAGE ANY PROPERTY, PUBLIC OR PRIVATE, THE CONTRACTOR SHALL PROMPTLY REPAIR OR REPLACE SUCH PROPERTY, TO THE SATISFACTION OF THE PROJECT MANAGER, BEFORE THE CITY WILL ACCEPT OR PAY FOR THE WORK PERFORMED UNDER THE CONTRACT. IF THE CONTRACTOR FAILS TO REPAIR OR REPLACE SUCH PROPERTY, THE CITY, AT THE SOLE DISCRETION OF THE EXECUTIVE DIRECTOR OR DESIGNEE, MAY UNDERTAKE SUCH REPAIR OR REPLACEMENT AND DEDUCT THE COST OF THE SAME FROM AMOUNTS PAYABLE TO THE CONTRACTOR UNDER THE CONTRACT.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE DEN PM AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS, IN A PDF OR AN AUTOCAD COMPATIBLE FORMAT, TO THE CITY AS DETERMINED BY THE CITY INSPECTOR.

THE PRODUCTION OF THESE DOCUMENTS WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE WORK.

11. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL STORM DRAIN INLETS, LATERALS, MAINS AND OTHER STORM RUNOFF APPURTENANCES WITHIN THE PROJECT LIMITS SHALL BE CLEARED OF SEDIMENT AND DEBRIS IN ACCORDANCE WITH DENVER WASTEWATER MANAGEMENT DEPARTMENT STANDARDS. AFTER CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ANY SEDIMENT

OR DEBRIS FROM THE STORM SEWER SYSTEM AT NO COST TO THE CITY.

12. PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROADWAY RIGHT-OF-WAY SHALL BE CLEANED UP AND RESTORED TO

THEIR ORIGINAL CONDITION, SUBJECT TO CITY APPROVAL.

13. NO WORK SHALL BE PERMITTED ON WEEKENDS WITHOUT PRIOR AUTHORIZATION OR UNLESS OTHERWISE SPECIFIED. THE CITY MAY RESTRICT WORK IN THE RIGHT-OF-WAY DURING ADVERSE WEATHER CONDITIONS OR DURING PERIODS OF HIGH TRAFFIC VOLUME.

14. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES WITHOUT MATS.

15. WHERE FENCES IN THE RIGHT-OF-WAY MUST BE REMOVED OR CUT TO FACILITATE CONSTRUCTION, APPROVAL MUST FIRST BE GIVEN BY THE CITY. EXISTING RIGHT-OF-WAY/FENCE LINE MUST BE ESTABLISHED BY GOOD SURVEY PRACTICES. FENCES SHALL BE

REPLACED IN KIND ACCORDING TO CITY FENCING STANDARDS.

16. PROTECTION AND REPLACEMENT OF STREET IMPROVEMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THESE

IMPROVEMENTS ARE FULLY COMPLETED AND ACCEPTED BY THE CITY.

17. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED ON THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER IMMEDIATELY.

18. ALL NEW CONSTRUCTION TO BE ADJUSTED IN THE FIELD AS REQUIRED TO ACCOMMODATE EXISTING CONDITIONS, AND TO PROVIDE ADEQUATE DRAINAGE MUST BE APPROVED BY THE PROJECT MANAGER PRIOR TO THE START OF THE WORK.

1. ALL SEWER PIPES SHALL BE INSTALLED WITH CLASS B BEDDING AT A MINIMUM.

2. THE CONTRACTOR PERFORMING WORK ON ANY PUBLIC OR PRIVATE STORM SEWER FACILITY OR APPURTENANCE MUST BE PROPERLY TRADE LICENSED AS A COMPANY AND HAVE A LICENSED PLUMBER OR CERTIFIED JOURNEYMAN DRAINLAYER ON SITE

DURING THE WORK.

3. MATERIALS DELIVERY TO THE SITE: ACCESS MUST BE MAINTAINED FOR ALL SEWER MANHOLES DURING CONSTRUCTION. MINIMUM ACCESS TO EACH MANHOLE IS A 20-FOOT-WIDE LANE FROM THE NEAREST PUBLIC RIGHT-OF-WAY, CENTERED AT THE MANHOLE INCLUDING A TO FOOT RADIUS AROUND THE MANHOLE AND 22.0 FEET OF VERTICAL CLEARANCE.

4. CITY & COUNTY OF DENVER (CCD) STORM AND/OR SANITARY SEWERS HAVE BEEN IDENTIFIED AND LABELED AS SUCH ON THESE

CONSTRUCTION PLANS.

5. ALL CITY & COUNTY OF DENVER (CCD) STORM AND/OR SANITARY SEWERS, INCLUDING MANHOLE ADJUSTMENTS, ARE TO BE INSPECTED BY CCD MAINLINE INSPECTIONS. YOU MUST CALL MAINLINE INSPECTIONS @ (303) 446-3722, A MINIMUM OF 24 HOURS PRIOR TO THE PRECONSTRUCTION MEETING AND PRIOR TO STARTING ANY WORK. SEWER LOCATES CAN BE REQUESTED BY CALLING

(303) 446-3744. ALL CCD STORM AND/OR SANITARY SEWERS MUST BE CONSTRUCTED IN ACCORDANCE WITH CURRENT

CCD-WASTEWATER MANAGEMENT DIVISION (WMD) STANDARD DETAILS AND SPECIFICATIONS.

6. THERE SHALL BE NO STOCKPILING OR SIDE CASTING OF WASTE MATERIAL INCLUDING, BUT NOT LIMITED TO PAINT CHIPS, ASPHALT, OR CONCRETE ADJACENT TO ANY DRAINAGEWAYS (INCLUDING DRY DRAINAGEWAYS). PAINT MATERIAL REMOVED IN THE COURSE OF RESTRIPING SHALL BE PROPERLY CONTAINED AND DISPOSED OF TO PREVENT SUCH MATERIALS FROM ENTERING WATERS OF THE

STATE.

GENERAL NOTES

DRAINAGE

CITY AND COUNTY OF DENVER NOTES

1. ANY DAMAGE TO AN EXISTING STRUCTURE MUST BE REPORTED TO THE DEN PROJECT MANAGER FOR RECORDING.

2. THE CONTRACTOR STAGING AREA MUST BE APPROVED BY THE DEN PROJECT MANAGER PRIOR TO CONSTRUCTION.

3. SPILL KITS ARE REQUIRED FOR FUEL OR LIQUIDS. ANY AMOUNT OF SPILLS SHALL BE REPORTED TO 303-342-4200.

4. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION PROJECT SPECIAL PROVISIONS, DEN DIVISION 1 PROVISIONS AND STANDARD SPECIAL PROVISIONS CONTROL THE CONSTRUCTION OF THIS PROJECT. ORDER OF PRECEDENCE FOR SPECIFICATIONS IS AS FOLLOWS: DEN DIVISION 1 PROVISIONS, PROJECT SPECIAL PROVISIONS, STANDARD SPECIAL PROVISIONS, CDOT STANDARD

SPECIFICATIONS, CITY AND COUNTY OF DENVER TRANSPORTATION STANDARDS AND DETAILS.

5. WHEN THE CONTRACT DOES NOT INCLUDE PAY ITEMS FOR ANY WORK OR SUBMITTALS THAT ARE LISTED IN THESE PLANS, THIS WORK

WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.

6. THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OF ANY PROBLEM IN CONFORMING TO THE APPROVED PLANS FOR ANY

ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.

7. ALL MATERIAL USED ON THIS PROJECT SHALL BE ON THE CDOT APPROVED PRODUCTS LIST OR APPROVED BY THE DEN PROJECT

MANAGER PRIOR TO CONSTRUCTION.

8. NO EXCAVATION WORK SHALL BEGIN UNTIL THE CONTRACTOR HAS OBTAINED, AT THEIR EXPENSE, ANY PERMITS REQUIRED TO PERFORM

THE PROPOSED WORK.

9. THE CONTRACTOR SHALL KEEP THE WORK AREA DRY OF STANDING WATER AND SHALL KEEP THE EXCAVATION AREAS FREE FROM STORM

RUNOFF. CONTRACTOR SHALL ADHERE TO ALL PERMIT REQUIREMENTS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL SURFACE AND SUBSURFACE DRAINAGE AND GROUNDWATER ENTERING THE PROJECT AREA. ANY REWORK OR MATERIALS DUE TO LACK OF THIS MAINTENANCE SHALL BE REPAIRED

AT THE CONTRACTOR'S EXPENSE.

11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO THE NORMAL CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS.

12. ANY DAMAGE TO 75TH AVENUE OR GUN CLUB ROAD SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

13. ANY DAMAGE TO PRESENT FACILITIES AND UTILITIES SHALL BE REPAIRED IMMEDIATELY AND PRIOR TO CONTINUING OTHER WORK.

14. ANY MUD OR OTHER MATERIAL TRACKED OR OTHERWISE DEPOSITED ON THE ROADWAY SHALL BE REMOVED DAILY OR AS ORDERED BY

THE DEN PROJECT MANAGER.

15. THE CONTRACTOR SHALL NOT PARK EQUIPMENT OVERNIGHT OUTSIDE THE WORK ZONE LIMITS WITHOUT APPROVED TRAFFIC CONTROL

DEVICES IN PLACE AND THE APPROVAL OF THE DEN PROJECT MANAGER.

16. CONTAINMENT AND CLEAN UP OF EQUIPMENT FUEL, OIL, AND LUBRICANT LEAKS: CONTRACTOR SHALL INSPECT AND CERTIFY EQUIPMENT AND VEHICLES DAILY TO ENSURE PETROLEUM, OILS AND LUBRICANTS (POL) ARE NOT LEAKING ONTO THE SOIL OR PAVEMENT.

ABSORBENT MATERIAL OR CONTAINERS APPROVED BY THE ENGINEER SHALL BE USED TO PREVENT LEAKING POL FROM REACHING THE SOIL OR PAVEMENT. CONTRACTOR SHALL HAVE READY APPROVED ABSORBENT MATERIAL OR CONTAINERS OF SUFFICIENT CAPACITY TO CONTAIN ANY LEAKING POL THAT CAN REASONABLY BE FORESEEN. ALL MATERIALS RESULTING FROM POL LEAKAGE CONTROL AND CLEANUP SHALL BE THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE SITE. THE COST FOR CONTROL AND CLEANUP OF POL LEAKS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK.

17. CONTRACTOR SHALL NEITHER STAGE NOR PARK EQUIPMENT AT ANY TIME OFF THE ROADWAYS/SHOULDERS OR ON VEGETATED AREA, ON PRAIRIE DOG HOLES, OR WITHIN 100 FEET OF WATERWAYS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR STAGING AREAS.

CONTRACTOR SHALL COMPLETE WORK IN ONE LOCATION BEFORE THEY MOVE TO ANOTHER LOCATION.

18. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE. LIMITS OF DISTURBANCE SHALL BE DETERMINED BY THE ENGINEER AND THE CONTRACTOR. ANY DISTURBANCES BEYOND THESE LIMITS SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. DISTURBANCES WITHIN THE LIMITS SHALL BE RESTORED BY THE CONTRACTOR AND SHALL BE INCLUDED IN THE COST OF THE WORK. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. ANY OFF-ROAD STAGING AREAS MUST BE PRE-APPROVED BY THE

ENGINEER.

19. AT ANY IRRIGATED LANDSCAPES, NO OFF-ROAD PARKING, STAGING, OR WORK SHALL OCCUR UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL REPLACE ANY DAMAGED LANDSCAPE, INCLUDING GRASS, IRRIGATION SYSTEM COMPONENTS, TREES, SHRUBS AND GROUND COVERS TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IMPACTS TO ANY OTHER AREA WILL BE AT CONTRACTOR'S EXPENSE. SOD SHALL MATCH EXISTING. THE CONTRACTOR SHALL COORDINATE WITH DEN PM AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF ANY DISTURBANCE IN THE AREA. NO LANDSCAPE SHALL BE WITHOUT WATER SERVICES DURING THE GROWING SEASON. IF THE IRRIGATION SERVICE IS INTERRUPTED FOR MORE THAN THREE DAYS, THE CONTRACTOR SHALL BE LIABLE TO HAND/TRUCK WATER. IF IRREPARABLE DAMAGE TO LANDSCAPED AREAS OCCURS, CONTRACTOR WILL BE RESPONSIBLE FOR THE PLANT REPLACEMENT IN THE AFFECTED AREA. LANDSCAPE RESTORATION SHALL BE CONSIDERED COMPLETE WHEN THE LANDSCAPE AND IRRIGATION SYSTEM IS RESTORED TO ITS ORIGINAL CONDITION AND APPROVED BY THE MAINTAINING PERSONNEL. ALL REPAIR WORK, TO ANY IRRIGATION COMPONENTS, SHALL BE INSPECTED BY THE DEN PM PRIOR TO BURIAL AND ACCEPTANCE OF SAID WORK.

20. ALL WORK IN THE AIRPORT ROW SHALL MEET CCD TRAFFIC ENGINEERING STANDARDS, LATEST ADDITION.

21. THE USE OF TYPICAL TRAFFIC CONTROL PLANS (TCP) IS LIMITED TO USE ON LOCAL OR RESIDENTIAL STREETS. SITE SPECIFIC METHODS OF HANDLING TRAFFIC (MHT) ARE REQUIRED FOR LANE OR SIDEWALK CLOSURES ON COLLECTOR OR ARTERIAL STREETS.

22. ALL IMPACTED LANDSCAPING TO BE RESTORED BY THE CONTRACTOR.

23. DEN QUALITY INSPECTORS SHALL BE USED TO INSPECT APPLICABLE SANITARY AND STORM INFRASTRUCTURE. PRE-WORK MEETING ARE RECOMMENDED FOR ANY SANITARY AND STORM INFRASTRUCTURE CONSTRUCTION OR MODIFICATION. DEN ADHERES TO CCD WMD STANDARD DETAILS/SPECS TO THE EXTENT APPLICABLE; HOWEVER, THERE ARE REQUIRED MODIFICATIONS TO THOSE STANDARDS ON

AIRPORTS.

24. THE CONTRACTOR SHALL KEEP THE WORK AREA DRY OF STANDING WATER AND SHALL KEEP THE EXCAVATION AREAS FREE FROM STORM

RUN-OFF.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL SURFACE AND SUBSURFACE DRAINAGE AND

GROUNDWATER ENTERING THE PROJECT SITE.

26. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF CONSTRUCTION.

27. ALL CLEAN SOIL EXCAVATED FROM THE SITE MAY BE HAULED TO THE DEN SOUTH SOIL STOCKPILE.

28. AGGREGATE BASE COURSE (CLASS 6) MAY BE SOURCED FROM THE DEN SOUTH RECYCLE YARD AT NO COST TO THE CONTRACTOR.

PAYMENT FOR AGGREGATE BASE COURSE (CLASS 6) SHALL INCLUDE IN TRUCKING COSTS ONLY.

GENERAL NOTES

SAFETY NOTES

1. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE

BEEN TAKEN AND THE PROCEDURE APPROVED BY THE DEN PROJECT MANAGER. IF ALLOWED, HOT WORKS PERMIT IS REQUIRED FROM

THE DENVER FIRE DEPARTMENT.

2. THERE SHALL BE NO PERMANENT WASTE SITES ON AIRPORT PROPERTY. ANY TEMPORARY WASTE AREA WILL BE APPROVED BY THE DEN PROJECT MANAGER AND SHALL BE KEPT IN A NEAT CONDITION. DEN MAY DIRECT THE CONTRACTOR TO REMOVE WASTE IF NOT

PROPERLY MAINTAINED.

3. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY THE DEN PROJECT MANAGER IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF DEN OR SAFETY. THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE IN THE EVENT OF NECESSARY EMERGENCY OPERATIONS. NECESSARY EXTENSIONS IN CONTRACT TIME MAY BE GRANTED OR A STOP WORK ORDER WILL BE ISSUED DUE TO THESE DELAYS, HOWEVER, THERE WILL BE NO ADJUSTMENTS IN CONTRACT PRICE DUE TO THESE

DELAYS.

4. THE EMERGENCY NUMBER TO CALL FOR ANY INCIDENT ON THE PROJECT OR AIRPORT SHALL BE THE DEN EMERGENCY NUMBER, 303-342-4211.

5. EQUIPMENT TALLER THAN 40' SHALL NOT BE USED UNLESS SPECIFICALLY APPROVED BY DEN.

SECURITY NOTES

1. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USE THE STREET

NAME ASSIGNED TO THE ACCESS POINT AT THE CONTRACTOR'S STAGING SITE AS A DELIVERY ADDRESS.

2. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PLANT SITE, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF MARKING AND WARNING DEVICES SHALL BE APPROVED BY THE DEN PROJECT MANAGER.

1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR'S SURVEYOR SHALL PERFORM A SURVEY TO VERIFY ALL SURVEY CONTROL POINTS, CITY OF DENVER RANGE POINTS, SECTION CORNERS, AND BENCHMARKS AS LISTED ON THE SURVEY CONTROL DATA.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LAND SURVEY MONUMENTS REMOVED OR DISTURBED BY PROJECT ACTIVITY OR NEGLIGENCE ON THE PART OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO FOLLOW COLORADO STATE LAW REGARDING SURVEY MONUMENTS. THE CONTRACTOR SHALL RETAIN A COLORADO LICENSED PROFESSIONAL LAND SURVEYOR TO RESET ANY AFFECTED SURVEY MONUMENTS. THIS WILL NOT BE PAID SEPARATELY BUT SHALL BE INCLUDED IN THE WORK UNLESS SPECIFIED OTHERWISE IN SECTION 629. FOR FURTHER INFORMATION CONTACT DEN - SURVEY DEPARTMENT, SUPERVISOR CHRIS BROOKS (303-342-4486).

2. THE USE OF CONTROL MONUMENTS FOR CONSTRUCTION STAKING OTHER THAN THOSE SHOWN ON THE PLANS OR APPROVED BY DEN SURVEY IS PROHIBITED, AND USE OF SUCH MONUMENTS IS AT THE CONTRACTOR'S SOLE RISK.

3. PROPOSED FINISHED GROUND ELEVATIONS FOR ITEMS TO BE ADJUSTED, RESET OR MODIFIED SHALL BE FIELD VERIFIED, RECORDED, AND SUBMITTED TO DEN PM BY THE CONTRACTOR.

SURVEY

1. UTILITY INFORMATION AS SHOWN ON THE PLAN SHEETS IS PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL CALL 811 FOR UTILITY LOCATIONS AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY DIGGING, NOT INCLUDING THE DAY OF ACTUAL

CONTRACT.

2. ALL CONFLICTING UTILITIES SHALL BE EXPOSED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND INSPECTED BY THE ENGINEER TO VERIFY CONFORMANCE WITH THE PLANS. THIS PARTICULARLY APPLIES TO CULVERT CROSSINGS AND OTHER UNDERGROUND WORK TO BE COMPLETED ON THIS PROJECT BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITY RELOCATION BY UTILITY COMPANIES, IF REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE CITY AND COUNTY OF DENVER HARMLESS FOR DAMAGES ARISING FROM THE CONTRACTOR'S

FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES.

3. ALL UTILITY ADJUSTMENTS IDENTIFIED WILL BE PERFORMED BY CONTRACTOR, INCLUDING WATER VALVES, ETC.

UTILITY

1. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT PARTICULATE MATTER FROM BECOMING AIRBORNE AND TO PREVENT THE VISIBLE DISCHARGE OF FUGITIVE PARTICULATE EMISSIONS BEYOND THE PROPERTY LINE FROM WHICH THE EMISSIONS ORIGINATE.

THE MEASURE TAKEN MIST BE EFFECTIVE AT ALL TIMES ON THE SITE, INCLUDING PERIODS OF INACTIVITY SUCH AS EVENINGS, WEEKENDS, AND HOLIDAYS AS WELL AS ANY OTHER PERIOD OF INACTIVITY.

2. DURING ANY SOIL DISTURBING ACTIVITIES, IF UNKNOWN/UNIDENTIFIED UNDERGROUND STORAGE TANKS, DRUMS, ODOROUS SOIL, STAINED SOIL, ASBESTOS-CEMENT PIPE (TRANSIT), BUILDING DEBRIS, OR WASTE MATERIALS ARE ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA OF THE DISCOVERY UNTIL DENVER DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (DDPHE) MAKES A DETERMINATION OF HOW TO PROCEED. CONTRACTOR SHALL IMMEDIATELY NOTIFY DDPHE OF THE DISCOVERY AT (720) 460-8376. CONTACT DEN PM, WHO WILL NOTIFY DEN ENVIRONMENTAL SERVICES. CONTRACTOR SHOULD NOT BE REPORTING DIRECTLY TO ANY EXTERNAL AGENCIES, INCLUDING DDPHE, ON DEN PROJECTS. DEN ENVIRONMENTAL SERVICES HAS PROTOCOLS TO HANDLE

SUCH SITUATIONS AND WILL NOTIFY EXTERNAL AGENCIES AS APPLICABLE.

3. THE CONTRACTOR SHALL DIRECT NOT-RECYCLABLE, NON-HAZARDOUS MANIFESTED SPECIAL WASTES FROM CCD-OWNED OR CONTROLLED PROPERTY OR FACILITIES TO THE DENVER ARAPAHOE DISPOSAL SITE (DADS) LANDFILL FOR DISPOSAL, FOLLOWING THE REQUIREMENTS ND PROCEDURAL GUIDANCE PER CCD EXECUTIVE ORDER 115. LABORATORY ANALYTICAL RESULTS WILL BE REQUIRED PRIOR TO DADS ACCEPTANCE FOR SOIL AND POSSIBLY OTHER MATERIALS; EARLY TESTING IS RECOMMENDED. PLEASE CONTACT DEN

ENVIRONMENTAL.

ENVIRONMENTAL

1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE ORDERED AND WILL NOT BE PAID FOR

SEPARATELY.

2. EXCAVATION REQUIRED FOR THE COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED SUBSIDIARY TO THAT OPERATION

AND WILL NOT BE PAID FOR SEPARATELY.

3. THE INSPECTOR MAY ALLOW HAND OPERATED COMPACTION EQUIPMENT, SUCH AS JUMPING JACK OR HEAVY ROLLER, FOR PROOF ROLLING, OR FOLLOWING CDOT 203.08 CRITERIA IN TIGHT SPACES, DEPENDING ON THE SIDE OF THE CONSTRUCTION AREA.

EARTHWORK

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND PERSONNEL. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY APPROVAL PRIOR TO COMMENCING WORK ON ROADWAY RIGHT-OF-WAY. A COPY OF APPROVED TCPS MUST BE AVAILABLE ON SITE DURING WORK.

TRAFFIC CONTROL IS TO BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SITE SPECIFIC PLANS ARE REQUIRED ON COLLECTOR AND ARTERIAL STREETS, AND MUST SHOW ALL EXISTING FEATURES.

2. ALL PAVEMENT MARKINGS MUST BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

TRAFFIC

1. EXISTING ACCESS POINT TO THE SITE SHALL BE MAINTAINED DURING CONSTRUCTION AND CONSTRUCTION SHOULD NOT IMPACT THE

DAILY OPERATIONS OF ADJACENT SITES.

2. LOCATION OF TEMPORARY FENCING SHALL NOT IMPACT EXISTING SPACE OR OPERATIONS OF ADJACENT RENTAL CAR FACILITIES..

CONSTUCTION PHASING

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SDNT-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

20220237-1SDNT-01

DENVER

GENERAL NOTES

C002 2 63

1/15/25

PROJECT QUANTITIES

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SDNT-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

20220237-1SDNT-01

FRD

SECOND CREEK

SUMMARY OF ALL

QUANTITIES

C003

OFOF3 63

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SDNT-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

20220237-1SDNT-01

FRD

WORLDPORT

SUMMARY OF ALL

QUANTITIES

C004

OFOF4 63

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SDNT-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

20220237-1SDNT-01

FRD

TABULATIONS

C005 5 63

STANDARD PLAN NO.

STANDARDS PLANS LISTSTANDARD

PLANS LIST Standard Sheet No. 1 of 1

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SDNT-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

20220237-1SDNT-01

STANDARDS

PLANS LIST

C006 6 63

PIER

H H

SR SR

H H

HG GD

H H

HG GD

SR SR

H H

SRSR

SR SR

L L

F K F

B K

K K

H K HK

F B K

D G

FFF

R R

K K

R R

H H

K K

H H

R R

H H

K R

K L

L L

B D GGDD GGGHH DDHH DDDHD GG

R R

K K

R R R R

R R R R R R R R R

F F

H H

R R R R R

R R R

H H

R R

H H

K K

H H

R R

R GK

H H

R R

D K

= 92.50'

FFFF F

G G

G D

R R R

R R

K K

R R

27.50'

R R

H H

R R

H H

D G

G D

L L

D K

G D R

FFFFFFF R R

R R

RRR

D G

H H

G D

H H

DIRT PARKING

VOLLYBALLCOURT

PBPB

GAS

APRON

X X X X X X X X X X

XX X X X X X X

X X X

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

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DESIGNER OF RECORD

P240017 - SHREW-DEN

U C

AS INDICATED

October 28th, 2024

JCG

Project Control Diagram

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CREEK

GENERAL NOTES

1. This Project Control Diagram is not a boundary survey of the adjoining property and is prepared for DEN purposes only.

2. This plan set is subject to change and may not be the most current set.

It is the user's responsibility to verify with DEN that this set is the most current. The information contained on the attached drawing is not valid unless this copy bears on original signature of the Professional Land Surveyor hereon named.

3. Refer to the M-629-1 Survey Monuments of the Standard Plans found in The Colorado Department of Transportation, M & S Standards for typical survey monument descriptions.

4. Any person who knowingly removes, alters, or defaces any public land survey monument and/or boundary monument or accessory, commits a class two (2) misdemeanor pursuant to C.R.S. section 18-4-508.

5. Notice: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon.

6. Dates of field Survey: 04/10/2024 Through 10/21/2024

7. This survey does not constitute a title search by survwest or the surveyor of record.

8. The unit used in the preparation of this plan is the U.S. Survey foot as defined by the United States Department of Commerce, National Institute of Standards and Technology.

WORLD PORT AND SECOND CREEK PONDS

PROJECT CONTROL DIAGRAM

PIER

H H

SR SR

H H

G GD

H H

HG GD

H H

SRSR

SR SR

L L L

F K F

K K

.0 0'

H K

H K HK

F B

K K

FFF

R R

K K

R R

K R

H H

K K

H H

K K

R R

R H

H H

K R

H R

K L

L L

B D GGDD GGGHH DDHH DDDHD GG

F F

R R

K K

R R R R R

R R R R R R R R

F F

F H

H D

R R R R

R R R

R R

H H

R R

H H

F F

F K

K K

H H

R R R

R R

G K

D K

H H

R R

B B

D K

K K

= 92.50'

FFFF F

G G

G D

R R R

R R

K K

27.50'

R R

F F

H H

R R

H H

D G

G D

D K

D G

G D R

FFFFFFF

R R

RRRR

D G

H H

DIRT PARKING

VOLLYBALL

COURT

GAS

APRON

X X

XX X X X X X X X X

X X

XX X X X X X X

X X

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PARCELS OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 31,

TOWNSHIP 02 SOUTH, RANGE 65 WEST AND SOUTHEAST QUARTER OF SECTION 36,

TOWNSHIP 02 SOUTH, RANGE 66 WEST OF THE 6th P.M.

CITY AND COUNTY OF DENVER, STATE OF COLORADO

PROJECT LOCATION MAP

NOT TO SCALE

SITE AREAS

COORDINATE SYSTEM

Basis of Bearings: Bearings used in the calculations of coordinates are based on a grid bearing of S88°46'27"E from DEN No. 786, to Control Point No. 5, a set #5 rebar with a 2" aluminum cap. The survey data was obtained from a Global Positioning System (GPS) survey.

Basis of Elevations: Project elevations are based on Control Point DEN No. 786, having an elevation of 5,395.96'. Geoid 12B (Conus) was used to determine elevations based on static GPS observations.

Coordinates shown are based upon the DEN local projection coordinate system.

Project Mapping Projection:

Transverse Mercator Zone: DEN_LOCAL Datum: WGS 1984 Central Point False Northing = 200,000.000 Central Point False Easting = 600,000.000 Latitude of Origin = 39°52'30.00000" N Central Meridian = 104°39'45.00000" W Units: US Survey Feet

SURVEYOR'S STATEMENT

I, **********************, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, ON THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, DO HEREBY STATE THAT AS A RESULT OF A LAND SURVEY MADE UNDER MY RESPONSIBLE CHARGE IN *****************, TO NORMAL STANDARDS OF CARE OF A PROFESSIONAL LAND SURVEYOR PRACTICING IN THE STATE OF COLORADO, THIS TOPOGRAPHIC

SURVEY WAS MADE. THIS TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY

SURVWEST, LLC TO DETERMINE OWNERSHIP OF THIS TRACT, VERIFY THE DESCRIPTION SHOWN, VERIFY THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS OR VERIFY EASEMENTS OF

RECORD.

FOR AND ON BEHALF OF SURVWEST, LLC

H H

SR SR

H H

HG GD

H H

HG GD

SR SR

H H

SRSR

SR SR

L L

F K F

K K

H K

H K HK

F B K

FFF

R R

K K

R R

R R R

H H

K K

H H

K K

R R

H H

K R

K L

L L

B D GGDD GGGHH DDHH DDDHD GG

R R

K K

R R R R

R R R R R R R R

F F

H H

R R R R R

R R R

H H

R R

H H

K K

H H

R R

R GK

H H

R R

D K

= 92.50'

FFFF F

G D

R R

R R R

R R

R R R

R R

K K

R R

R H

27.50'

R R

H H

R R

H H

D G

G D

D K

R R

FFFFFFF R R

RRR

D G

H H

G D

H H

DIRT PARKING

VOLLYBALLCOURT

PB PB

PBPB

GAS

APRON

XX X X X X X X X X X X

X X

XX X X X X X X

X X X

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

P240017 - SHREW-DEN

U C

AS INDICATED

October 28th, 2024

JCG

Project Control Diagram

C102

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KEYMAP

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SECOND

CREEK

WORLD PORT AND SECOND CREEK PONDS

PROJECT CONTROL DIAGRAM

PARCELS OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 31,

TOWNSHIP 02 SOUTH, RANGE 65 WEST AND SOUTHEAST QUARTER OF SECTION 36,

TOWNSHIP 02 SOUTH, RANGE 66 WEST OF THE 6th P.M.

CITY AND COUNTY OF DENVER, STATE OF COLORADO

CP 6

CP 7

CP 8

CP 9

CP 10

DEN 877

Peña Blvd.

Gun Club Rd.

N77°19'31"E

DEN 786

1555.25'

0 50' 100' 150' 200' 1" = 100'

PIER

H H

SR SR

H H

HG GD

H H

HG GD

SR SR

H H

SRSR

SR SR

L L

F K F

K K

H K

H K HK

F B K

FFF

R R

K K

R R

R R R

H H

K K

H H

K K

R R

H H

K R

K L

L L

B D GGDD GGGHH DDHH DDDHD GG

R R

K K

R R R R

R R R R R R R R

F F

H H

R R R R R

R R R

H H

R R

H H

K K

H H

R R

R GK

H H

R R

D K

= 92.50'

FFFF F

G D

R R

R R R

R R

R R R

R R

K K

R R

R H

27.50'

R R

H H

R R

H H

D G

G D

D K

R R

FFFFFFF R R

RRR

D G

H H

G D

H H

DIRT PARKING

VOLLYBALLCOURT

PB PB

PBPB

GAS

APRON

XX X X X X X X X X X X

X X

XX X X X X X X

X X X

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

P240017 - SHREW-DEN

U C

AS INDICATED

October 28th, 2024

JCG

Project Control Diagram

C103

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KEYMAP

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SECOND

CREEK

WORLD PORT AND SECOND CREEK PONDS

PROJECT CONTROL DIAGRAM

PARCELS OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 31,

TOWNSHIP 02 SOUTH, RANGE 65 WEST AND SOUTHEAST QUARTER OF SECTION 36,

CP 1

CP 5

CP 2

CP 4

CP 3

DEN 840

DEN 786 BASIS OF BEARINGS

S88°46'27"E, 2683.09'

S81°33'58"E, 1058.81'

Peña Blvd.

0 50' 100' 150' 200' 1" = 100'

PIER

H H

SR SR

H H

HG GD

H H

HG GD

SR SR

H H

SRSR

SR SR

L L

F K F

K K

H K

H K HK

F B K

FFF

R R

K K

R R

R R R

H H

K K

H H

K K

R R

H H

K R

K L

L L

B D GGDD GGGHH DDHH DDDHD GG

R R

K K

R R R R

R R R R R R R R

F F

H H

R R R R R

R R R

H H

R R

H H

K K

H H

R R

R GK

H H

R R

D K

= 92.50'

FFFF F

G D

R R

R R R

R R

R R R

R R

K K

R R

R H

27.50'

R R

H H

R R

H H

D G

G D

D K

R R

FFFFFFF R R

RRR

D G

H H

G D

H H

DIRT PARKING

VOLLYBALLCOURT

PB PB

PBPB

GAS

APRON

XX X X X X X X X X X X

X X

XX X X X X X X

X X X

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

P240017 - SHREW-DEN

U C

AS INDICATED

October 28th, 2024

JCG

Project Control Diagram

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WORLD PORT AND SECOND CREEK PONDS

PROJECT CONTROL DIAGRAM

PARCELS OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 31,

TOWNSHIP 02 SOUTH, RANGE 65 WEST AND SOUTHEAST QUARTER OF SECTION 36,

X X

XXXXXXXXXX

X X

W W W W W W W W W

W W

E E E E E E

E E E E E E EE E E E E E E E E E E E E

E E

E E E E E E E E E E E E

E E E E E E

E E

E E E E E E E E E E E E E

E E E E E E

E E

E E E E E E E E E E E E E E E E E E E E E E

TRTRTRTRLPLP

E E E E E E E E

E E

E EE

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO

FO FO FO FO FO FO FO FO

E E

E E E E E E E E

IRR

IRR IRR IRR

W W

E E

W W

FOFO FO

EFO

E E E E E E E E

E E

STIV

RIM: 5293.74'

INV* 17'' STP IN (W): 5292.24'

STMH

RIM: 5350.16'

INV* 5' RCP IN (S): 5341.96'

INV* 5' RCP OUT (NW): 5341.76'

RIM: 5311.19'

INV* 36'' RCP OUT (SW): 5304.87'

TYPE: 36'' RCP

TYPE: 36'' RCP OUT TO WEST

5' RCP OUT S.W. @ WING WALL

TYPE: 5' RCP OUT TO NW

TYPE: FES

TYPE: 24" RCP/FES OUT TO W

W W W W W W W W W W WTH

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

SDG

SDG SDG

SAGSAGSAGSAGSAG

STSTSTSTSTST

SDGSDG

SAGSAGSAGSAG

SAG

36" RCP

" R

60" RCP

60" R

36" RCP

W W

G G

E E

SDGSDGSDG

G ST

W W

G G

E E

PIER

H H

SR SR

H H

G GD

H H

G GD

H H

SRSR

SR SR

L L L

F K F

K K

.0 0'

H K

H K HK

B K

D G

R R

K K

R R

K R

H H

K K

H H

K K

R R

R H

H H

R L

K R

H R

K L

B D GGDD GGGHH DDHH DDDHD GG

F F

R R

K K

R R R R

R R R R R R R R

F F

F H

H D

R R R R R

R R R R

R H

H H

R R

H H

F F

F K

K K

H H

R R R

R R

G K

D K

H H

R R

B B

D K

K K

= 92.50'

FFFF F

G G

G D

R R

R B

R R R

R K

K K

R H

27.50'

F F

H H

R R

H H

D G

G D

D G

G D R

F R

R R

RRR

D G

H H

G D

H H

DIRT PARKING

VOLLYBALLCOURT

PB PB

PBPB

GAS

APRON

X X

XX X X X X X X X X X X

X X

XX X X X X X X

X X

X X X

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SDRP-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

E-

R O

G U

N C

R D

MAIN

TERMINAL

PENA BLVD.PENA BLVD.

N G

KEYMAP

N.T.S.

SECOND

CREEK

20220237-1SDRP-01

FRD

SECOND CREEK

OVERALL

POND SITE

C201

SITE

SECOND CREEK

REGIONAL WATER

QUALITY POND

PENA BLVD INBOUND

N . G

U N

B R

FLOODPLAIN

FUTURE 75TH &

GUN CLUB SITE

READINESS

(BY OTHERS)

PR. POND MAINTENANCE PATH

PR. DITCH

EX. 36" WATER CONDUIT

PR. DROP STRUCTURE

PR. INLET

EX. STORM PIPE

TO REMAIN

PR. STORM MH

PR. DITCH

PR. STORM F.E.S.

PR. STORM PIPE

PR. OUTLET

STRUCTURE

PR. STORM F.E.S.

PR. STORM PIPE

PR. STORM MH

EX. STORM F.E.S.

E. 75TH AVE.

PR. STORM PIPE

TO BE REMOVED BY OTHERS

DURING SITE READINESS

LIMITS OF GUN CLUB SITE READINESS

PROJECT (TYP.)

LIMITS OF GUN CLUB SITE READINESS

PROJECT (TYP.)

LIMITS OF GUN CLUB SITE READINESS

PROJECT (TYP.)

FEMA FIRM PANEL NO. 0800460128G

EFF. 11/17/2005

LOMR 15-08-1063P

EFF. 2/29/2016

EX. INLET

PR. STORM MH

NOTES:

FLOOD HAZARD AREA INFORMATION AS

SHOWN ON FEMA FIRM, MAP NO. 0800460128G,

MAP REVISED FEBRUARY 29, 2016

EX. 75TH AVE. ROADSIDE POND

EX. SITE READINESS POND

SEE INSET BELOW FOR GUN CLUB

ON-RAMP POND

N . G

U N

B R

GUN CLUB ON-RAMP POND

EX. GUN CLUB ON RAMP POND

Xref ..\7.1.1 Base\Details\SDRP01-Legend.dwg

TO BE REMOVED BY OTHERS

DURING SITE READINESS

EX. STORM SEWER

INSTALLED DURING SITE

READINESS

TO BE REMOVED BY OTHERS

DURING SITE READINESS

11 63

TYPE: 36'' RCP

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

TH W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

36" RCP

" R

02 53

529152925293

4:1

4:1 4:1

4:1

10:1

8:1

7:1

N: 184069.787 E: 583121.343

EL: 5299.00

N: 184051.021 E: 583370.528

EL: 5300.00

N: 184106.995 E: 583541.332

EL: 5301.33

N: 183946.125 E: 583602.795

EL: 5302.00

N: 183884.887 E: 583540.560

EL: 5302.00

N: 183919.314 E: 583159.752

EL: 5300.00

N: 184097.636 E: 583058.065

EL: 5299.00

N: 184209.088 E: 583128.224

EL: 5300.00

N: 184111.971 E: 583533.833

EL: 5301.33

N: 184059.596 E: 583371.625

EL: 5300.00

N: 184078.665 E: 583520.679

EL: 5301.00

N: 184085.161 E: 583514.557

EL: 5301.00

N: 184058.795 E: 583452.773

EL: 5300.33

N: 184067.714 E: 583451.568

EL: 5300.33

N: 184069.258 E: 583604.309

EL: 5302.00

N: 184164.536 E: 583528.692

EL: 5302.00

N: 184185.232 E: 583239.050

EL: 5299.99

N: 184218.795 E: 583176.522

EL: 5300.00

N: 183882.144 E: 583107.589

EL: 5301.00

N: 184032.888 E: 582990.878

EL: 5299.00

N: 184133.337 E: 583004.947

EL: 5302.00

N: 184225.078 E: 583105.226

EL: 5307.00

N: 184115.486 E: 583031.506

EL: 5307.00

N: 184051.028 E: 583031.340

EL: 5307.00

N: 183919.068 E: 583125.467

EL: 5307.00

N: 183866.173 E: 583208.185

EL: 5307.00

N: 183890.172 E: 583208.278

EL: 5301.00

N: 183861.148 E: 583541.560

EL: 5308.00

N: 183945.731 E: 583634.792

EL: 5310.00

N: 184052.116 E: 583636.131

EL: 5310.00

N: 184179.337 E: 583065.947

EL: 5307.50

N: 184052.337 E: 583023.947

EL: 5307.50

N: 183912.837 E: 583122.447

EL: 5307.50

N: 183872.173 E: 583161.185

EL: 5307.50

N: 183859.173 E: 583259.685

EL: 5307.50 N: 183858.673

E: 583331.685

EL: 5307.50

N: 183858.673 E: 583398.185

EL: 5307.50

N: 183859.173 E: 583458.185

EL: 5307.50

N: 184125.337 E: 583030.447

EL: 5307.50

N: 184240.837 E: 583108.447

EL: 5307.50

N: 184263.500 E: 583130.500

EL: 5307.50

N: 184199.232 E: 583295.550

EL: 5302.99

N: 184196.000 E: 583393.500

EL: 5305.00

N: 184202.232 E: 583490.550

EL: 5306.99

N: 184216.732 E: 583587.550

EL: 5309.00

N: 184126.020 E: 583653.330

EL: 5314.01

N: 184137.000 E: 583588.000

EL: 5302.00

N: 184155.373 E: 583561.992

EL: 5301.98

N: 184150.475 E: 583569.542

EL: 5301.96

R20.0'

R 221.0'

N: 184078.668 E: 583123.310

EL: 5299.00

R68.0'

R15.0'

R10.0'

R2 0.

R5.0'

N: 184072.574 E: 583203.775

EL: 5299.33

N: 184063.599 E: 583203.095

EL: 5299.33

N: 184068.067 E: 583203.439

EL: 5299.00 N: 184055.309

E: 583371.077

EL: 5299.67

N: 184063.253 E: 583452.171

EL: 5300.00

N: 184081.913 E: 583517.618

EL: 5300.67

N: 184109.487 E: 583537.577

EL: 5301.00

N: 184074.227 E: 583122.327

EL: 5298.67

N: 184075.206 E: 583049.197

EL: 5298.77

N: 184088.833 E: 583116.153

EL: 5299.00

N: 184096.976 E: 583111.363

EL: 5299.00

N: 184092.905 E: 583113.758

EL: 5298.67

N: 184148.629 E: 583154.688

EL: 5299.33

N: 184149.661 E: 583145.747

EL: 5299.33

N: 184149.140 E: 583150.205

EL: 5299.00

N: 184179.073 E: 583145.053

EL: 5299.14

0.40% 0.98%

N: 184067.340 E: 583025.731

EL: 5306.16

N: 184067.235 E: 583032.397

EL: 5304.03

N: 184083.700 E: 583032.655

EL: 5303.62

N: 184083.804 E: 583025.990

EL: 5305.42

PIER

H H

SR SR

H H

G GD

H H

G GD

H H

SRSR

SR SR

L L

F K F

K K

.0 0'

H K

H K HK

F B

K K

R R

K K

R R

K R

H H

K K

H H

K K

R R

R H

H H

R L

K R

H R

K L

B D GGDD GGGHH DDHH DDDHD GG

F F

R R

R R R R R

R R R R R R R R

F F

F H

H D

R R R R R

R R R R

R H

H H

R R

H H

F F

F K

K K

H H

R R R

R R

G K

D K

H H

R R

B B

D K

K K

= 92.50'

FFFF F

G G

G D

R R

R B

R R R

R K

K K

R H

27.50'

R R

F F

F K

H H

R R

H H

D G

G D

D K

G D R

F R R

R R R

RRR

D G

H H

G D

H H

DIRT PARKING

VOLLYBALLCOURT

PB PBPBPB

GAS

APRON

X X

XX X X X X X X X X X X

XX X X X X X X

X X X

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DENVER

INTERNATIONAL

AIRPORT

CITY & COUNTY

of DENVER

ISSUE RECORD

NO. BY PURPOSE DATE CKD

SCALE

DATE

DRAWN BY:

CHECKED BY:

FAA AIP NO:

WORK BREAKDOWN NO.

DESIGN CONTRACT NO.

CONST. CONTRACT NO.

VOLUME NO.

SHEET TITLE

SHEET NO.

CADD FILE NO.

LASE

DNA

YT I C

YTOC NU

DESIGNER OF RECORD

20220237-1SDRP-01

U C

AS INDICATED

JAN. 21, 2025

HFST

X-XX-XXXX-XXX-XXXX

202265738

TBD

E-

R O

G U

N C

R D

MAIN

TERMINAL

PENA BLVD.PENA BLVD.

N G

KEYMAP

N.T.S.

SECOND

CREEK

20220237-1SDRP-01

FRD

SECOND CREEK

REGIONAL WQ

POND

C202

SITE

PR.8' WIDE CONC. TRICKLE

CHANNEL

SEE DETAILS

PR. CONCRETE FOREBAY A

SEE DETAILS

PR. CONCRETE FOREBAY B

SEE DETAILS

REMOVE EXST. 36" F.E.S.

PR. 4' DIA. MH CONNECT

TO EXISTING STORM.

PR. OVERFLOW WEIR

SEE DETAILS

PR. 409.2 CY

SOIL RIPRAP D50=9"

PR. 12' WIDE CONCRETE PAVED

MAINTENANCE PATH

SEE DETAILS

PR. F.E.S

100-YR FLOODPLAIN

PR. OUTLET

STRUCTURE/

WATER QUALITY

SEE DETAILS

EX. 36" WATER CONDUIT

PR. BERM

. B

PR. STORM PIPE

PR. STO

PIPE

PR. F.E.S

PR. 12' WIDE CONCRETE PAVED

MAINTENANCE PATH

SEE DETAILS

0.4%

1.12%

PR. 12' WIDE ABC

CLASS 6

MAINTENANCE

PATH

SEE DETAILS

PR. BOULDER

RUNDOWN

SEE DETAILS

CUTOFF WALL FOR

OVERFLOW WEIR

SEE DETAILS

12 63

X X

XXXXXXXXXX

SAMH

RIM: 5367.94'

INV* 1.2' RCP IN (W): 5346.424'

INV* 1.2' RCP OUT (E): 5346.224'

M D

E E E E E E E E E E E E E E E E E E E E E E E

E E

G G

G G G

G G

E E

SAMH

RIM: 5372.52'

INV* 1.2' RCP/PVC IN (W): 5345.42'

INV* 1.2' RCP/PVC IN (SE): 5345.42'

INV* 1.2' RCP/PVC OUT (NE): 5345.29'

STMH

RIM: 5368.28'

INV* 18'' CPP IN (SE): 5359.58'

INV* 18'' CPP IN (SW): 5360.13'

INV* 24'' CPP OUT (E): 5367.51'

INV* 30'' CPP OUT (W): 5356.48'

INV* 24" DI IN (E): 5361.91'

INV* 24" CPP OUT (W): 5357.22'

INV* 24" CPP IN (E): 5356.48'

24" CPP

INV* 18" CPP OUT (NW): 5367.29'

INV* 18" CPP OUT (NE): 5358.81'

SAG

SAG SAG SAG

30" CPP

24" CPP

18" CPP

24" CPP

15" RCP

" C

15" RCP

W W W W W W W W W W W W W

20" STEEL

536453

5370 5370

4:1

12:1

4:1

3:1

4:1

0.1%4:1

4:1

N: 184593.087 E: 589970.737

EL: 5356.98

N: 184608.644 E: 589848.549

EL: 5356.00

N: 184607.286 E: 589859.678

EL:…

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File details come from the government source that posted it. Updated Apr 22, 2025.