Alexander Way Addendum #1.pdf
PDF 16 MB Posted
- Attached to
- ALEXANDRE WAY WATER SYSTEM IMPROVEMENTS
- Solicitation number
- IFB-SN-2024-25
- Issued by
- Teller County, Colorado
About this file
This document is an Addendum #1 for an Invitation for Bid (IFB-SN-2024-25) issued by the City of Steamboat Springs, Colorado, for the Alexandre Way Water System Improvements project. The addendum, dated 8/9/2024, provides clarifications and responses to contractor questions from a mandatory pre-bid meeting held on 7/31/2024. The project involves replacing approximately 1,800 linear feet of 6-inch and 8-inch existing ductile iron water main with 8-inch PVC water main around Alexandre Way, Trouvaille Court, and a section of Huckleberry Lane. The bid opening date has been revised to 3:00 P.M. on Wednesday, August 14th, with the project requiring substantial completion within 60 calendar days and final completion within 75 calendar days, no later than October 16, 2024.
The project is funded by the City of Steamboat Springs and includes several critical components beyond the water main replacement, such as water service line connections, fire hydrant replacements, and internal home plumbing modifications. The total project budget is fixed, and the City reserves the right to adjust quantities or delete specific bid items to align with available funding. An allowance is included in the bid for potential code compliance modifications to internal plumbing and electrical systems. The project will involve disconnecting from the existing Fish Creek Falls tank pressure zone and connecting to the Skyline tank pressure zone, which will increase water pressure by approximately 85 PSI. Contractors will need to coordinate closely with the City, perform necessary utility relocations, and comply with local standards and specifications, including erosion control, traffic management, and residential access requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| BidSchedule.xlsx | XLSX spreadsheet | |
| Alexander Way Addendum 2.pdf | ||
| Addenda 2 Revised Bid Schedule.xlsx | XLSX spreadsheet | |
| Addendum 1 Revised Bid Schedule.xlsx | XLSX spreadsheet | |
| Final Bid Set.pdf |
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Addendum #1
IFB-SN-2024-25 Construction Alexandre Way Watermain
Date- 8/9/2024.
To all plan holders.
Please see our replies to questions asked during the open question period. Please also see the sign-in sheet from the mandatory pre-bid on July 31 and the Agenda.
Q&A Section
Q1-Would The City consider phasing the project to limit work in 2024 outside of asphalt, with completion of services and mainline within asphalt to Spring of 2025?
A1: Routt County Road and Bridge will be performing an overlay in 2025. The bid should only include a patch back for all laterals (service as well as hydrants) and mainline. No mill and overlay will be a part of this bid. Huckleberry Lane as well as Alexandre Way and Trouvaille
Court are included in the future Routt County Road and Bridge overlay project.
Q2- The underdrain of the Air Release Assembly is labeled “to Daylight”. Please clarify where the underdrain will daylight or if draining to rock bedding is an acceptable alternative.
A2: The underdrain will drain to elevation 7,200’ in the drainage swale as shown on sheet 13
(WPP03). The drain line is approximately 170’ of 4” pipe and the cost of the pipe shall be included in the payment for the air release assembly.
Q3- Will The City include a line item for 6" PVC in the bid tab?
A3 – Yes, it has been added to the updated Bid Schedule.
Q4 - Will the electrical modifications to "Make Safe" require a permit? Also, will any out of code/compliancy need to be rectified to code if so?
A4: Yes, permits will be required for any plumbing or electrical work associated with these improvements. The City will pay for all permits through the County. The Contractors licensed plumber and licensed electrician will need to apply for permits; however, the City will assume costs for the permits. The Routt County Building Department will collaborate with the plumbers/electricians to combine multiple permits for the project.
Following completion of construction, all work shall comply with City codes, but the basis of bid shall assume that all existing plumbing and electrical work is in compliance with current code.
Any additional work required to bring facilities into code compliance will be paid out of the allowance.
Q5- Would Type L service line be acceptable for internal above-ground plumbing? What is the current pressure before the booster tanks?
A5: Yes, Type L is acceptable for internal, above-ground plumbing. The current pressure in the mainline is 20-40 psi depending on the location around Alexandre Way.
Q6- During the pre-bid meeting and on plan sheet "Key" the Fox Grove Watermain is referenced, though they seem to be omitted from the bidding documents. Will the City supply the plans as prepared by CDC? Also, due to the extent of information anticipated to be released in the addendum on August 9th, would the City extend the bid date to allot for proper time to distribute to vendors and receive pricing for incorporation in the bid? This is not only due to the omission of the Fox Grove Connection, but also the anticipated photos clarifying the plumbing scope. Currently, we will have less than a business day to prepare for the bid opening.
A6: Yes, this Addenda includes the CDC plans and pictures of existing plumbing inside homes. In addition, the Addenda includes Sunrise Engineering’s “Engagement Register” that includes miscellaneous information associated with the City’s Public Outreach program including homeowners contact information, details associated with internal plumbing and homeowner availability. Since the plans were unfortunately not included in the original bid, the City has revised the bid opening to 3:00 P.M. on Wednesday August 14th.
Q7- 1. City specs call for Ford Model S90 or S91 brass service saddles for use on C900 PVC pipe.
Will Mueller H-13000 saddles be an acceptable equivalent? 2. On the detail for the Air Release
Assembly, Sheet DT3, the type of pipe used for the outlet of the air valve is not specified. Will
SCH40 PVC or galvanized steel pipe be accepted by the town for the vent pipe? 3. On the detail for the Air Release Assembly, Sheet DT3, it appears that there is a call out for a combination air
& vacuum valve AND an air release valve to go inline together on the same tap. Is this correct?
A7-1: The basis of the bid shall be the approved products from The City of Steamboat Springs
Standard Specifications for Water and Wastewater Utilities Dated January 1, 2024.
A7-2: The extension pipe shall be the same 2” rigid copper as shown in the detail.
A7-3: The standard specification requires a combination air and vac release valve. There is only one valve required.
Clarifications
1 – The plan sets have been revised to include the location of water services in the profile and the drain line on the Air Release Valve. In addition, the Fox Grove Watermain Connection
Construction Drawings as prepared by CDC in January of 2023 have also been included with the plan sets – Bidders shall use attached plan sets titled “Bid Set dated 8/7/2024” in preparation of their bids.
2- The Special Revisions have been modified to clarify the intended use of the project allowance. In addition, the Fox Grove Watermain Connection Construction Specifications as prepared by CDC have been also attached as an addition to the City’s Special Provisions for the
Fox Grove connection – Bidders shall use the attached Special Revisions in preparation of their bids.
3 – Pictures of internal plumbing have been included to support Bidders in the preparation of their bids.
4 – The Bid Schedule has been revised to reflect the changes noted within this Addendum.
Bidders shall use the Bid Schedule dated 8/9/2024 in the preparation of their bids.
www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 907.875.6719
ENGINEERING
ALEXANDRE WAY WATER SYSTEM
IMPROVEMENTS
CITY OF STEAMBOAT SPRINGS
124 10TH STREET PO BOX 775088
STEAMBOAT SPRINGS, COLORADO 80477
CITY OF STEAMBOAT SPRINGS
SHEET 1 OF 27
OWNER
ENGINEER
SUNRISE ENGINEERING, INC.
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
STEAMBOAT SPRINGS, COLORADO 80487
TEL 970.875.6719
JULY, 2024
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
SHEET INDEX
SHEET TITLE SHEET NO. DWG NO.
NORTH NORTH AREA MAP VICINITY MAP
STATE OF COLORADO
CITY OF STEAMBOAT SPRINGS
PROJECT
LOCATION
www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
MAP
H W
Y
FISH CREEK FALLS RD
BLUE SAGE DR
GENERAL NOTES
GN
www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
UTILITY NOTES
EROSION & SEDIMENT CONTROL
SURVEY NOTES
PAVING NOTES
PROJECT NOTES
TEQ
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
Item No. Spec. Sec. Description Est. Qty Unit General Conditions
BID SCHEDULE 1 - FOX GROVE CONNECTION
BID SCHEDULE 2 - WATER SYSTEM IMPROVEMENTS
BID SCHEDULE 3 - ROADWAY
BID SCHEDULE 4 - RESIDENTIAL PLUMBING MODIFICATIONS
TOTAL ESTIMATED QUANTITIES
LEGEND
EXISTING PROPOSED OTHER
B
DT2
ABBREVIATIONS
LGND
www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
KEY
ORTHN
7186 7188
7192 7194
EXISTING CONDITIONS SITE MAP
ALEXANDRE WAY
Section 15, Township 6 North, Range 84 West of the 6th Principal Meridian City of Steamboat Springs, County of Routt, State of Colorado
MARCIN ENGINEERING LLC
P.O. BOX 1062
AVON, CO 81620
(970) 748-0274
(970) 748-9021 FAX
GRAPHIC SCALE
(IN FEET)
1 inch = 20 ft.
EXISTING CONDITIONS SITE MAP
ALEXANDRE WAY
City of Steamboat Springs
County of Routt, State of Colorado
BUILDING FACE
BU
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D
IN
G F
AC
E
BU
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IN
G
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E
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BUILDING
FACE
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LOT 2A
SHEET KEY | SCALE: 1" = 200'
GAS LINE
TELEVISION LINE
TELEPHONE LINE
WATER LINE
ELECTRIC LINE
EDGE OF ASPHALT
FLOW LINE
FENCE LINE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
WATER VALVE
FIRE HYDRANT
CURB STOP
TELEPHONE PEDESTAL
TELEVISION PEDESTAL
ELECTRIC TRANSFORMER
ELECTRIC PEDESTAL
DECIDUOUS TREE
CONIFEROUS TREE
FOUND 11
2" DIAMETER
ALUMINUM CAP ON
NUMBER 5 REBAR LS 32804
LOT 12
320 HUCKLEBERRY LANE
LOT 13
1840 ALEXANDRE WAY
LOT 14
1835 ALEXANDRE WAY
LOT 15
1830 ALEXANDRE WAY
LOT 16
1825 ALEXANDRE WAY
LOT 17
290 HUCKLEBERRY LANE LOT 8
1765 ALEXANDRE WAY
LOT 9
1771 ALEXANDRE WAY LOT 10
1775 ALEXANDRE WAY
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BASIS OF BEARINGS
AutoCAD SHX Text NOTICE: According to Colorado law you MUST commence any legal action based upon any defect in this survey within three years after you first discovered 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 certification shown hereon.
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AutoCAD SHX Text REFERENCE PLATS 1. Re-Plat of Fish Creek Hills, Filing No. 1, as recorded as Reception Number Re-Plat of Fish Creek Hills, Filing No. 1, as recorded as Reception Number of Fish Creek Hills, Filing No. 1, as recorded as Reception Number of Fish Creek Hills, Filing No. 1, as recorded as Reception Number Fish Creek Hills, Filing No. 1, as recorded as Reception Number Fish Creek Hills, Filing No. 1, as recorded as Reception Number Creek Hills, Filing No. 1, as recorded as Reception Number Creek Hills, Filing No. 1, as recorded as Reception Number Hills, Filing No. 1, as recorded as Reception Number Hills, Filing No. 1, as recorded as Reception Number Filing No. 1, as recorded as Reception Number Filing No. 1, as recorded as Reception Number No. 1, as recorded as Reception Number No. 1, as recorded as Reception Number 1, as recorded as Reception Number 1, as recorded as Reception Number as recorded as Reception Number as recorded as Reception Number recorded as Reception Number recorded as Reception Number as Reception Number as Reception Number Reception Number Reception Number Number Number 270032 on September 16, 1977 at the Office of the Clerk and Recorder, on September 16, 1977 at the Office of the Clerk and Recorder, on September 16, 1977 at the Office of the Clerk and Recorder, September 16, 1977 at the Office of the Clerk and Recorder, September 16, 1977 at the Office of the Clerk and Recorder, 16, 1977 at the Office of the Clerk and Recorder, 16, 1977 at the Office of the Clerk and Recorder, 1977 at the Office of the Clerk and Recorder, 1977 at the Office of the Clerk and Recorder, at the Office of the Clerk and Recorder, at the Office of the Clerk and Recorder, the Office of the Clerk and Recorder, the Office of the Clerk and Recorder, Office of the Clerk and Recorder, Office of the Clerk and Recorder, of the Clerk and Recorder, of the Clerk and Recorder, the Clerk and Recorder, the Clerk and Recorder, Clerk and Recorder, Clerk and Recorder, and Recorder, and Recorder, Recorder, Recorder, County of Routt, State of Colorado. 2. Trouvaille Subdivision Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing Trouvaille Subdivision Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing Subdivision Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing Subdivision Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing No 3, A Replat of Lots 2 and 3, Trouvaille Filing 3, A Replat of Lots 2 and 3, Trouvaille Filing 3, A Replat of Lots 2 and 3, Trouvaille Filing A Replat of Lots 2 and 3, Trouvaille Filing A Replat of Lots 2 and 3, Trouvaille Filing Replat of Lots 2 and 3, Trouvaille Filing Replat of Lots 2 and 3, Trouvaille Filing of Lots 2 and 3, Trouvaille Filing of Lots 2 and 3, Trouvaille Filing Lots 2 and 3, Trouvaille Filing Lots 2 and 3, Trouvaille Filing 2 and 3, Trouvaille Filing 2 and 3, Trouvaille Filing and 3, Trouvaille Filing and 3, Trouvaille Filing 3, Trouvaille Filing 3, Trouvaille Filing Trouvaille Filing Trouvaille Filing Filing Filing No. 1, as recorded as Reception Number 694737 on December 29, 2009 at 1, as recorded as Reception Number 694737 on December 29, 2009 at 1, as recorded as Reception Number 694737 on December 29, 2009 at as recorded as Reception Number 694737 on December 29, 2009 at as recorded as Reception Number 694737 on December 29, 2009 at recorded as Reception Number 694737 on December 29, 2009 at recorded as Reception Number 694737 on December 29, 2009 at as Reception Number 694737 on December 29, 2009 at as Reception Number 694737 on December 29, 2009 at Reception Number 694737 on December 29, 2009 at Reception Number 694737 on December 29, 2009 at Number 694737 on December 29, 2009 at Number 694737 on December 29, 2009 at 694737 on December 29, 2009 at 694737 on December 29, 2009 at on December 29, 2009 at on December 29, 2009 at December 29, 2009 at December 29, 2009 at 29, 2009 at 29, 2009 at 2009 at 2009 at at at the Office of the Clerk and Recorder, County of Routt, State of Colorado. 3. Trouvaille Filing No. 1, as recorded as Reception Number 278806 on October Trouvaille Filing No. 1, as recorded as Reception Number 278806 on October Filing No. 1, as recorded as Reception Number 278806 on October Filing No. 1, as recorded as Reception Number 278806 on October No. 1, as recorded as Reception Number 278806 on October No. 1, as recorded as Reception Number 278806 on October 1, as recorded as Reception Number 278806 on October 1, as recorded as Reception Number 278806 on October as recorded as Reception Number 278806 on October as recorded as Reception Number 278806 on October recorded as Reception Number 278806 on October recorded as Reception Number 278806 on October as Reception Number 278806 on October as Reception Number 278806 on October Reception Number 278806 on October Reception Number 278806 on October Number 278806 on October Number 278806 on October 278806 on October 278806 on October on October on October October October 3, 1978 at the Office of the Clerk and Recorder, County of Routt, State of 1978 at the Office of the Clerk and Recorder, County of Routt, State of 1978 at the Office of the Clerk and Recorder, County of Routt, State of at the Office of the Clerk and Recorder, County of Routt, State of at the Office of the Clerk and Recorder, County of Routt, State of the Office of the Clerk and Recorder, County of Routt, State of the Office of the Clerk and Recorder, County of Routt, State of Office of the Clerk and Recorder, County of Routt, State of Office of the Clerk and Recorder, County of Routt, State of of the Clerk and Recorder, County of Routt, State of of the Clerk and Recorder, County of Routt, State of the Clerk and Recorder, County of Routt, State of the Clerk and Recorder, County of Routt, State of Clerk and Recorder, County of Routt, State of Clerk and Recorder, County of Routt, State of and Recorder, County of Routt, State of and Recorder, County of Routt, State of Recorder, County of Routt, State of Recorder, County of Routt, State of County of Routt, State of County of Routt, State of of Routt, State of of Routt, State of Routt, State of Routt, State of State of State of of of Colorado. 4. Trouvaille Filing No. 2, as recorded as Reception Number 281005 on Trouvaille Filing No. 2, as recorded as Reception Number 281005 on Filing No. 2, as recorded as Reception Number 281005 on Filing No. 2, as recorded as Reception Number 281005 on No. 2, as recorded as Reception Number 281005 on No. 2, as recorded as Reception Number 281005 on 2, as recorded as Reception Number 281005 on 2, as recorded as Reception Number 281005 on as recorded as Reception Number 281005 on as recorded as Reception Number 281005 on recorded as Reception Number 281005 on recorded as Reception Number 281005 on as Reception Number 281005 on as Reception Number 281005 on Reception Number 281005 on Reception Number 281005 on Number 281005 on Number 281005 on 281005 on 281005 on on on December 18, 1978 at the Office of the Clerk and Recorder, County of Routt, 18, 1978 at the Office of the Clerk and Recorder, County of Routt, 18, 1978 at the Office of the Clerk and Recorder, County of Routt, 1978 at the Office of the Clerk and Recorder, County of Routt, 1978 at the Office of the Clerk and Recorder, County of Routt, at the Office of the Clerk and Recorder, County of Routt, at the Office of the Clerk and Recorder, County of Routt, the Office of the Clerk and Recorder, County of Routt, the Office of the Clerk and Recorder, County of Routt, Office of the Clerk and Recorder, County of Routt, Office of the Clerk and Recorder, County of Routt, of the Clerk and Recorder, County of Routt, of the Clerk and Recorder, County of Routt, the Clerk and Recorder, County of Routt, the Clerk and Recorder, County of Routt, Clerk and Recorder, County of Routt, Clerk and Recorder, County of Routt, and Recorder, County of Routt, and Recorder, County of Routt, Recorder, County of Routt, Recorder, County of Routt, County of Routt, County of Routt, of Routt, of Routt, Routt, Routt, State of Colorado. NOTES 1. Survey Date: November 17, 2023. Survey Date: November 17, 2023. 2. All lineal distances are in units of U.S. survey feet. All lineal distances are in units of U.S. survey feet. 3. Contour interval: 2-foot. Contour interval: 2-foot. 4. Bearings are based upon the southwest corner of Lot 16 according to Bearings are based upon the southwest corner of Lot 16 according to are based upon the southwest corner of Lot 16 according to are based upon the southwest corner of Lot 16 according to based upon the southwest corner of Lot 16 according to based upon the southwest corner of Lot 16 according to upon the southwest corner of Lot 16 according to upon the southwest corner of Lot 16 according to the southwest corner of Lot 16 according to the southwest corner of Lot 16 according to southwest corner of Lot 16 according to southwest corner of Lot 16 according to corner of Lot 16 according to corner of Lot 16 according to of Lot 16 according to of Lot 16 according to Lot 16 according to Lot 16 according to 16 according to 16 according to according to according to to to reference plat 1 and the the depicted corner of Lot 2A according to plat 1 and the the depicted corner of Lot 2A according to plat 1 and the the depicted corner of Lot 2A according to 1 and the the depicted corner of Lot 2A according to 1 and the the depicted corner of Lot 2A according to and the the depicted corner of Lot 2A according to and the the depicted corner of Lot 2A according to the the depicted corner of Lot 2A according to the the depicted corner of Lot 2A according to the depicted corner of Lot 2A according to the depicted corner of Lot 2A according to depicted corner of Lot 2A according to depicted corner of Lot 2A according to corner of Lot 2A according to corner of Lot 2A according to of Lot 2A according to of Lot 2A according to Lot 2A according to Lot 2A according to 2A according to 2A according to according to according to to to reference plat 2, both corners monumented by found 1 " diameter aluminum plat 2, both corners monumented by found 1 " diameter aluminum plat 2, both corners monumented by found 1 " diameter aluminum 2, both corners monumented by found 1 " diameter aluminum 2, both corners monumented by found 1 " diameter aluminum both corners monumented by found 1 " diameter aluminum both corners monumented by found 1 " diameter aluminum corners monumented by found 1 " diameter aluminum corners monumented by found 1 " diameter aluminum monumented by found 1 " diameter aluminum monumented by found 1 " diameter aluminum by found 1 " diameter aluminum by found 1 " diameter aluminum found 1 " diameter aluminum found 1 " diameter aluminum 1 " diameter aluminum 1 " diameter aluminum 12" diameter aluminum diameter aluminum diameter aluminum aluminum aluminum caps LS 32804, the bearing being S 45 41'10" E a record distance of 283.09 LS 32804, the bearing being S 45 41'10" E a record distance of 283.09 LS 32804, the bearing being S 45 41'10" E a record distance of 283.09 32804, the bearing being S 45 41'10" E a record distance of 283.09 32804, the bearing being S 45 41'10" E a record distance of 283.09 the bearing being S 45 41'10" E a record distance of 283.09 the bearing being S 45 41'10" E a record distance of 283.09 bearing being S 45 41'10" E a record distance of 283.09 bearing being S 45 41'10" E a record distance of 283.09 being S 45 41'10" E a record distance of 283.09 being S 45 41'10" E a record distance of 283.09 S 45 41'10" E a record distance of 283.09 S 45 41'10" E a record distance of 283.09 45 41'10" E a record distance of 283.09 45°41'10" E a record distance of 283.09 E a record distance of 283.09 a record distance of 283.09 a record distance of 283.09 record distance of 283.09 record distance of 283.09 distance of 283.09 distance of 283.09 of 283.09 of 283.09 283.09 283.09 feet (282.74 feet measured distance), with all bearings hereon relative (282.74 feet measured distance), with all bearings hereon relative (282.74 feet measured distance), with all bearings hereon relative feet measured distance), with all bearings hereon relative feet measured distance), with all bearings hereon relative measured distance), with all bearings hereon relative measured distance), with all bearings hereon relative distance), with all bearings hereon relative distance), with all bearings hereon relative with all bearings hereon relative with all bearings hereon relative all bearings hereon relative all bearings hereon relative bearings hereon relative bearings hereon relative hereon relative hereon relative relative relative thereto. 5. Elevations are based upon NGS Monument "DEAKINS" (PID:AC7735) with a Elevations are based upon NGS Monument "DEAKINS" (PID:AC7735) with a are based upon NGS Monument "DEAKINS" (PID:AC7735) with a are based upon NGS Monument "DEAKINS" (PID:AC7735) with a based upon NGS Monument "DEAKINS" (PID:AC7735) with a based upon NGS Monument "DEAKINS" (PID:AC7735) with a upon NGS Monument "DEAKINS" (PID:AC7735) with a upon NGS Monument "DEAKINS" (PID:AC7735) with a NGS Monument "DEAKINS" (PID:AC7735) with a NGS Monument "DEAKINS" (PID:AC7735) with a Monument "DEAKINS" (PID:AC7735) with a Monument "DEAKINS" (PID:AC7735) with a "DEAKINS" (PID:AC7735) with a "DEAKINS" (PID:AC7735) with a (PID:AC7735) with a (PID:AC7735) with a with a with a a a record elevation of 6,784.00 feet relative to the NAVD88 vertical datum, with elevation of 6,784.00 feet relative to the NAVD88 vertical datum, with elevation of 6,784.00 feet relative to the NAVD88 vertical datum, with of 6,784.00 feet relative to the NAVD88 vertical datum, with of 6,784.00 feet relative to the NAVD88 vertical datum, with 6,784.00 feet relative to the NAVD88 vertical datum, with 6,784.00 feet relative to the NAVD88 vertical datum, with feet relative to the NAVD88 vertical datum, with feet relative to the NAVD88 vertical datum, with relative to the NAVD88 vertical datum, with relative to the NAVD88 vertical datum, with to the NAVD88 vertical datum, with to the NAVD88 vertical datum, with the NAVD88 vertical datum, with the NAVD88 vertical datum, with NAVD88 vertical datum, with NAVD88 vertical datum, with vertical datum, with vertical datum, with datum, with datum, with with with all elevations hereon relative thereto. 6. Drawing is in Colorado State Plane- Northern coordinates based upon the Drawing is in Colorado State Plane- Northern coordinates based upon the is in Colorado State Plane- Northern coordinates based upon the is in Colorado State Plane- Northern coordinates based upon the in Colorado State Plane- Northern coordinates based upon the in Colorado State Plane- Northern coordinates based upon the Colorado State Plane- Northern coordinates based upon the Colorado State Plane- Northern coordinates based upon the State Plane- Northern coordinates based upon the State Plane- Northern coordinates based upon the Plane- Northern coordinates based upon the Plane- Northern coordinates based upon the Northern coordinates based upon the Northern coordinates based upon the coordinates based upon the coordinates based upon the based upon the based upon the upon the upon the the the NAD83 horizontal position. 7. This Survey does not constitute a boundary survey nor any investigation into This Survey does not constitute a boundary survey nor any investigation into Survey does not constitute a boundary survey nor any investigation into Survey does not constitute a boundary survey nor any investigation into does not constitute a boundary survey nor any investigation into does not constitute a boundary survey nor any investigation into not constitute a boundary survey nor any investigation into not constitute a boundary survey nor any investigation into constitute a boundary survey nor any investigation into constitute a boundary survey nor any investigation into a boundary survey nor any investigation into a boundary survey nor any investigation into boundary survey nor any investigation into boundary survey nor any investigation into survey nor any investigation into survey nor any investigation into nor any investigation into nor any investigation into any investigation into any investigation into investigation into investigation into into into record easements or encumbrances associated with this property. No Title easements or encumbrances associated with this property. No Title easements or encumbrances associated with this property. No Title or encumbrances associated with this property. No Title or encumbrances associated with this property. No Title encumbrances associated with this property. No Title encumbrances associated with this property. No Title associated with this property. No Title associated with this property. No Title with this property. No Title with this property. No Title this property. No Title this property. No Title property. No Title property. No Title No Title No Title No Title Title Title Commitment was supplied to the Surveyor. 8. Utilities are shown approximately and should be field verified prior to Utilities are shown approximately and should be field verified prior to are shown approximately and should be field verified prior to are shown approximately and should be field verified prior to shown approximately and should be field verified prior to shown approximately and should be field verified prior to approximately and should be field verified prior to approximately and should be field verified prior to and should be field verified prior to and should be field verified prior to should be field verified prior to should be field verified prior to be field verified prior to be field verified prior to field verified prior to field verified prior to verified prior to verified prior to prior to prior to to to excavation. 9. Marcin Engineering LLC does not warrant or certify to the integrity of any Marcin Engineering LLC does not warrant or certify to the integrity of any Engineering LLC does not warrant or certify to the integrity of any Engineering LLC does not warrant or certify to the integrity of any LLC does not warrant or certify to the integrity of any LLC does not warrant or certify to the integrity of any does not warrant or certify to the integrity of any does not warrant or certify to the integrity of any not warrant or certify to the integrity of any not warrant or certify to the integrity of any warrant or certify to the integrity of any warrant or certify to the integrity of any or certify to the integrity of any or certify to the integrity of any certify to the integrity of any certify to the integrity of any to the integrity of any to the integrity of any the integrity of any the integrity of any integrity of any integrity of any of any of any any any Digital Data supplied in conjunction with this map and survey. 10. STREET ADDRESS: Various. STREET ADDRESS: Various. 11. This is not a monumented survey, Land Survey Plat, or Improvement Survey This is not a monumented survey, Land Survey Plat, or Improvement Survey is not a monumented survey, Land Survey Plat, or Improvement Survey is not a monumented survey, Land Survey Plat, or Improvement Survey not a monumented survey, Land Survey Plat, or Improvement Survey not a monumented survey, Land Survey Plat, or Improvement Survey a monumented survey, Land Survey Plat, or Improvement Survey a monumented survey, Land Survey Plat, or Improvement Survey monumented survey, Land Survey Plat, or Improvement Survey monumented survey, Land Survey Plat, or Improvement Survey survey, Land Survey Plat, or Improvement Survey survey, Land Survey Plat, or Improvement Survey Land Survey Plat, or Improvement Survey Land Survey Plat, or Improvement Survey Survey Plat, or Improvement Survey Survey Plat, or Improvement Survey Plat, or Improvement Survey Plat, or Improvement Survey or Improvement Survey or Improvement Survey Improvement Survey Improvement Survey Survey Survey plat. No boundary resolution was performed in making this survey. All lot No boundary resolution was performed in making this survey. All lot No boundary resolution was performed in making this survey. All lot No boundary resolution was performed in making this survey. All lot boundary resolution was performed in making this survey. All lot boundary resolution was performed in making this survey. All lot resolution was performed in making this survey. All lot resolution was performed in making this survey. All lot was performed in making this survey. All lot was performed in making this survey. All lot performed in making this survey. All lot performed in making this survey. All lot in making this survey. All lot in making this survey. All lot making this survey. All lot making this survey. All lot this survey. All lot this survey. All lot survey. All lot survey. All lot All lot All lot All lot lot lot lines, setback lines, and easement lines shown hereon should be considered setback lines, and easement lines shown hereon should be considered setback lines, and easement lines shown hereon should be considered lines, and easement lines shown hereon should be considered lines, and easement lines shown hereon should be considered and easement lines shown hereon should be considered and easement lines shown hereon should be considered easement lines shown hereon should be considered easement lines shown hereon should be considered lines shown hereon should be considered lines shown hereon should be considered shown hereon should be considered shown hereon should be considered hereon should be considered hereon should be considered should be considered should be considered be considered be considered considered considered approximate and should not be relied upon for the placement of any future and should not be relied upon for the placement of any future and should not be relied upon for the placement of any future should not be relied upon for the placement of any future should not be relied upon for the placement of any future not be relied upon for the placement of any future not be relied upon for the placement of any future be relied upon for the placement of any future be relied upon for the placement of any future relied upon for the placement of any future relied upon for the placement of any future upon for the placement of any future upon for the placement of any future for the placement of any future for the placement of any future the placement of any future the placement of any future placement of any future placement of any future of any future of any future any future any future future future improvements. SURVEYOR'S CERTIFICATE I, John R. Curran, a Professional Land Surveyor in the State of Colorado, hereby John R. Curran, a Professional Land Surveyor in the State of Colorado, hereby John R. Curran, a Professional Land Surveyor in the State of Colorado, hereby R. Curran, a Professional Land Surveyor in the State of Colorado, hereby R. Curran, a Professional Land Surveyor in the State of Colorado, hereby Curran, a Professional Land Surveyor in the State of Colorado, hereby Curran, a Professional Land Surveyor in the State of Colorado, hereby a Professional Land Surveyor in the State of Colorado, hereby a Professional Land Surveyor in the State of Colorado, hereby Professional Land Surveyor in the State of Colorado, hereby Professional Land Surveyor in the State of Colorado, hereby Land Surveyor in the State of Colorado, hereby Land Surveyor in the State of Colorado, hereby Surveyor in the State of Colorado, hereby Surveyor in the State of Colorado, hereby in the State of Colorado, hereby in the State of Colorado, hereby the State of Colorado, hereby the State of Colorado, hereby State of Colorado, hereby State of Colorado, hereby of Colorado, hereby of Colorado, hereby Colorado, hereby Colorado, hereby hereby hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my direct that this TOPOGRAPHIC SURVEY was done by me or under my direct that this TOPOGRAPHIC SURVEY was done by me or under my direct this TOPOGRAPHIC SURVEY was done by me or under my direct this TOPOGRAPHIC SURVEY was done by me or under my direct TOPOGRAPHIC SURVEY was done by me or under my direct TOPOGRAPHIC SURVEY was done by me or under my direct SURVEY was done by me or under my direct SURVEY was done by me or under my direct was done by me or under my direct was done by me or under my direct done by me or under my direct done by me or under my direct by me or under my direct by me or under my direct me or under my direct me or under my direct or under my direct or under my direct under my direct under my direct my direct my direct direct direct supervision, and that it was performed using the standard care and practice and that it was performed using the standard care and practice and that it was performed using the standard care and practice that it was performed using the standard care and practice that it was performed using the standard care and practice it was performed using the standard care and practice it was performed using the standard care and practice was performed using the standard care and practice was performed using the standard care and practice performed using the standard care and practice performed using the standard care and practice using the standard care and practice using the standard care and practice the standard care and practice the standard care and practice standard care and practice standard care and practice care and practice care and practice and practice and practice practice practice used in the area at the time of the survey. The Notes hereon are a part of this in the area at the time of the survey. The Notes hereon are a part of this in the area at the time of the survey. The Notes hereon are a part of this the area at the time of the survey. The Notes hereon are a part of this the area at the time of the survey. The Notes hereon are a part of this area at the time of the survey. The Notes hereon are a part of this area at the time of the survey. The Notes hereon are a part of this at the time of the survey. The Notes hereon are a part of this at the time of the survey. The Notes hereon are a part of this the time of the survey. The Notes hereon are a part of this the time of the survey. The Notes hereon are a part of this time of the survey. The Notes hereon are a part of this time of the survey. The Notes hereon are a part of this of the survey. The Notes hereon are a part of this of the survey. The Notes hereon are a part of this the survey. The Notes hereon are a part of this the survey. The Notes hereon are a part of this survey. The Notes hereon are a part of this survey. The Notes hereon are a part of this The Notes hereon are a part of this The Notes hereon are a part of this Notes hereon are a part of this Notes hereon are a part of this hereon are a part of this hereon are a part of this are a part of this are a part of this a part of this a part of this part of this part of this of this of this this this certification. John R. Curran, PLS 28267 Colorado Professional Land Surveyor
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SANITARY SEWER MANHOLE RIM:7,187.26 INV.IN(N):7,175.61 INV.OUT(S):7,175.51
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SANITARY SEWER MANHOLE RIM:7,204.42 INV.IN(W):7,194.07 INV.OUT(E):7,193.97
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SANITARY SEWER MANHOLE RIM:7,191.28 INV.IN(E):7,180.88 INV.OUT(S):7,180.78
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18" CORRUGATED METAL PIPE INV.IN(N):7,171.49 INV.OUT(S):BURIED
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12" CORRUGATED PLASTIC PIPE INV.IN(NE):7,177.48 INV.OUT(SW):7,175.82
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18" CORRUGATED METAL PIPE INV.IN(N):7,179.34 INV.OUT(S):7,178.37
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18" CORRUGATED METAL PIPE INV.IN(N):7,183.67 INV.OUT(S):BURIED
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24" CORRUGATED PLASTIC PIPE INV.IN(N):7,189.73 INV.OUT(S):7,188.15
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12" CORRUGATED METAL PIPE INV.IN(N):7,169.80 INV.OUT(S):7,169.00
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EXISTING CONDITIONS SITE MAP
ALEXANDRE WAY
Section 15, Township 6 North, Range 84 West of the 6th Principal Meridian City of Steamboat Springs, County of Routt, State of Colorado
MARCIN ENGINEERING LLC
P.O. BOX 1062
AVON, CO 81620
(970) 748-0274
(970) 748-9021 FAX
GRAPHIC SCALE
(IN FEET)
1 inch = 20 ft.
EXISTING CONDITIONS SITE MAP
ALEXANDRE WAY
City of Steamboat Springs
County of Routt, State of Colorado
SHEET KEY | SCALE: 1" = 200'
GAS LINE
TELEVISION LINE
TELEPHONE LINE
WATER LINE
ELECTRIC LINE
EDGE OF ASPHALT
FLOW LINE
FENCE LINE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
WATER VALVE
FIRE HYDRANT
CURB STOP
TELEPHONE PEDESTAL
TELEVISION PEDESTAL
ELECTRIC TRANSFORMER
ELECTRIC PEDESTAL
DECIDUOUS TREE
CONIFEROUS TREE
FOUND 11
2" DIAMETER
ALUMINUM CAP ON
NUMBER 5 REBAR LS 32804
LOT 16
1825 ALEXANDRE WAY
LOT 19
1776 ALEXANDRE WAY
LOT 1
1890 TROUVAILLE COURT
LOT 3
1805 TROUVAILLE COURT
LOT 4
1807 TROUVAILLE COURT
LOT 5
1809 TROUVAILLE COURT
LOT 6
1811 TROUVAILLE COURT
LOT 2A
1798 HARMONY LANE
LOT 3A
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BU
IL
D
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G F
AC
E
BUILDING
FACE
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LOT 7
1782 HARMONY LANE
LOT 6
1778 HARMONY LANE
LOT 5
1776 HARMONY LANE
LOT 9
1771 ALEXANDRE WAY
LOT 10
1775 ALEXANDRE WAY
LOT 11
1781 ALEXANDRE WAY
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CORRUGATED METAL PIPE INV.IN(N):7,207.15 INV.OUT(S):7,204.89
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18" CORRUGATED METAL PIPE INV.IN(W):7,210.73 INV.OUT(E):7,206.62
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CULVERT INV.IN(S):7,234.30 INV.OUT(N):7,232.61
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SANITARY SEWER MANHOLE RIM:7,187.88 INV.IN(SE):7,179.88 INV.OUT(NW):7,179.78
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SANITARY SEWER MANHOLE RIM:7,197.00 INV.IN(E):7,187.30 INV.OUT(NW):7,187.20
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SANITARY SEWER MANHOLE RIM:7,211.02 INV.IN(E):7,201.22 INV.OUT(W):7,201.12
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SANITARY SEWER MANHOLE LID STUCK RIM:7,234.72
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SANITARY SEWER MANHOLE RIM:7,224.05 INV.IN(NE):7,216.30 INV.OUT(SW):7,216.20
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SANITARY SEWER MANHOLE RIM:7,204.42 INV.IN(W):7,194.07 INV.OUT(E):7,193.97
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18" CORRUGATED METAL PIPE INV.IN(W):7,186.65 INV.OUT(E):7,185.30
18" CORRUGATED METAL PIPE INV.IN(SE):7,188.44 INV.OUT(NW):7,188.18
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ALEXANDRE WAY
Section 15, Township 6 North, Range 84 West of the 6th Principal Meridian City of Steamboat Springs, County of Routt, State of Colorado
MARCIN ENGINEERING LLC
P.O. BOX 1062
AVON, CO 81620
(970) 748-0274
(970) 748-9021 FAX
GRAPHIC SCALE
(IN FEET)
1 inch = 20 ft.
EXISTING CONDITIONS SITE MAP
ALEXANDRE WAY
City of Steamboat Springs
County of Routt, State of Colorado
GAS LINE
TELEVISION LINE
TELEPHONE LINE
WATER LINE
ELECTRIC LINE
EDGE OF ASPHALT
FLOW LINE
FENCE LINE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
WATER VALVE
FIRE HYDRANT
CURB STOP
TELEPHONE PEDESTAL
TELEVISION PEDESTAL
ELECTRIC TRANSFORMER
ELECTRIC PEDESTAL
DECIDUOUS TREE
CONIFEROUS TREE
FOUND 11
2" DIAMETER
ALUMINUM CAP ON
NUMBER 5 REBAR LS 32804
BUILDING FACE
BUILDING FACE
WOOD
DECK
BUILDING FACE
BU
ILD
IN
G
FAC
E
BU
IL
D
IN
G F
AC
E
LOT 17
290 HUCKLEBERRY LANE
LOT 8
1765 ALEXANDRE WAY
LOT 9
1771 ALEXANDRE WAY
LOT 10
1775 ALEXANDRE WAY
LOT 3
1760 ALEXANDRE WAY
LOT 4
1766 HARMONY LANE
LOT 5
1776 HARMONY LANE
SHEET KEY | SCALE: 1" = 200'
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LEGEND
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WV
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CO
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TV
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18" CORRUGATED METAL PIPE INV.IN(E):7,181.43 INV.OUT(W):7,179.37
AutoCAD SHX Text
SANITARY SEWER MANHOLE RIM:7,169.53 INV.IN(N):7,160.58 INV.OUT(S):7,160.48
AutoCAD SHX Text SANITARY SEWER MANHOLE RIM:7,181.92 INV.IN(NE):7,175.92 INV.IN(S):7,173.07 INV.OUT(SW):7,172.97
AutoCAD SHX Text
SANITARY SEWER MANHOLE RIM:7,178.61 INV.IN(NE):7,172.66 INV.OUT(W):7,172.56
AutoCAD SHX Text SANITARY SEWER MANHOLE RIM:7,182.95 INV.IN(N):7,177.56 INV.IN(SE):7,177.56 INV.OUT(SW):7,177.46
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SANITARY SEWER MANHOLE RIM:7,185.46 INV.IN(S):7,179.46 INV.OUT(N):7,179.36
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SANITARY SEWER MANHOLE RIM:7,187.88 INV.IN(SE):7,179.88 INV.OUT(NW):7,179.78
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UNKNOWN CULVERTS INVERTS BURIED
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18" CORRUGATED METAL PIPE INV.IN(N):7,167.71 INV.OUT(S):7,167.68
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24" CORRUGATED METAL PIPE INV.IN(E):7,166.76 INV.OUT(W):7,165.71
18" CORRUGATED METAL PIPE INV.IN(N):7,166.94 INV.OUT(S):7,166.20
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
LOTS1
ORTHN
ALEXANDRE WAY
TROUVAILLE CT
HARMONY LANE
H U
C K
LE
B
E R
R Y
L N
UPPER HUCKLEBERRY LANE
ALEXANDRE WAY
M A
T C
H S
H E
E T
N O
. 1
75 71 www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
CONSTRUCTION NOTES
WPP01
ORTH
N
ALEXANDRE WAY
H U
C K
LE
B
E R
R Y
L N
ATC
H
SH
EET N
O
. 11
M A
T C
H S
H E
E T
N O
. 1 www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
CONSTRUCTION NOTES
WPP02
ALEXANDRE WAY
MATCH SHEET NO. 12
05 72 www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
CONSTRUCTION NOTES
WPP03
ORTH
N
AL
EX
AN
D
R E
W
AY
MATCH SHEET NO. 14
T C
H S
H E
E T
N O
. 1 www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
CONSTRUCTION NOTES
WPP04
ORTH
N
ALEXANDRE WAY
M A
T C
H S
H E
E T
N O
. 13
T C
H S
H E
E T
N O
. 1
7195 7190 www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
CONSTRUCTION NOTES
WPP05
ORTH N
ALEXANDRE WAY
H U
C K
LE
B
E R
R Y
L
M A
T C
H S
H E
E T
N O
. 1 www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11/1111
CONSTRUCTION NOTES
WPP06
ORTH
N
HUCKLEBERRY LN
A
LE
X A
N D
R E
W
Y
M A
T C
H S
H E
E T
N O
. 1
M A
T C
H S
H E
E T
N O
. 1 www.sunrise-eng.com
STEAMBOAT SPRINGS, COLORADO 80487
2130 RESORT DRIVE, SUITE 2A, OFFICE 4
TEL 970.875.6719
S U
BM
IT
TA
L
ENGINEERING
Know what's below.
before you dig.Call
1-800-922-1987
8/9/2024
11/11…
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