Attachment E - Construction Plans (B25-07).pdf

PDF 8 MB Posted Mar 31, 2025

Attached to: PN 8513 – 2025 South PID Overlays
Solicitation number: B25-07
Issued by: Larimer County, Colorado

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Written by GovTribe AI · Apr 11, 2025

These construction plans for Project No. 8513 are prepared by the Larimer County Division of Public Works for the 2025 PID Overlay Program - South, covering roadway improvements in three Public Improvement Districts (PIDs): Riviera Estates (PID #65), Eagle Crest (PID #74), and Rainbow Lakes Estates (PID #39). The project involves 2" Hot Mix Asphalt (HMA) overlay and concrete work, including full depth reconstruction in some areas, curb ramp installations, and roadway surface improvements. The project documents detail typical road sections, plan views of each district, and approximate quantities for various construction elements such as asphalt patching, overlay, and concrete work.

The project is specifically limited to four pre-qualified contractors: Asphalt Specialties Co. Inc., Connell Resources, Inc., Coulson Excavating Company, Inc., and Martin Marietta Materials, Inc. Total project lengths vary by district, with Riviera Estates showing approximately 2,580 linear feet, Eagle Crest approximately 2,790 linear feet, and Rainbow Lakes Estates approximately 11,007 linear feet. The construction plans are dated March 1, 2024, and include detailed technical specifications for road base preparation, asphalt overlay, concrete repairs, curb ramps, and other infrastructure improvements, with specific attention to roadway cross-sections, grading, and intersection treatments.

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Other files

File	Type	Posted
B25-07 ITB Package.pdf	PDF	Mar 31, 2025
Attachment B - Insurance Requirements (B25-07).pdf	PDF	Mar 31, 2025
Attachment D - Larimer County Special Provisions (B25-07).pdf	PDF	Mar 31, 2025
Attachment C - Sample Contract and P_P Bonds (B25-07).pdf	PDF	Mar 31, 2025
Attachment A - Bid Schedule (B25-07).xlsx	XLSX spreadsheet	Mar 31, 2025

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INDEX OF SHEETS

SHEET NO. DESCRIPTION

DIVISION OF PUBLIC WORKS

LARIMER COUNTY, COLORADO

__/__/__PROJECT ENGINEER:

COUNTY ENGINEER:

PROJ. COMPLETE: __/__/__PROJ. START: __/__/__

CONST. MANAGER:CONTRACTOR:

CONTRACT INFORMATION

PROJECT NO. 8513

2025 PID OVERLAY (SOUTH)

PUBLIC WORKS PROJECT NO. 8513

2025 PID OVERLAY PROGRAM - SOUTH

(RIVIERA ESTATES PID #65, EAGLE CREST PID #74, RAINBOW LAKES PID #39)

PLAN

NUMBER TITLE

M & S STANDARD

(REVISED MARCH 1, 2024)

NUMBER

PAGE

VOID:

REVISED:

NO REVISIONS:

AS CONSTRUCTED

SHEET NO.

REVISIONSCOMPUTER INFORMATION

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME:

RIVIERA ESTATES

PID #65

RAINBOW LAKE

ESTATES, PID #39

EAGLE CREST

PID #74

PROJECT LENGTH-ROADWAY

STREET

LIN. FT.

3390'

EAGLE CREST, PID #74

TOTAL

PROJECT LENGTH-ROADWAY

STREET

LIN. FT.

11007'

RAINBOW LAKE ESTATES, PID #39

TOTAL

PROJECT LENGTH-ROADWAY

STREET

LIN. FT.

2536'

RIVIERA ESTATES, PID #65

TOTAL

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200 WEST OAK, SUITE 3000

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AutoCAD SHX Text 1 2 3 4 5 6 7 8

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CURB, GUTTERS, AND SIDEWALKS (4 SHEETS)

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AutoCAD SHX Text M-609-1

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TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION

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AutoCAD SHX Text S-630-1

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(REVISED JUL 24, 2023)

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ENGINEERING DEPARTMENT

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

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(970)498-7986 FAX

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PN8513_TITLE SHT_SOUTH.DWG

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R:\PROJ\8513\2_DESIGN

AutoCAD SHX Text TITLE SHEET GENERAL NOTES & CONCRETE REPAIR DETAILS TYPICAL SECTIONS APPROXIMATE QUANTITIES EAGLE CREST PID #74 PLAN VIEW RAINBOW LAKE ESTATES PID #39 PLAN VIEW (EAST) RAINBOW LAKE ESTATES PID #39 PLAN VIEW (WEST) RIVIERA ESTATES PID #65 PLAN VIEW

AutoCAD SHX Text EAGLE CREST DR 425' 425' EAGLE CREST CT 175', 75' CULDESAC 175', 75' CULDESACGOLDEN EAGLE DR, FALCON CREST WAY, CREST DR, & BALD EAGLE WAY 2790' 2790'

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SHELBY DR 4852' 4852' MALIBU DR 6155'6155'

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BITTERBUSH WAY 2096' 2096' ARABIAN CT 440', 70' CULDESAC440', 70' CULDESAC

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AutoCAD SHX Text 6600'

AutoCAD SHX Text 13200'

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CURB RAMPS (10 SHEETS)

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VOID:

REVISED:

NO REVISIONS:

AS CONSTRUCTED

SHEET NO.

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FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME:

COMPUTER INFORMATION

GENERAL NOTES & CONCRETE

DETAILS

2025 PID OVERLAY (SOUTH)

PROJECT NO. 8513

CURB RAMP TYPE 2 (DIAGONAL).

DIAGONAL

SEE NOTE 16 ON SHEET 1 OF CDOT M STANDARDS 608-1

SEE NOTE 4

SEE NOTE 3

6"6"

B B

SEE CONCRETE

2 (DIAGONAL)

FOR SIDEAL RAMP TYPE 2 (DIAGONAL).

INCLUDES CONCRETE PEDESTRIAN CURB AS SHON.

PLUS ADDITIONAL CONCRETE PAEMENT BETEEN

RAMP AND CROSS PAN.

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ENGINEERING DEPARTMENT

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

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(970)498-7986 FAX

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200 WEST OAK, SUITE 3000

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PN8513_GENERAL NOTES_SOUTH.DWG

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R:\PROJ\8513\2_DESIGN

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GENERAL NOTES

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CONCRETE REPAIR DETAILS

AutoCAD SHX Text ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2024 EDITION AND THE PROJECT SPECIAL PROVISIONS. A TACK COAT OF DILUTED EMULSIFIED ASPHALT (SLOW SETTING) IS REQUIRED PRIOR TO THE PLACEMENT OF SUBSEQUENT LIFTS OF HOT BITUMINOUS PAVEMENT. PRIOR TO PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE SURFACE THAT WILL RECEIVE TACK COAT AS DIRECTED BY THE ENGINEER. EMULSIFIED ASPHALT AND CLEANING SHALL NOT BE MEASURED OR PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF HOT BITUMINOUS PAVEMENT. EMULSIFIED ASPHALT (SLOW SETTING) SHALL BE DILUTED USING 1 PART EMULSIFIED ASPHALT (SLOW SETTING) AND 1 PART WATER. RATE OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. ALL CONCRETE WORK SHALL BE COMPLETED PRIOR TO ANY ASPHALT WORK COMMENCING. CONCRETE SHALL BE GIVEN A MINIMUM FIVE (5) DAYS TO CURE BEFORE ANY ASPHALT WORK TAKES PLACE. IF HIGH STRENGTH, TYPE III CEMENT IS USED, THEN THREE (3) DAYS OF CURING SHALL BE ALLOWED. MILLING ALONG EXISTING CONCRETE SHALL BE PERFORMED BEFORE ANY ASPHALT PATCHING BEGINS. ONCE MILLING HAS BEGUN, THE CONTRACTOR SHALL BEGIN PATCHING AND OVERLAYING OPERATIONS NO LATER THAN ONE (1) WEEK FOLLOWING THE COMPLETION OF MILLING OPERATIONS. HMA PATCHING (GR)(S) PG58-28 PAY ITEM INCLUDES BOTH REMOVAL OF EXISTING ASPHALT AND PLACE BACK OF NEW ASPHALT. PATCHES HAVE BEEN MARKED AS BEST AS POSSIBLE TO ACCOMMODATE REMOVAL BY MEANS OF A ROTO-MILL AND PLACE BACK WITH A PAVER BUT SOME PATCHES WILL BE TOO SMALL FOR THESE REMOVAL METHODS AND WILL REQUIRE SAW-CUTTING AND PLACEMENT BY OTHER MEANS THAN A PAVER. FULL STREET WIDTH PATCHES SHALL BE DONE HALF AT A TIME TO MAINTAIN ONE LANE OF TRAFFIC. REMOVAL OF ASPHALT FOR ALL PATCHING ADJACENT TO EXISTING CONCRETE SHALL BE MEASURED 4" IN DEPTH AFTER THE MILLING HAS TAKEN PLACE. EXISTING PAVED ROAD BUTT JOINTS SHALL BE TAPER MILLED 2" IN DEPTH, FULL WIDTH OF ROADWAY, AND LENGTH TO BE AS FIELD DIRECTED. TAPER MILL AGAINST ALL CONCRETE GUTTERS, UP TO 7' IN WIDTH, AND 0" - 1-3/4" IN DEPTH. ASPHALT PATCHING LOCATIONS AND DEPTHS SHALL BE AS ORDERED BY THE ENGINEER. CALCULATION SHEETS USED TO ESTIMATE THE PATCHING QUANTITIES PRESENTED IN THESE PLANS ARE AVAILABLE TO BIDDING CONTRACTORS ON REQUEST. THE NUMBER, LOCATION, AND EXTENTS OF ALL PATCHING SHOWN ON THESE SHEETS ARE SUBJECT TO CHANGE AND ARE NOT TO BE CONSIDERED PART OF THE BIDDING DOCUMENTS. ASPHALT TO BE REMOVED FOR PATCHING SHALL BE SAW CUT, JACK HAMMERED, OR ROTO-MILLED. WHEEL CUTTING WILL NOT BE PERMITTED. ASPHALT PATCHING: 4" OF HOT MIX ASPHALT (GR S) (75) (PG 58-28) ASPHALT OVERLAY: 2" HOT MIX ASPHALT (GR SX) (75) (PG 58-28) WORKING HOURS SHALL BE FROM 7:00 AM - 6:00 PM, MONDAY - FRIDAY, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL SWEEP ALL ROADS AND CONCRETE SURFACES WITHIN THE RIGHT OF WAY BEFORE APPLICATION OF TACK COAT AND AFTER COMPLETION OF HMA OVERLAY. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TRAFFIC AT ALL APPROACHES AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.06 OF THE STANDARD SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR SHALL CALL 1-800-922-1898 FOR UTILITY LOCATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY DIGGING, NOT INCLUDING THE DAY OF ACTUAL CONTACT. CONTRACTOR TO APPLY AND OBTAIN APPLICABLE CDOT PERMITS TO WORK AND/OR PLACE SIGNAGE WITHIN US HIGHWAY 287 RIGHT-OF-WAY AT THE EAGLE CREST PUBLIC IMPROVEMENT DISTRICT.

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AutoCAD SHX Text CONCRETE NOTES: 1. CONCRETE SHALL BE CLASS B. CONCRETE SHALL BE CLASS B. 2. DETECTABLE WARNINGS SHALL BE INSTALLED AT SIDEWALK TO STREET DETECTABLE WARNINGS SHALL BE INSTALLED AT SIDEWALK TO STREET TRANSITIONS. THEY SHALL HAVE A TRUNCATED DOME SURFACE. THE DOMES SHALL BE IN A SQUARE GRID PATTERN AND ALIGNED WITH PEDESTRIAN TRAFFIC PER CDOT M-608-1 CURB RAMPS. 3. ALL CURB RAMP JOINTS AND GRADE BREAKS SHALL BE FLUSH ALL CURB RAMP JOINTS AND GRADE BREAKS SHALL BE FLUSH (0"-1/8"). THE JOINT BETWEEN THE ROADWAY SURFACE AND GUTTER PAN SHALL BE FLUSH. 4. CONSTRUCTION OF CONCRETE PEDESTRIAN RETAINING CURB WHERE CONSTRUCTION OF CONCRETE PEDESTRIAN RETAINING CURB WHERE NECESSARY FOR GRADE SHALL BE INCLUDED IN THE PRICE. 5. LARIMER COUNTY WILL PROVIDE REMOVAL LIMITS INDICATED WITH PINK LARIMER COUNTY WILL PROVIDE REMOVAL LIMITS INDICATED WITH PINK PAINT IN THE FIELD. THE CONTRACTOR SHALL VERIFY REMOVAL LIMITS ARE SUFFICIENT TO PROVIDE POSITIVE DRAINAGE, MAINTAIN EXISTING DRAINAGE PATTERNS, AND AVOID PONDING IN THE FINAL CONFIGURATION. 6. EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURE. EXPANSION JOINT MATERIAL SHALL BE IN. THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT 12 IN. THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE. 7. GUTTER CROSS SLOPES SHALL BE 1 IN./FT. WHEN DRAINING TOWARD GUTTER CROSS SLOPES SHALL BE 1 IN./FT. WHEN DRAINING TOWARD CURB (WITH EXCEPTION TO IMMEDIATELY ADJACENT TO CURB RAMPS - SEE STANDARD PLAN M-608-1 FOR SLOPE REQUIREMENTS).

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CONCRETE REPAIR DETAILS

VOID:

REVISED:

NO REVISIONS:

AS CONSTRUCTED

SHEET NO.

REVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

FILE NAME:

1/14/25

PN8513_GENERAL NOTES_SOUTH.DWG

R:\PROJ\8513\2_DESIGN

COMPUTER INFORMATION

2025 PID OVERLAY (SOUTH)

PROJECT NO. 8513

AutoCAD SHX Text 2-4%%%

AutoCAD SHX Text 16'

AutoCAD SHX Text 6'-7"

AutoCAD SHX Text TAPER MILL 0" TO 1-3/4" UP TO 7' OFF CONCRETE (TO BE PAID FOR AS ITEM 202 REMOVAL OF ASPHALT MAT PLANING)

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TAPER MILL 0" TO 1-3/4" UP TO 7' OFF CONCRETE

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EXISTING ASPHALT

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EAGLE CREST PID #74 HMA OVERLAY TYPICAL SECTION

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2" HMA OVERLAY (GR SX) (PG 58-28)

EX. CURB AND GUTTER TYPE 2 (SECTION MS)

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EX. CURB AND GUTTER TYPE 2 (SECTION MS)

AutoCAD SHX Text 2%%%-4%%%

AutoCAD SHX Text 16'

AutoCAD SHX Text REMOVE 10" OF EXISTING ROADWAY MATERIALS (SEE NOTE 2). AFTER ASPHALT REMOVAL AND BEFORE ROAD BASE REMOVAL, CONTRACTOR SHALL PROVIDE THE ENGINEER AN OPPORTUNITY TO EVALUATE THE UNDERLYING BASE CONDITION TO DETERMINE IF EXISTING BASE REMOVAL AND SUBGRADE RECONDITIONING IS WARRANTED. IF BASE REMOVAL AND RECONDITIONING ARE DEEMED NECESSARY, SCARIFY 8" OF SUBGRADE BELOW REMOVALS. MOISTURE-DENSITY CONDITION AND COMPACT TO 95% PER AASHTO T99 (SEE NOTE 3). ADDITIONAL AGGREGATE BASE COURSE (CLASS 5) SHALL BE IMPORTED AS NEEDED TO HELP STABILIZE AND INCREASE ROADWAY CROSS SLOPES (SEE NOTE 4).

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6" AGGREGATE BASE COURSE (CLASS 5)

AutoCAD SHX Text NOTES: 1) CENTERLINE TO BE ESTABLISHED BY 2% SLOPE (MIN) FROM THE LIP OF CENTERLINE TO BE ESTABLISHED BY 2% SLOPE (MIN) FROM THE LIP OF THE HIGHEST GUTTER. 2) TO BE PAID FOR AS ITEM 203 UNCLASSIFIED EXCAVATION. TO BE PAID FOR AS ITEM 203 UNCLASSIFIED EXCAVATION. 3) TO BE PAID FOR AS ITEM 306 RECONDITIONING. TO BE PAID FOR AS ITEM 306 RECONDITIONING. 4) TO BE PAID FOR AS ITEM 304 AGGREGATE BASE COURSE (CLASS 5).TO BE PAID FOR AS ITEM 304 AGGREGATE BASE COURSE (CLASS 5).

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EAGLE CREST PID #74 EAGLE CREST COURT FULL DEPTH RECONSTRUCTION TYPICAL SECTION

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TOP MAT: 2" HMA (GR SX) (PG 58-28)

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BOTTOM MAT: 2" HMA (GR S) (PG 58-28)

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EX. CURB AND GUTTER TYPE 2 (SECTION MS)

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EX. CURB AND GUTTER TYPE 2 (SECTION MS)

RIVIERA ESTATES PID #65 HMA OVERLAY TYPICAL SECTION

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EXISTING ASPHALT

AutoCAD SHX Text 2-4%%%

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2" HMA OVERLAY

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(GR SX) (PG 58-28)

AutoCAD SHX Text 12'

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VARIES, 1-2'

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VARIES, 1-2'

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ABC (CLASS 5) (SHOULDERING)

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ABC (CLASS 5) (SHOULDERING)

AutoCAD SHX Text TAPER MILL 0" TO 1-3/4" UP TO 7' OFF EXISTING PAVED DRIVEWAYS. AS DIRECTED BY LARIMER COUNTY.

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RAINBOW LAKE ESTATES PID #39 HMA OVERLAY TYPICAL SECTION

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EXISTING ASPHALT

AutoCAD SHX Text 2-4%%%

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2" HMA OVERLAY

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(GR SX) (PG 58-28)

AutoCAD SHX Text 12'-6"

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VARIES, 1-2'

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VARIES, 1-2'

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ABC (CLASS 5) (SHOULDERING)

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ABC (CLASS 5) (SHOULDERING)

AutoCAD SHX Text TAPER MILL 0" TO 1-3/4" UP TO 7' OFF EXISTING PAVED DRIVEWAYS. AS DIRECTED BY LARIMER COUNTY.

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ENGINEERING DEPARTMENT

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

AutoCAD SHX Text R-3

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(970)498-7986 FAX

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200 WEST OAK, SUITE 3000

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TYPICAL SECTIONS

NO REVISIONS:

AS CONSTRUCTED

SHEET NO.

REVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME:

COMPUTER INFORMATION

PROJECT NO. 8513

APPROXIMATE QUANTITIES 2025 PID OVERLAY (SOUTH)

SUMMARY OF APPROXIMATE QUANTITIES

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ENGINEERING DEPARTMENT

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

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(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

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200 WEST OAK, SUITE 3000

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PN8513_QUANTITIES_SOUTH.DWG

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R:\PROJ\8513\2_DESIGN

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AutoCAD SHX Text 3/7/25 nguyenam Text Box

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550 616 628

539 641

VOID:

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FILE LOCATION:

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PN8513_SITE MAPS_SOUTH.DWG

R:\PROJ\8513\2_DESIGN

COMPUTER INFORMATION

EAGLE CREST PID #74

PLAN VIEW

2025 PID OVERLAY (SOUTH)

PROJECT NO. 8513

G O

FALCON CREST WAY

CREST DR

LEGEND

28'

54'x16'

50'x14'

88'x16'

34'x16'

40'x14'

61'x14'

60'x16'

20'

10'

20'x16'

BALD EAGLE WAY

EAGLE CREST DR

EAGLE CREST CT

H W

C R

EST D

28'x11'

24'x27'

16'

21'

10'

CURB RAMP TYPE 2

28 SY &

GUTTER TYPE 2

8.89 SY

FULL DEPTH RECONSTRUCTION

SEE TYPICAL SECTION SHEET 4

20'

10' 10'x16'

6'x16'

16'x16' 30'

114'x16'

110'X14'

98'x14' 67'x14'

73'x16'

10x32'

10'

30'

INSTALL STOP BAR

2' WIDE PREFORMED

THERMOPLASTIC 125 MILS

CURB RAMP

TYPE 2

18 SY

CURB RAMP

TYPE 2

18.67 SY

CURB RAMP

TYPE 2

29.78 SY

CURB RAMP

TYPE 2

12.67 SY

CURB RAMP

TYPE 2

12.67 SY

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DENOTES CONCRETE REPAIR

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ENGINEERING DEPARTMENT

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

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(970)498-7986 FAX

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200 WEST OAK, SUITE 3000

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DENOTES 4" ASPHALT PATCH

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DENOTES TAPER MILL & 2" HMA OVERLAY

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DENOTES FULL DEPTH RECONSTRUCTION

DENOTES CONCRETE REPAIR

FILE LOCATION:

CREATION DATE:

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R-4

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REVISED:

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AS CONSTRUCTED

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RAINBOW LAKE ESTATES PID #39

PLAN VIEW (EAST)

2025 PID OVERLAY (SOUTH)

PROJECT NO. 8513

ALIBU

D R

SHELBY DR

W . C

O U

R O

LEGEND

11'x25'

PRE-LEVEL

3'x7'

3'x15'

17'x10'

10'x10'

135'x12'

25'x12'

32'x12'

16'x25'

13'x13'

1124 1121

COUNTY ROAD 23

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

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(970)498-7986 FAX

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200 WEST OAK, SUITE 3000

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PN8513_SITE MAPS_SOUTH.DWG

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R:\PROJ\8513\2_DESIGN

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ENGINEERING DEPARTMENT

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DENOTES 4" ASPHALT PATCH

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DENOTES 2" HMA OVERLAY

AutoCAD SHX Text DENOTES 3' L x 25' W x 4" D ASPHALT PATCH

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DENOTES PRE-LEVEL PATCH (TO BE PAID FOR AS PATCHING).

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250'

FILE LOCATION:

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REVISED:

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AS CONSTRUCTED

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RAINBOW LAKE ESTATES PID #39

PLAN VIEW (WEST)

2025 PID OVERLAY (SOUTH)

PROJECT NO. 8513

ALIBU DR

SHELBY DR

W . C

O U

R O

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14'x25'

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12'x10'

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3'x13'

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4809 4802

ALIBU DR

LEGEND

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

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(970)498-7986 FAX

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200 WEST OAK, SUITE 3000

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PN8513_SITE MAPS_SOUTH.DWG

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R:\PROJ\8513\2_DESIGN

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ENGINEERING DEPARTMENT

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DENOTES 4" ASPHALT PATCH

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DENOTES 2" HMA OVERLAY

AutoCAD SHX Text DENOTES 3' L x 25' W x 4" D ASPHALT PATCH

DENOTES PRE-LEVEL PATCH (TO BE PAID FOR AS PATCHING).

NO REVISIONS:

AS CONSTRUCTED

SHEET NO.

REVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

FILE NAME:

COMPUTER INFORMATION

RIVIERA ESTATES PID #65

PLAN VIEW

2025 PID OVERLAY (SOUTH)

PROJECT NO. 8513

O U

R O

BITTERBUSH WAY

C T

LEGEND

COUNTY ROAD 20

217 216

58905906 5714

11'x26'

PRE-LEVEL

25'x6'

38'x16'

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ENGINEERING DEPARTMENT

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FORT COLLINS, COLORADO 80522-1190

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POST OFFICE BOX 1190

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(970)498-7986 FAX

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200 WEST OAK, SUITE 3000

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PN8513_SITE MAPS_SOUTH.DWG

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R:\PROJ\8513\2_DESIGN

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DENOTES 4" ASPHALT PATCH

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DENOTES 2" HMA OVERLAY

DENOTES PRE-LEVEL PATCH (TO BE PAID FOR AS PATCHING)

Sheets and Views

1 TITLE (SOUTH)

File details come from the government source that posted it. Updated Apr 11, 2025.