HomeMy WebLinkAboutALPINE BANK - FDP210009 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSC0.0
COVER SHEET
CIVIL UTILITY PLANS FOR
LOTS 1, 2, 3, 4, 5 AND 6 OF THE I.C. BRADLEY'S ADDITION TO THE CITY OF FORT COLLINS,
SITUATED IN THE NW 1/4 OF SECTION 24, T. 7 S., R. 69 W., OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
APRIL 2021
ALPINE BANK
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C0.0-Cover.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
NOTE: CONTRACTOR SHALL PROTECT ALL
EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY
DAMAGED OR DISTURBED MONUMENTATION AT
THEIR COST.
SOIL PREPARATION NOTE
SOIL PREPARATION SHALL BE PER RECOMMENDATIONS FROM A GEOTECHNICAL ENGINEERING
REPORT PREPARED FOR THIS SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: CESARE, INC.
REPORT No: 20.3059
THE CONTRACTOR MUST FULLY REVIEW THESE REPORTS PRIOR TO CONSTRUCTION.
INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION
CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER TO GENERAL
STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE STRUCTURES.
NOTE: CONTRACTOR MUST COORDINATE WORK
WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WORK AND IS RESPONSIBLE FOR ALL
MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE
WORK AND RESTORE AREA TO SAME STATE PRIOR
TO STARTING WORK
SURVEYOR TO OBTAIN AUTOCAD FILE FROM
ENGINEER AND VERIFY ALL HORIZONTAL CONTROL
DIMENSIONING PRIOR TO CONSTRUCTION
STAKING. SURVEYOR MUST VERIFY ALL
BENCHMARK, BASIS OF BEARING AND DATUM
INFORMATION TO ENSURE IMPROVEMENTS WILL BE
AT THE SAME HORIZONTAL AND VERTICAL
LOCATIONS SHOWN ON THE DESIGN
CONSTRUCTION DRAWINGS. PRIOR TO
CONSTRUCTION STAKING ANY DISCREPANCY MUST
BE REPORTED TO OWNER AND ENGINEER PRIOR
TO CONTINUATION OF ANY FURTHER STAKING OR
CONSTRUCTION WORK.
NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT
DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER
CERTIFICATES OR INFORMATION AS REQUIRED
FOR ACCEPTANCE OF WORK FROM CITY, UTILITY
DISTRICTS OR ANY OTHER GOVERNING AGENCY.
C0.1
NOTES
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C0.1-Notes.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
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SCALE: 1"=20'
0 10 20
EM
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GMDYH
GM
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EVT
C0.2
DEMO PLAN
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C0.2-Demo.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
SCALE: 1"=20'
0 10 20
C1.0
SITE PLAN
EM
SS
GMDYH
GM
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EVT
CIVIL UTILITY PLANS FOR
LOTS 1, 2, 3, 4, 5 AND 6 OF THE I.C. BRADLEY'S ADDITION TO THE CITY OF FORT COLLINS,
SITUATED IN THE NW 1/4 OF SECTION 24, T. 7 S., R. 69 W., OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
APRIL 2021
ALPINE BANK
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Final Site Plans\ALB001_FDP_Site Plan.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
C1.1
HORIZONTAL
CONTROL PLAN
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C1.1-HCP.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICALBUILDINGRELOCATEDPROPOSEDBANKC1.2
INTERSECTION PLAN
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C1.2-Intersect.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C1.3
INTERSECTION
NOTES
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C1.2-Intersect.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
BC TO BC
TYPICAL ROAD MATERIAL SECTION
FULL DEPTH OPTION:
8.5" RIDGED CONCRETE
PAVEMENT (CLASS P) W/
CONNECTING DOWELS TO
EXISTING ROADWAY PAVEMENT
OVER PREPARED SUBGRADE
SCALE: NOT TO SCALE
NOTE: PAVEMENT SECTION IS BASED ON REPORT 402.01 PREPARED
BY ROCKSOL ON 01-31-2017. REFERENCE PAGE 6 OF THE REPORT
FOR PAVEMENT DESIGN.
GENERAL NOTES
1.ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION WITHIN THE STATE HIGHWAY ROW SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE:
a.CDOT MATERIALS MANUAL
b.CDOT CONSTRUCTION MANUAL
c.CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION
d.CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT
e.CDOT STANDARD PLANS (M&S STANDARDS)
f.FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AND THE COLORADO SUPPLEMENT THERETO
g.AASHTO ROADSIDE DESIGN GUIDE
PLEASE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM:
COLORADO DEPARTMENT OF TRANSPORTATION
BID PLANS ROOM
2829 W. HOWARD PLACE
DENVER, CO 80204
(303) 757-9313
2.ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT AND NOTICE TO PROCEED (NTP). A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE
CONSTRUCTION SITE AT ALL TIMES.
3.A LIST OF UTILITY CONTACTS (COMPANY, CONTACT PERSON & PHONE NUMBER) SHALL BE PROVIDED ON THE PLAN SET.
4.THE CONTRACTOR SHALL PROVIDE ON-SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION SITE.
5.THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST.
6.THERE IS A POTENTIAL FOR ENCOUNTERING PETROLEUM CONTAMINATED MATERIALS ON THE PROJECT. IF ENCOUNTERED, THE CONTRACTOR SHALL FOLLOW SECTION 250 OF THE STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION.
7.THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES WITHIN THE BOUNDARY OF THE PUBLIC RIGHT OF WAY.
8.PERMITTEE SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES WITHIN CDOT RIGHT OF WAY. THE TCS SHALL BE
AVAILABLE WHENEVER WORK IS IN PROGRESS.
9.NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN CDOT RIGHT OF WAY.
10.THE ENGINEER OF RECORD IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS.
11.THE PERMITTEE SHALL COMPLETE ALL WORK IN THE CDOT RIGHT OF WAY WITHIN 45 CALENDAR DAYS AND WITHIN A SINGLE CONSTRUCTION SEASON.
12.IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND/OR REGULATIONS APPLY TO THE PROJECT, AND TO OBTAIN ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE
APPROPRIATE AGENCY PRIOR TO COMMENCING WORK. PLEASE REFER TO OR REQUEST A COPY OF THE CDOT ENVIRONMENTAL CLEARANCE INFORMATION SUMMARY” (ECIS) FOR DETAILS. THE ECIS MAY BE OBTAINED FROM CDOT
PERMITTING OFFICES OR MAY BE ACCESSED VIA THE CDOT PLANNING/CONSTRUCTION-ENVIRONMENTAL GUIDANCE WEBPAGE AT:
HTTP://WWW.DOT.STATE.CO.US/ACCESSPERMITS/PDF/ENVIRONMENTALCLEARANCESINFORMATIONSUMMARY.PDF
FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES.
ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER,
PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS.
UNLESS OTHERWISE IDENTIFIED BY CDOT OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE
WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS,
UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING
DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES.
ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR
ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT: HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML
TYPICAL SECTION NOTES
1.CDOT MUST APPROVE THE ASPHALT MIX DESIGN PRIOR TO CONSTRUCTION. THE PERMITTEE'S ENGINEER OF RECORD SHALL COORDINATE WITH THE CDOT PERMIT UNIT CONTACT PERSON TO OBTAIN APPROVAL.
2.BREAK POINT ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION.
3.AT THE LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT, SAW CUT THE EXISTING PAVEMENT 1 FOOT BACK FROM THE EXISTING EDGE AND REMOVE PAVEMENT. FROM THE SAW CUT LINE, MILL EXISTING
PAVEMENT BACK 1 FOOT TO A DEPTH OF 2 INCHES. TACK EXPOSED VERTICAL ASPHALT EDGE PRIOR TO PAVING. THE SAW CUTTING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE REMOVAL OF THE
ASPHALT ITEM.
SIGNING & MARKING PLAN NOTES
1.IN CDOT REGION 4 ALL SIGN POSTS SHALL BE GALVANIZED TUBULAR STEEL.
2.FULL-COMPLIANCE, TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER CDOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY.
3.THE CONTRACTOR SHALL CONTACT CDOT PROJECT MANAGER AND ENGINEER OF RECORD, AT LEAST TWO WEEKS PRIOR TO SCHEDULE STRIPING. THE PERMITTEE WILL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON
FINAL INSPECTION OF THE ACCESS.
4.STRIPING SHALL BE EPOXY PAINT AS PER SECTION 627 OF THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
5.ALL HIGHWAY STRIPING SHALL BE INLAID A DEPTH OF 40 MILS +/- 5 MILS IN ASPHALT AND CONCRETE UNLESS WAVED BY THE PERMIT ENGINEER. GROVE WIDTH SHALL BE PAVEMENT MARKING WIDTH PLUS 1 INCH, +/- ¼ INCH.
6.ALL STENCILS SHALL BE INLAID A DEPTH OF 90 MILS +/- 10 MILS. GRINDING WIDTH NO MORE THAN 1 INCH LARGER THAT THE STENCIL.
7.UNLESS AN ASPHALT OVERLAY IS REQUIRED, GRINDING OF EXISTING PAVEMENT MARKINGS IS REQUIRED BY CDOT. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY
OR NIGHT CONDITIONS AND IN A MANNER THAT WILL NOT AFFECT TRAFFIC FLOW.
8.TYPE II DELINEATORS (DOUBLE CRYSTAL) SHALL BE INSTALLED AT 100 FOOT SPACING ON ALL ACCELERATION LANES AND TAPERS AND DECELERATION LANES AND TAPERS THAT ARE ADJACENT TO THE SHOULDER.
UTILITY NOTES
1.ALL UTILITIES IN THE CDOT ROW SHALL HAVE A CDOT UTILITY PERMIT ISSUED PRIOR TO ANY UTILITY CONSTRUCTION. A SEPARATE UTILITY PERMIT IS REQUIRED FOR EACH UTILITY BEING INSTALLED OR SERVICE CONNECTION IN
CDOT ROW. CONTACT THE REGION UTILITY PERMIT COORDINATOR AT 970-683-6288. FORM #1233 THE UTILITY PERMIT APPLICATION IS AVAILABLE AT HTTP://WWW.COLORADODOT.INFO/BUSINESS/PERMITS.
2.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987, TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER
UNDERGROUND FACILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER.
3.EXISTING UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. (SUBSURFACE UTILITY ENGINEERING (SUE) STANDARD QUALITY LEVEL A OR B IS RECOMMENDED).
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AS NECESSARY TO INSURE THE UTILITIES WILL NOT BE IMPACTED BY CONSTRUCTION ACTIVITIES.
5.THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS (“EXCAVATION REQUIREMENTS”) WHEN EXCAVATING OR GRADING IS PLANNED IN THE AREA OF UNDERGROUND UTILITY FACILITIES. THE CONTRACTOR SHALL
NOTIFY ALL AFFECTED UTILITIES AT LEAST TWO (2) BUSINESS DAYS, NOT INCLUDING THE ACTUAL DAY OF NOTICE, PRIOR TO COMMENCING SUCH OPERATIONS.
6.ALL UTILITIES SHALL BE INSTALLED OR RELOCATED PER THE CDOT UTILITY ACCOMODATION CODE.
CURB RAMP ADA PLAN NOTES
1.ALL ADA CURB RAMPS SHALL BE INDIVIDUALLY DETAILED WITH DIMENSIONS AND GRADES. EACH RAMP SHALL BE IDENTIFIED AS TO THE TYPE OF ADA RAMP (TYPE 1A, 1B, 2A, 2B, 2C, 3A, 3B, 3C, 4A, 5A OR MODIFIED VERSIONS), AS
SHOWN ON THE M-608-1 CURB RAMPS (REVISED ON FEB 23, 2017), IN THE M & S STANDARDS.
2.ALL TRUNCATED DOMES INSTALLED SHALL BE ON THE CURRENT CDOT APPROVED PRODUCTS LIST. INDICATE THE MANFACTURER AND PRODUCT NAME OF TRUNCATED DOMES ON THE ASBUILT PLANS.
GUARDRAIL PLAN NOTES
1.ALL GUARDRAILS SHALL BE DIMENSIONED AND EACH END SECTION PROVIDED IN THE PLAN SET. EACH END SECTION SHALL BE CLEARLY MARKED AS TO THE TYPE OF END SECTION AND BE ON THE CURRENT APPROVED
PRODUCTS LIST. INDICATE THE MANFACTURER AND PRODUCT NAME.
TRAFFIC CONTROL PLAN NOTES
1.PRIOR TO BEGINNING OF WORK IN THE CDOT ROW, THE PERMITTEE SHALL CREATE A SITE SPECIFIC, DETAILED CONSTRUCTION TRAFFIC CONTROL PLAN WHICH COVERS ALL PHASES AND DAY/NIGHT SIGNAGE CONDITIONS OF
WORK, INCLUDING FINAL SIGNING AND STRIPING.
2.PERMITTEE SHALL DESIGNATE A TRAFFIC CONTROL SUPERVISOR (TCS) AS DESCRIBED IN THE GENERAL NOTES. THE TCS MUST BE AVAILABLE 24 HOURS THROUGHOUT CONSTRUCTION.
3.PERMITTEE SHALL ONLY USE THE TRAFFIC CONTROL PLANS STAMPED WITH “NOTICE TO PROCEED PLANS - EXHIBIT A”; CDOT SHALL CONCUR WITH ALL OTHER TRAFFIC CONTROL PLANS PRIOR TO THEM BEING USED ON THE
HIGHWAY.
4.PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES AT THE END OF THE DAY'S CONSTRUCTION ACTIVITIES, ON WEEKENDS AND HOLIDAYS, UNLESS OTHERWISE DIRECTED BY CDOT.
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
C1.4
SIGN & STRIPING
PLAN
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C1.3-Sign-Strip.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
C1.5
PAVING PLAN
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C1.4-Paving Plan.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C1.6
SITE DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C1.5-Site Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
STOP TOW AWAY ZONE
PARKING
RESERVED
PARKING
RESERVED
TOW AWAY ZONE
RIGHT LANE
TURN RIGHT
MUST
C1.7
SITE DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C1.5-Site Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
C2.0
GRADING PLAN
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
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-
-
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-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C2.0-Grad.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
SCALE: 1"=20'
0 10 20
SOIL PREPARATION NOTE
SOIL PREPARATION SHALL BE PER RECOMMENDATIONS FROM A GEOTECHNICAL ENGINEERING
REPORT PREPARED FOR THIS SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: CESARE, INC.
REPORT No: 20.3059
THE CONTRACTOR MUST FULLY REVIEW THESE REPORTS PRIOR TO CONSTRUCTION.
INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION
CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER TO GENERAL
STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE STRUCTURES.
C3.0
ECP INITAL
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
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-
-
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-
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-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C3.0-Eros.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
SCALE: 1"=20'
0 10 20
SOIL PREPARATION NOTE
SOIL PREPARATION SHALL BE PER RECOMMENDATIONS FROM A GEOTECHNICAL ENGINEERING
REPORT PREPARED FOR THIS SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: CESARE, INC.
REPORT No: 20.3059
THE CONTRACTOR MUST FULLY REVIEW THESE REPORTS PRIOR TO CONSTRUCTION.
INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION
CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER TO GENERAL
STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE STRUCTURES.
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
C3.1
ECP INTERIM AND
FINAL
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
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-
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-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C3.1-Eros.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
SCALE: 1"=20'
0 10 20
SOIL PREPARATION NOTE
SOIL PREPARATION SHALL BE PER RECOMMENDATIONS FROM A GEOTECHNICAL ENGINEERING
REPORT PREPARED FOR THIS SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: CESARE, INC.
REPORT No: 20.3059
THE CONTRACTOR MUST FULLY REVIEW THESE REPORTS PRIOR TO CONSTRUCTION.
INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING INFORMATION
CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER TO GENERAL
STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE STRUCTURES.
C3.2
ECP NOTES
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C3.2-Eros - Notes.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C3.3
ECP NOTES
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C3.2-Eros - Notes.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
SCALE: 1"=20'
0 10 20
C4.0
UTILITY PLAN
EM
SS
GMDYH
GM
ER
EVT
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C4.0-Util.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
PROPOSEDBANKEXIT ONLYTRASH
ENCLOSURE
C5.1
STORM PLAN AND
PROFILE
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C5.1-Storm P&P.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
PLAN: STORM SEWER LINE 1 (STA 0+00 TO STA 0+25.74)
SCALE: 1"=20'
PLAN: STORM SEWER LINE 2 (STA 0+00 TO STA 2+22.70)
SCALE: 1"=20'
PLAN: STORM SEWER LINE 1 (STA 0+00 TO STA 0+25.74)
SCALE: 1"=20', HORIZONTAL: 1"=20', VERTICAL: 1"=10'
PLAN: STORM SEWER LINE 2 (STA 0+00 TO STA 2+22.7)
SCALE: 1"=20', HORIZONTAL: 1"=20', VERTICAL: 1"=10'
SCALE: 1"=20'
0 10 20
TRASH
ENCLOSURE
HISTORICAL
BUILDING
C5.2
STORM PLAN AND
PROFILE
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C5.2-Storm P&P.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
PLAN: STORM SEWER LINE 4 (STA 0+00 TO STA 0+22.01)
SCALE: 1"=20'
PLAN: STORM SEWER LINE 3 (STA 0+00 TO STA 1+53.13)
SCALE: 1"=20'
PLAN: STORM SEWER LINE 4 (STA 0+00 TO STA 0+22.01)
SCALE: 1"=20', HORIZONTAL: 1"=20', VERTICAL: 1"=10'
PLAN: STORM SEWER LINE 3 (STA 0+00 TO STA 1+53.13)
SCALE: 1"=20', HORIZONTAL: 1"=20', VERTICAL: 1"=10'
SCALE: 1"=20'
0 10 20
PROPOSED
BANK
C5.3
STORM PLAN CDOT
ROW
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C5.3-Storm P&P.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
PLAN: STORM SEWER LINE 5 (STA 40+03.83 TO STA 40+16.04)
SCALE: 1"=20'
PLAN: STORM SEWER LINE 5 (STA 40+03.83 TO STA 40+16.04)
SCALE: 1"=20', HORIZONTAL: 1"=20', VERTICAL: 1"=10'
C5.4
STORM DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C5.4-Storm Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C5.5
STORM DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C5.4-Storm Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C5.6
STORM DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C5.4-Storm Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C5.7
STORM DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C5.4-Storm Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
C6.1
WATER PLANS
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C6.1-Water Plans.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C6.2
WATER DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C6.2-Water Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C6.3
WATER DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C6.2-Water Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
C7.1
SANITARY PLANS
SCALE: 1"=20'
0 10 20
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C7.1-Sanitary Plans.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
C7.2
SANITARY DETAILS
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_C7.2-Sanitary Details.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021
HISTORICAL
BUILDING
RELOCATED
PROPOSED
BANK EXIT ONLYTRASH
ENCLOSURE
D1.0
DRAINAGE MAP
SCALE: 1"=20'
0 10 20
DRAINAGE BASIN BOUNDARY LINE
DESIGN POINT
BASIN AREA IN ACRES
100-YEAR RUNOFF COEFFICIENT
BASIN DESIGNATION
2-YEAR RUNOFF COEFFICIENT
FLOW ARROW
1.NO BUILDING, STRUCTURE, OR FILL WILL BE PLACED IN THE DETENTION AREAS AND
CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE
DETENTION AREAS WILL BE MADE WITHOUT THE APPROVAL OF THE CITY ENGINEER.
2.MAINTENANCE AND OPERATION OF THE DETENTION AND WATER QUALITY AREAS IS THE
RESPONSIBILITY OF PROPERTY OWNER. IF OWNER FAILS IN THIS RESPONSIBILITY, THE
CITY HAS THE RIGHT TO ENTER THE PROPERTY, MAINTAIN THE DETENTION AREAS, AND BE
REIMBURSED FOR COSTS INCURRED.
3.DETENTION POND VOLUMES, ALL DRAINAGE APPURTENANCES, AND BASIN BOUNDARIES
SHALL BE VERIFIED. AS-BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED
PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
4.PERMISSION TO REPRODUCE THESE PLANS IS HEREBY GIVEN TO THE CITY OF FORT
COLLINS FOR CITY PURPOSES ASSOCIATED WITH PLAN REVIEW, APPROVAL, PERMITTING,
INSPECTION AND CONSTRUCTION OF THE WORK.
5.ALL PROPOSED CURB AND GUTTER FOR THE SITE SHALL BE 6" VERTICAL CURB AND
GUTTER W/ A 1' PAN.
NEW PROJECT BOUNDARY (EXCLUDING ALL ROW DEDICATION)
01/20/2021 2ND PDP SUB MAS
02/17/2021 3RD PDP SUB MAS
-04/07/2021 1ST FDP SUB MAS
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-
-
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STAMP
H:\Alpine Bank\CO, Fort Collins - XXXXX - College & Prospect\CADD\3 CD\FDP\Civil Consturction Plans\ALB001_D1.0-Drainage.dwg - Mike Shaw - 4/7/2021Init.#Issue / DescriptionDate
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:CIVIL UTILITY PLANS FORALPINE BANK1608 SOUTH COLLEGE AVENUES. COLLEGE AVE. & PROSPECT ROADFORT COLLINS, COLORADO 12/2/2020 1ST PDP SUB MAS
ALB000001
MRB
MAS
04/07/2021