HomeMy WebLinkAbout7-ELEVEN @ COLLEGE & MAGNOLIA - PDP/APU - PDP120026 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSW. MULBERRY ST.
S. COLLEGE AVE.
W. MAGNOLIA ST.
S. MASON ST.
W. OLIVE ST.
SITE
CANYON AVE.
W. MOUNTAIN AVE.
LEGEND:
EM
GM
UTILITY CONSTRUCTION PLANS FOR:
SHEET INDEX
C1.0 COVER SHEET
C2.0 NOTES
C3.0 EXISTING CONDITIONS PLAN
C4.0 GRADING PLAN
C5.0 EROSION CONTROL PLAN
C6.0 EROSION CONTROL DETAILS
C7.0 OVERALL UTILITY PLAN
C8.0 PAVING, SIGNAGE AND STRIPING PLAN
C9.0 - 10.0 PAVING, SIGNAGE AND STRIPING DETAILS
C11.0 HORIZONTAL CONTROL PLAN
C12.0 UTILITY DETAILS
PROJECT CONTACTS:
OWNER/ DEVELOPER/ APPLICANT:
1121 GRANT ST
DENVER, CO, 80203
PH: 720-328-9376
CIVIL ENGINEER:
7853 EAST ARAPAHOE COURT, SUITE 2500
CENTENNIAL, CO 80112
PH: 303-841-9365
FAX: 303-648-5212
ARCHITECT/ LANDSCAPE ARCHITECT:
809 S.W. A STREET, SUITE 201
BENTONVILLE, ARKANSAS 72712
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED
UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY
OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES,
RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF
ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON
THESE PLANS.
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT
ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING
DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE
REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE
FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY
REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY
FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE. C1.0
KJS
KJS
PRIMARY BENCHMARK:
CITY OF FORT COLLINS BENCH 6-00, A 2" ALUMINUM CAP ON A CATCH BASIN AT THE
NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE AVENUE. CITY OF FT.
COLLINS ELEVATION = 4990.68 FEET
SECONDARY BENCHMARK:
NGS BENCH MARK E 136 A STANDARD 3-1/4" BRASS U.S. COAST & GEODETIC BENCH
NOTE: NOTES WERE COPIED FROM THE LARIMER COUNTY URBAN STREET STANDARDS. ONLY THE NOTES THAT APPLY TO THE PROJECT ARE INCLUDED BUT ORIGINAL
NOTE NUMBERS HAVE BEEN PRESERVED.
1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER
COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR
ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY.
2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.
3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF
THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN
THESE PLANS.
4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID
ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE
ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS
AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND
OMISSIONS CONTAINED IN THESE PLANS.
5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER ³'5<´ UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY
STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER.
6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE
DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES.
7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1- 800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR
GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY
CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY
UTILITY CROSSINGS REQUIRED.
9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION.
10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A
TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY
DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES.
11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER.
NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION
MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK.
12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY
SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES.
13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.
14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED
INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES.
15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH,
WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN.
16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE
FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S).
17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND
APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE
RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY
DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT
AGREEMENT.
18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER
RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY
FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT.
19. ALL RECOMMENDATIONS OF THE DRAINAGE REPORT (DRAINAGE REPORT FOR 7-ELEVEN - COLLEGE AND MAGNOLIA, SUBMITTED OCTOBER 10, 2012 BY ROTH ENGINEERING GROUP,
LLC) SHALL BE FOLLOWED AND IMPLEMENTED.
20.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE
MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING.
21.THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE
REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL
ENTITY STREET INSPECTOR.
22.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS
OBTAINED, IF APPLICABLE.
23.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE
TSB
LEGEND:
Know what's
R
CALL 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
C3.0 12
TSB
CURB RAMP
36' CURB
CUT
15'
ESMT
BIKE RACK
EXISTING ROW
EXISTING ROW
TRAFFIC SIGNAL
AND APPURTENANCES
TO REMAIN
EXISTING
FIRE HYDRANT
A A
STEM WALL IS REQURED
AROUND THE ENTIRE
PERIMETER RE STRUCTURAL
BUILDING PERMIT PLANS FOR
ADDITIONAL DETAIL
24' DRIVE
24' DRIVE
EXISTING BUILDING
6.0'
EXISTING
CONCRETE
SIDEWALK
4.9'
EXISTING
CONCRETE
SIDEWALK
SOUTH COLLEGE AVENUE
(140' ROW)
WEST MAGNOLIA STREET
(100' ROW)
ALLEY
(20' ROW)
PROPOSED BUILDING
FFE = 4994.0
49.9' CURB
CUT
3 STEPS @ 6" EACH
2 STEPS @ 6" EACH
TRUNCATED DOMES
RE: PAVING PLAN
REMOVE EXISTING
DRIVE ENTRANCE
4992.16
GB
4992.24
4992.52 4991.58
4992.44 4992.08
4992.65
GB
4993.11
GB
4993.40
4993.06
4992.85 GB
GB
EXISTING ROW
48' X 18'
TSB
4993
4992
4993
6.0'
EXISTING
CONCRETE
SIDEWALK
4.9'
EXISTING
CONCRETE
SIDEWALK
SOUTH COLLEGE AVENUE
(140' ROW)
WEST MAGNOLIA STREET
(100' ROW)
ALLEY
(20' ROW)
15'
ESMT
PROPERTY
LINE
PROPERTY LINE
EXISTING ROW
EXISTING ROW
TRAFFIC SIGNAL
AND APPURTENANCES
TO REMAIN
EXISTING
FIRE
HYDRANT
EXISTING TEL
PEDESTAL
24' DRIVE
24' DRIVE
EXISTING BUILDING
PROPOSED BUILDING
FFE = 4994.0
70 LF
170 LF
130 LF
40 LF
4993
4993
4992
4993
4993
4992
4993
4993
4993
120 LF
190 LF
110 LF
GENERAL NOTES:
1. EROSION CONTROL BEST MANAGEMENT PRACTICES (BMP) SHALL
BE IN ACCORDANCE WITH CURRENT CITY CRITERIA.
2. BMP'S SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CONCRETE WASHOUT AREA
Urban Drainage and Figure C3-2
Flood Control District
Drainage Criteria Manual (V.3)
CWA
PLAN VIEW
SECTION A
DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY
SIGN
BERM
BERM
3:1
3:1 3:1
3:1
8'x8' MIN.
A
SEE VEHICLE TRACKING
CONTROL DETAIL FOR
DESIGN OF PAD
3:1 OR FLATTER
SIDE SLOPES
BERM AROUND PERIMETER
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12"
2'-0" MIN.
12" MIN.
GROUND SURFACE
COMPACTED EMBANKMENT
MATERIAL, TYP.
8'x8' MIN.
5. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION
WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE
4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND
3. VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT.
CONCRETE PLACEMENT ON SITE.
2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY
1. SEE PLAN VIEW FOR LOCATIONS OF CONCRETE WASHOUT AREA
4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT.
JURISDICTION.
DRILL SEED AND CRIMP MULCH OR OTHERWISE STABILIZE IN A MANNER APPROVED BY THE LOCAL
3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL,
OF AT AN APPROVED WASTE SITE.
2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED
NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS
CONCRETE WASHOUT AREA INSTALLATION NOTES
CONCRETE WASHOUT AREA MAINTENANCE NOTES
Urban Drainage and
Flood Control District
Drainage Criteria Manual (V.3)
PLAN
DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY
VTC AT CONSTRUCTION ENTRANCE
SEE VTC DETAIL
PAVED AREA
CONSTRUCTION
SITE ACCESS
STAGING AREA FOR PARKING, STORAGE,
TSB
36' CURB
CUT
BIKE RACK
EXISTING 12" CLAY
STORM SEWER EXISTING WAT
EXISTING WAT
129.57 LF ~ 3/4" SERVICE
TO INSIDE METER
EXISTING
IRRIGATION
15'
ESMT
PROPERTY
LINE
PROPERTY LINE
EXISTING ROW
EXISTING ROW
TRAFFIC SIGNAL
AND APPURTENANCES
TO REMAIN
EXISTING
FIRE HYDRANT
W/ GATE VALVE
EXISTING TEL
PEDESTAL
TO REMAIN
24' DRIVE
24' DRIVE
EXISTING BUILDING
PROPOSED BUILDING
SOUTH COLLEGE AVENUE
(140' ROW)
WEST MAGNOLIA STREET
(100' ROW)
ALLEY
(20' ROW)
4.9'
CONC.
WALK
6'
CONC.
WALK
49.9' CURB
CUT
EXISTING WATER
EXISTING FIBER OPTIC
(TO REMAIN)
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING ELECTRIC LINE
(TO BE REMOVED)
EXISTING LIGHT POLE
(TO BE REMOVED)
67 LF ~ 4" PVC
SANITARY SERVICE
2% MIN SLOPE
CONNECT TO EXISTING 6" CLAY
SANITARY SEWER MAIN
INV = 4984.02
TSB
TYPE 2 CURB RAMP
SEE DETAIL SHEET C9.0
CURB RAMP TYPE 1
SEE DETAIL SHEET C10.0
HANDICAP PARKING AREA
6" FULL DEPTH CONCRETE
1' CHANNEL
SEE DETAIL
SHEET C10.0
ADA PARKING SIGN
INSTALL 12" BEHIND CURB FACE
SEE DETAIL SHEET C10.0
4" WHITE STRIPE
723$5.,1*67$//
@ 24" O.C.
ADA PARKING
STALL MARKING
REFER TO SHEET C10.0
15'
ESMT
PROPERTY
LINE
PROPERTY LINE
EXISTING ROW
EXISTING ROW
TRAFFIC SIGNAL
AND APPURTENANCES
TO REMAIN
EXISTING
FIRE HYDRANT
EXISTING TEL
PEDESTAL
24' DRIVE
24' DRIVE
EXISTING BUILDING
PROPOSED BUILDING
FFE = 4994.0
TRUNCATED DOMES (TYP)
PER LCUUASS DWG. #1607
SEE DETAIL SHEET C9.0
STOP SIGN (R1)
SEE DETAIL SHEET 9.0
STOP SIGN (R1)
SEE DETAIL SHEET 9.0
INVERTED U BICYCLE RACK
SEE DETAIL SHEET C10.0
EXISTING PARKING SIGN
(TO REMAIN)
EXISTING PARKING SIGN
(TO BE REMOVED)
6" CURB WITH CATCH PAN
36' CURB CUT
STANDARD DRIVEWAY
APPROACH TYPE 1
LCUASS DETAIL #706
REFER TO SHEET C9.0
49.7' CURB CUT
STANDARD DRIVEWAY APPROACH
LCUASS DETAIL #707
Know what's
R
CALL 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
C9.0 12
KJS
KJS
18'
9'
FL
8' 9'
4" WHITE STRIPE (TYP)
ADA PARKING SYMBOL
PAINTED WHITE STRIPE
ADA PARKING STALL
RE PLAN
FOR SW WIDTH
TYPE 1 CURB RAMP
SLOPE = 8% (MAX)
(RE PLANS FOR LOCATIONS
AND LENGTH)
TRUNCATED DOMES
2' TYP
THICKENED EDGE WALK
RE: PAVING PLAN
6"
12"
4.5"
1.5"
12"
1/2"
6"
1.5"
12"
1"
1.5"
4.5"
6" 1.5"
12"
6"
1
8"
1' 1'
1"
CONCRETE PAN 6"
1' 9 2
5
1
2"
3' 10 1
4"
10 1
4"
3"
R =
9 3/4"
FINISH GRADE
1 9
10" O.D.
1
25(%$5#
1
4"
LG. (4) PLC's TYP.
11
2" SCH. 40 PIPE
(1 9
TSB
15'
ESMT
PROPERTY
LINE
PROPERTY LINE
TRAFFIC SIGNAL
AND APPURTENANCES
TO REMAIN
EXISTING
FIRE HYDRANT
EXISTING TEL
PEDESTAL
24' DRIVE
EXISTING BUILDING
PROPOSED BUILDING
FFE = 4994.0
5.0'
9.1'
24.0'
18.4'
5.8'
19.0'
6.0' CONCRETE
SIDEWALK
36.0'
CURB CUT
49.9'
CURB CUT
9.5'
10.0'
5.0'
5.6'
17.7'
7.6' 12.2'
4.0'
5.5'
2.8'
20.9'
SOUTH COLLEGE AVENUE
(140' ROW)
WEST MAGNOLIA STREET
(100' ROW)
ALLEY
(20' ROW)
24' DRIVE
17.5'
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
Know what's
R
CALL 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
C12.0 12
KJS
KJS
C1
C2
C3
C4
C6 C5
C7
C8
C9
L14
C10
L15
LINE TABLE
LINE NO.
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
27.21'
14.50'
9.00'
9.12'
45.00'
17.45'
134.12'
6.66'
30.99'
15.00'
107.00'
15.28'
70.61'
17.35'
24.81'
DIRECTION
1
(
1
:
1
(
6
(
1
(
6
(
6
(
6
:
6
(
1
(
6
(
6
:
1
(
6
(
1
(
CURVE TABLE
CURVE NO.
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
LENGTH
4.71'
13.23'
38.81'
15.78'
23.57'
4.71'
3.71'
25.74'
7.28'
11.22'
RADIUS
3.00'
15.00'
44.00'
10.00'
15.00'
3.00'
2.00'
20.00'
10.00'
15.00'
DELTA
Know what's
R
CALL 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
C11.0 12
KJS
KJS
102'[Z
MODEL:
INVERTED U SERIES SU-15-E: (OR APPROVED EQUAL) 1.5 INCH DIA. STEEL PIPE, EMBEDDED MOUNT
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. CONTACT MANUFACTURER FOR CUSTOM COLORS.
10.4'
21'
FL
9'
4" WHITE STRIPE (TYP)
6" DEEP CONCRETE
C-CHANNEL
1'
0.5'
2' 1'
6" VERTICAL CURB WITH
1' SPILL PAN (PRIVATE)
6" VERTICAL CURB WITH 1'
CATCH PAN (PRIVATE)
2' VALLEY PAN (PRIVATE)
SCALE 1" = 2'
ON-SITE PARKING STALL GEOMETRY
AND STRIPING
SCALE 1" = 10'
TYPE 1 HANDICAP RAMP
(PRIVATE)
SCALE 1" = 10'
(NTS)
STOP SIGN
HANDICAP PARKING SIGN DETAIL
SIGN POST PER LCUASS DWG. # 1402.A
R7-8P
BICYCLE RACK
NOT TO SCALE
SIGN DETAILS
NOT TO SCALE
CURB DETAILS
SCALE 1" = 2'
Know what's
R
CALL 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
C10.0 12
KJS
KJS
(NTS)
RAILROAD CROSSING SIGN
38%/,&$1*/('3$5.,1*67$//
GEOMETRY AND STRIPING
SCALE 1" = 10'
1' CONCRETE CHANNEL
(PRIVATE)
SCALE 1" = 2'
REFER TO SHEET C9.0
SOUTH COLLEGE AVENUE
(140' ROW)
WEST MAGNOLIA STREET
(100' ROW)
ALLEY
(20' ROW)
RAILROAD CROSSING SIGN
(TO BE RELOCATED)
RAILROAD CROSSING SIGN (W10-1)
SEE DETAIL SHEET 10.0
R10'
R15'
R15'
R2.5'
R3'
R3'
$1*/('3$5.,1*67$//
SEE TO DETAIL SHEET C10.0
2' VALLEY PAN
SEE DETAIL
SHEET C10.0
1' CHANNEL
SEE DETAIL
SHEET 10.0
17.5'
19'
9'
24.2'
10.4'
9'
18'
9'
8'
3' CONCRETE
WALK
5.4' CONCRETE
WALK
6' CONCRETE
WALK
5.3' CONCRETE
WALK
5' CONCRETE
WALK
DRAINAGE UNDER SIDEWALK
LCUASS DETAIL #709
REFER TO SHEET C9.0
DRAINAGE UNDER SIDEWALK
LCUASS DETAIL #709
REFER TO SHEET C9.0
TRUNCATED DOMES (TYP)
PER LCUUASS DWG. #1607
SEE DETAIL SHEET C9.0
REMOVE EXISTING STRIPING FOR
ONE PARALLEL PARKING SPACE.
ALL OTHER EXISTING PARKING
SPACES TO REMAIN.
6" VERTICAL CURB WITH 1' SPILL PAN
4" VERTICAL CURB WITH 1" CATCH PAN
VERTICAL CURB AND GUTTER, LCUASS DETAIL #701
CONCRETE PAVEMENT SECTION (RE: PLAN AND TABLE ABOVE FOR DETAIL)
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C8.0 12
KJS
KJS
CONNECT TO
EXISTING 8"
WATER LINE
EXISTING LIGHT
POLE (TO REMAIN)
EXISTING 6" CLAY
SANITARY SEWER MAIN
EXISTING
ELECTRIC
LINE
EXISTING
GAS LINE
EXISTING
ELECTRIC LINE
(TO REMAIN)
EXISTING
ELECTRIC LINE
(TO REMAIN)
EXISTING LIGHT POLE
AND ELECT. BOX
(TO BE RELOCATED)
RELOCATED EXISTING LIGHT POLE
AND ELECTRIC BOX . CONTRACTOR TO
CONFIRM ALIGNMENT WITH CITY OF
FORT COLLINS ELECTRIC PRIOR TO
CONSTRUCTION.
WATER
METER
CURB
STOP
DETENTION POND
OUTLET PIPE
4.7LF ~ 4" PVC @ 0.5%
INV IN = 4991.36
INV OUT = 4991. 33
PARKING LOT
DETENTION POND
LIMIT OF
DETENTION POND
ELEV = 4992.33
GENERAL NOTES:
1. EXISTING SERVICE CONNECTIONS (WATER AND SANITARY SEWER) CONDITIONS SHALL
BE EVALUATED BY THE ENGINEER. IF EXISTING PIPE CONDITIONS ARE NOT
ACCEPTABLE, CONTRACTOR SHALL CONSTRUCT A NEW SERVICE TO THE MAIN LINE,
INCLUDING A MAINLINE CONNECTION IF APPLICABLE), IN ACCORDANCE WITH CITY
CRITERIA.
2. REFER TO BUILDING MECHANICAL PLANS FOR SERVICE LINE DETAILS WITHIN 5' OF
BUILDING.
3. BEDDING, BACKFILL, SOIL COMPACTION AND PAVING SECTIONS SHALL BE IN
ACCORDANCE WITH CITY CRITERIA AND GEOTECHNICAL REPORT RECOMMENDATIONS.
4. EXISTING UTILITIES ARE BASED UPON BEST AVAILABLE INFORMATION AND MAY NOT
ACCURATELY DEPICT THE ACTUAL HORIZONTAL OR VERTICAL LOCATIONS. THE
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF
ANY DISCREPANCY, PRIOR TO CONSTRUCTION.
5. SITE IMPROVEMENTS THAT ARE TO BE REMOVED AS PART OF THE SITE DEMO TO
PREPARE FOR THE PROPOSED DEVELOPMENT ARE NOT SHOWN ON THIS PLAN FOR
CLARITY.
6. COORDINATES ARE TO THE CENTER OF STRUCTURE,
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C7.0 12
KJS
KJS
LOADING AND UNLOADING STABILIZED WITH
3" MIN. GRANULAR MATERIAL (GRAVEL OR
CLEAN RECYCLED CONCRETE)
12" MIN. THICKNESS
1. SEE PLAN VIEW FOR GENERAL LOCATION OF STAGING AREA. CONTRACTOR MAY MODIFY LOCATION AND SIZE OF
STABILIZED STAGING AREA WITH APPROVAL FROM LOCAL JURISDICTION.
2. STABILIZED STAGING AREA SHALL BE LARGE ENOUGH TO FULLY CONTAIN PARKING, STORAGE, AND UNLOADING AND
LOADING OPERATIONS.
3. IF REQUIRED BY THE LOCAL JURISDICTION, SITE ACCESS ROADS SHALL BE STABILIZED IN THE SAME MANNER AS THE
STAGING AREA.
4. STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS ON THE SITE.
5. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM OF 3" OF GRANULAR MATERIAL (GRAVEL OR CLEAN
RECYCLED CONCRETE).
STABILIZED STAGING AREA INSTALLATION NOTES
STABILIZED STAGING AREA MAINTENANCE NOTES
1. THE SWMP MANAGER SHALL INSPECT THE STABILIZED STAGING AREA WEEKLY, DURING AND AFTER ANY STORM EVENT AND
MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
2. SWMP MANAGER SHALL PROVIDE ADDITIONAL THICKNESS OF GRANULAR MATERIAL IF ANY RUTTING OCCURS OR
UNDERLYING SUBGRADE BECOMES EXPOSED.
3. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING AND
LOADING OPERATIONS.
4. ANY ACCUMULATED DIRT OR MUD SHALL BE REMOVED FROM THE SURFACE OF THE STABILIZED STAGING AREA.
5. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE
REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA TOPSOILED, DRILL SEEDED AND
CRIMP MULCHED OR OTHERWISE STABILIZED.
SSA
CDOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6"
INSTALL ROCK FLUSH WITH OR BELOW (MINUS) ROCK, OR RECYCLED CONRETE = 6" (MINUS) ROCK
TOP OF PAVEMENT
VTC
DETAILS BASED ON THOSE PROVIDED BY THE CITY OF BROOMFIELD, COLORADO
URBAN DRAINAGE AND
FLOOD CONTROL DISTRICT
DRAINAGE CRITERIA MANUAL (V.3)
Figure C5-1
TEMPORARY VEHICLE TRACKING CONTROL
NOTES:
1) Socks will be used upgradient of inlet perpendicular to and flush with curb.
2) No less than two 10-inch diameter socks must be used in sequence, spaced no more than
24.0"
10.0 "
1/4-inch mesh
3/4-inch gravel
24.0"
4.0"
FLOW
VARIES
SEE NOTE 2 BELOW
INLET
Detail 2
Detail 1
five feet apart, upgradient of inlet.
No less than six socks shall be used if the 4-inch sock is used, also spaced
at no more than 5 feet apart.
OR
or burlap
4.0"
Inlet Protection- Curb Sock
Figure C5-23
3/4-inch gravel
or burlap
1/4-inch mesh
3) Incline at 30 degrees from perpendicular, opposite the direction of flow (see Detail 2).
Details based on those provided to District by City of Lakewood, Colorado
4) Erosion control measures shall be maintained at all times as directed by the local jurisdiction.
CS
10.0 "
Curb Face
FLOW
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C6.0 12
KJS
KJS
NOTE:
STANDARD INLET
PROTECTION TO BE
MODIFIED TO PROVIDE
PROTECTION FOR AN
OUTLET PIPE.
OUTLET PIPE OR
OR OUTLET PIPE
URBAN DRAINAGE AND FLOOD CONTROL DISTRICT'S STORM
DRAINAGE CRITERIA MANUAL, VOLUME III IF NOT SPECIFICALLY
PRESCRIBED IN THE CURRENT CITY CRITERIA.
3. REFER TO LANDSCAPE PLAN FOR FINAL REVEGETATION
REQUIREMENTS.
EROSION CONTROL SEQUENCING
1. PRIOR TO ANY LAND DISTRUBING CONSTRUCTION
CONSTRUCT THE FOLLOWING PERIMETER BMP'S
x SILT FENCE
x CURB SOCKS
2. IMMEDIATELY AFTER REMOVAL OF PAVED SURFACES AND PRIOR TO ANY GRADING
OPERATIONS INTALL THE FOLLOWING BMP'S
x VEHICLE TRACKING CONTROL
x SEDIMENT TRAP
3. AS CONSTRUCTION PROGRESSES THE FOLLOWING BMP'S SHALL BE INSTALLED AS INDICATED.
x CONCRETE WASH OUT - PRIOR TO ANY CONCRETE BEING DELIVERED TO SITE OR MIXED ON SITE.
x STABILIZED STAGING AREA - PRIOR TO ANY MATERIALS BEING DELIVERED TO OR ST0RED ON
SITE.
4. ADDITIONAL BMP'S SHALL BE INSTALLED BY THE CONTRACTOR AT THE REQUEST OF THE
ENGINEER OR CITY INSPECTOR OR AS NEEDED TO PREVENT EROSION AND SEDIMENT
TRANSPORT. THE CONTRACTOR SHALL HAVE A PERSON ONSITE OR INSPECTING THE PROJECT
THAT IS TRAINED IN STORMWATER MANAGEMENT AND POLLUTION PREVENTION OF
CONSTRUCTION SITES.
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MEMBER UTILITIES.
C5.0 12
KJS
KJS
4992.68
4991.97 GB
4992.33 HP
4991.60
LP
4991.92
4993.48 4993.55
4993.22 4993.24
4993
4993
4992
4993
4993
4992
4994.00 FF
4993.46
SW
4993.13
SW 4994.00 FF
4994.00 FF
4994.00
4994.00 FF
4993.87
4994.00 FF 4994.00 FF
4992.81 SW
4992.36 SW
4992.37 SW
4992.12 ME
4992.11 ME
4992.86 SW
4993.90 SW
4993.90 SW
4992.80
SW
4993.60 TS
4992.31
BOS
4993.60
TS
4992.34
BOS
4993.76 TS
4993.76
TS
4992.60 BOS
4992.61
BOS
4993.81
4993.74
4993.16
SW
4992.53
HP
2.20%
2.52%
2.01%
2.62%
2.08%
1.13%
1.99%
0.00%
2.00%
4.59%
2.00%
0.75%
3.33%
8.74%
8.11%
11.13%
7.84%
1.00%
0.50%
12.75%
1.27%
1.75%
0.50%
0.72%
12.04%
22.77%
2.55%
2.45%
3.43%
4.26% 5.00%
2.50%
2.35%
5.00%
6.28%
0.85%
1.15%
2.66%
7.00%
5.00%
4993.90
TBC
4993.40
4993.89
TBC
CITY FLOOD
FRINGE
CITY FLOOD
FRINGE
4992.75
4992.72
4992.59
4992.63
4990.88
4991.83
4993.36
GB
DRAINAGE UNDER SIDEWALK
WITH TREAD PLATE
RE: PAVING PLAN
EXISTING TEL
PEDESTAL
PROPERTY
LINE
3 STEPS @ 5" EACH
TRUNCATED
DOMES
RE: PAVING PLAN
PROPERTY LINE
4993.22
HP
4993.16 4992.21
4991.69
4991.64
4992.32
4992.36
4991.79
4991.76
2.00%
5.01%
4.89%
4992.13 GB
4992.03 GB 4991.87 GB
4992.39 GB
2.00% 3.00%
DRAINAGE UNDER SIDEWALK 4992.08
WITH TREAD PLATE
RE: PAVING PLAN
TRUNCATED DOMES
RE: PAVING PLAN
B B
TYPE 1 HANDICAP RAMP
RE: PAVING DETAILS
BLOCK RETAINING WALL
TOP OF WALL = 4992.35
MATCH EXISTING GRADES
AT PROPERTY LINE
PARKING LOT
DETENTION POND
2.73%
4991.36
POND
OUTLET
4991.27
0.51%
4991.60 FL
0.5% 4991.66 FL
4991.74 FL
0.5%
R15.0'
R10.0'
CITY DEFINED BASE
FLOOD ELEVATION (BFE)
BFE = 4992
CITY DEFINED FLOODWAY
CROSS SECTION #346
CITY DEFINED FLOODWAY
CROSS SECTION #1929
CITY DEFINED FLOODWAY
CROSS SECTION #2068
C C
CITY FLOODWAY
6" DEEP CONCRETE
C-CHANNEL
1'
0.5'
2' 1'
1' 1'
1"
CONCRETE 6"
VALLEY PAN
0.25'
VALLEY PAN
4" PVC
OUTLET PIPE
INV = 4991.36
TOP OF WALL
ELEV = 4992.35
DETENTION OUTLET
ORIFICE PLATE
0.5'
1'
GENERAL NOTES:
1. SPOT ELEVATIONS ARE AT FLOW LINE UNLESS OTHERWISE INDICATED. ALL ELEVATIONS
AND CONTOURS REPRESENT FINISH GRADE, UNLESS OTHERWISE INDICATED.
2. BEDDING, BACKFILL, SOIL COMPACTION AND PAVING SECTIONS SHALL BE IN ACCORDANCE
WITH CITY CRITERIA AND THE FINAL GEOTECHNICAL REPORT FOR THE PROPOSED SITE.
3. ALL CURB ONSITE IS 6" VERTICAL CURB AND GUTTER WITH A ONE FOOT PAN, UNLESS
INDICATED ALL CURB IN THE RIGHT OF WAY IS 6" VERTICAL CURB AND GUTTER WITH A
TWO FOOT PAN.
4. FINISH GRADE ADJACENT TO THE BUILDING SHALL SLOPE AWAY AT A MINIMUM OF 1-FOOT
(VERTICAL) PER 10-FEET (HORIZONTAL) FOR LANDSCAPED AREAS AND 1-FOOT (VERTICAL)
PER 50-FEET (HORIZONTAL) FOR PAVED SURFACES WITHIN 10 FEET OF STRUCTURE.
5. SEE SHEETS C9.0 FOR PAVING PLAN AND ADDITIONAL CONSTRUCTION DETAILS.
6. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY
RULES AND REGULATIONS.
7. EXISTING UTILITIES ARE BASED UPON BEST AVAILABLE INFORMATION AND MAY NOT
ACCURATELY DEPICT THE ACTUAL HORIZONTAL OR VERTICAL LOCATIONS. THE
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY
DISCREPANCY, PRIOR TO CONSTRUCTION .
SECTION AA
SCALE 1" =2'
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C4.0 12
KJS
KJS
SECTION BB
SCALE 1" =2'
FLOODPLAIN NOTES:
1. PORTIONS OF THIS PROJECT ARE LOCATED WITHIN A CITY
REGULATED FLOODPLAIN AND FLOODWAY FOR THE OLD
TOWN BASIN AND MUST COMPLY WITH CHAPTER 10 OF
CITY CODE.
2. ALL WORK PROPOSED WITHIN THE CITY REGULATORY
FLODPLAIN AND FLOODWAY MUST BE PRECEDED BY AN
APPROVED FLOODPLAIN USE PERMIT.
3. NO-RISE CONSTRUCTION IS REQUIRED FOR ALL SITE
WORK WITHIN THE FLOODWAY. PRE-CERTIFICATION OF
NO-RISE IS REQUIRED FOR AS-BUILT CONDITIONS.
4. STORAGE OF MATERIALS OR EQUIPMENT, EITHER
TEMPORARY OR PERMANENT, IS NOT ALLOWED WITHIN
THE FLOODWAY.
FLOODPLAIN TO BE MODIFIED BY SEPARATE FLOODPLAIN
MODIFICATION PROCESS.
SECTION CC
POND OUTLET
SCALE 1" =2'
DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS -
221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL
ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER'S
ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION.
24.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT}OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS
COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE
RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE
THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A
LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT.
PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT.
25.THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT
ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL
ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE
LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS.
26.ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE
PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY
LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS.
29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE
REMOVAL REQUIRING A PERMIT.
30.THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.
REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING.
31.THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY,
COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR
PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES.
32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS
DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE
CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED.
33.THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S
LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND
FROM THE DEVELOPMENT.
34.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES
ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY.
35.THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS,
OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE.
36.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR
CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.
37.THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A
COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB.
38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE
DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY.
39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE
LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER.
40.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE
BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS:
PRIMARY BENCHMARK:
CITY OF FORT COLLINS BENCHMARK 6-00, A 2" ALUMINUM CAP ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE AVENUE.
CITY OF FORT COLLINS ELEVATION = 4990.68 FEET.
SECONDARY BENCHMARK:
NGS BENCH MARK E 136 A STANDARD 3-1/4" BRASS U.S. COAST & GEODETIC BENCH MARK DISK STAMPED "E 136 1934" SET VERTICALLY IN THE EAST FACE OF BUILDING NEAR THE SOUTHWEST
CORNER OF COLLEGE AVENUE AND OAK STREET, CITY OF FT. COLLINS PUBLISHED ELEVATION = 4992.21 FEET.
BASIS OF BEARINGS: BEARINGS SHOWN ON THIS PLAN ARE BASED ON THE ASSUMPTION THAT THE 7' OFFSET LINE TO THE WEST RIGHT-OF-WAY LINE OF COLLEGE AVENUE
%(7:((10$*12/,$675((7$1'2/,9(675((7%($561
(
16. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING,
STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE
DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
17. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET
CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE
LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN
ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED.
THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE
MADE.
18. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION,
OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS.
19. 67$1'$5'+$1',&$35$036$5(72%(&216758&7('$7$//&85%5(78516$1'$7$//³7´,17(56(&7,216
20.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS
FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE.
21.APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT).
GRADING AND EROSION AND SEDIMENT CONTROL NOTES
1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE.
2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS.
3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL
MEASURES SHALL BE INSTALLED AT
THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE
WIND BLOWN SEDIMENT. THE
DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN.
5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE
CONSTRUCTION OPERATIONS, AND FOR
THE SHORTEST PRACTICAL PERIOD OF TIME.
6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING
ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS}OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN
THIRTY (30) DAYS BEFORE
REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY.
7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL:
A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE
OF THEIR INTENDED FUNCTION.
B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR.
C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR.
8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND
OTHER PUBLIC FACILITIES.
9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY.
10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF
THE UNITED STATES.
11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING.
ANY SOIL STOCKPILE REMAINING AFTER
THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED.
12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO
THE LOCAL ENTITY OR
HOMEOWNERS ASSOCIATION (HOA).
13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION
SITES. POLLUTANTS INCLUDE,
BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER
MEASURES ARE NECESSARY TO
ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET
AWAY FROM ANY WATERWAY DURING
CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED.
15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY
STABILIZED, AS DETERMINED BY
THE EROSION CONTROL INSPECTOR:
A. BELOW ALL GUTTER DOWNSPOUTS. B. OUT TO DRAINAGE SWALES. C. ALONG LOT PERIMETER. D. OTHER LOCATIONS, IF NEEDED.
16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY,
AS DIRECTED BY THE CITY/COUNTY.
17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS,
I.E. STONE, DIRT, ETC. SHALL BE
PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES.
STREET IMPROVEMENTS NOTES
1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE.
2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY,
(FULL DEPTH ASPHALT SECTIONS ARE
NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT.
3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT.
THE DEVELOPER SHALL BE REQUIRED TO
REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN LOVELAND.
4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED
BY THE LOCAL ENTITY ENGINEER.
5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED.
6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED
BY THE INSPECTOR BEFORE ANY
CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION
OF NEED FOR A
COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY
WORK.
7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT
TRAFFIC CONTROL PLAN.
8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 1/4 INCH
DEEP OR 5 FEET LONGITUDINALLY, OF
WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY.
9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON
THE SUBGRADE AND BASE MATERIAL (WHEN
A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW
OF NOT LESS THAN 50,000 LBS. AND A
6,1*/($;/(:(,*+72)$7/($67/%6:,7+31(80$7,&7,5(6,1)/$7('72127/(667+$7 36,*³3522)52//´9(+,&/(66+$//12775$9(/$763(('6*5($7(57+$103+$1<3257,212)7+(68%*5$'(25%$6(0$7(5,$/:+,&+
EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL
ENTITY ENGINEER SHALL BE
127,),('$7/($67+285635,25727+(³3522)52//´$//³3522)52//6´6+$//%(35()250(',17+(35(6(1&(2)$1,163(&725
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES FOR THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT.
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL
BE APPROVED BY THE LOCAL
ENTITY TRAFFIC ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY TRAFFIC ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST
BE CORRECTED BEFORE THE 2-YEAR
WARRANTY PERIOD WILL BEGIN.
12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY TRAFFIC ENGINEER RESERVES THE
RIGHT TO REQUIRE ADDITIONAL SIGNAGE
AND/OR STRIPING IF THE LOCAL ENTITY TRAFFIC ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND
STRIPING SHALL FALL UNDER THE
REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).
STORM DRAINAGE NOTES
1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE
THE RESPONSIBILITY OF THE PROPERTY
OWNER(S).
2. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE
STORMWATER UTILITY DEPARTMENT.
CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES,
CERTIFICATION SHALL BY
SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
WATERLINE NOTE
1. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.
Know what's
R
CALL 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
C2.0 12
KJS
KJS
MARK DISK STAMPED "E 136 1934" SET VERTICALLY IN THE EAST FACE OF BUILDING NEAR
THE SOUTHWEST CORNER OF COLLEGE AVENUE AND OAK STREET, CITY OF FT. COLLINS
PUBLISHED ELEVATION = 4992.21 FEET.
OWNER::
WELLS FARGO BANK, N.A.
MAC C7300-120
1740 BROADWAY
DENVER, CO 80274
LANDSCAPE ARCHITECT:
RUSSELL MILLS STUDIOS
141 S. COLLEGE AVENUE, SUITE 104
FORT COLLINS, CO 80524
PH: 970-484-8855
Know what's
R
CALL 2-BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES.
12