HomeMy WebLinkAboutTHE LEARNING EXPERIENCE @ MIRAMONT OFFICE PARK - PDP130023 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSC0.0
AKD
1" = 20'
n/a
COVER AND NOTES SHEET
I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C0.0-12026 Utility Plans Cover Sheet.dwg tab: 1 C0.0-12026 Utility Plans Cover Sheet - Layout1
Jul 15, 2013 - 4:24pm adoll
SHEET
DRAWN
CHECKED
APPROVED
PROJECT NO.
HORZ. SCALE
VERT. SCALE
DATE NO. NOTES
THE LEARNING EXPERIENCE
AT MIRAMONT OFFICE PARK
MDC
MDC
12026
07.12.2013 1 1ST SUBMITTAL
UTILITY PLANS FOR
THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK
LOT 3 WITHIN THE MIRAMONT OFFICE PARK PUD
A PLANNED UNIT DEVELOPMENT IN THE CITY OF FORT COLLINS
COUNTY OF LARIMER, STATE OF COLORADO
JUNE 2013
PROJECT TEAM:
REDLAND
8000 LINCOLN STREET, SUITE 206
LITTLETON, COLORADO 80122
720.283.6783
CONTACT: MARK CEVAAL, P.E.
EMAIL: MCEVAAL@REDLAND.COM
BRITINA DESIGN GROUP
7600 GRANDVIEW AVE., SUITE 210
ARVADA, COLORADO 80002
303.556.2887
CONTACT: CHRIS COOPER
LIMA ARCHITECTS
4855 TECHNOLOGY WAY, SUITE 200
BOCA RATON, FLORIDA 33431
561.886.6400
CONTACT: OCTAVIO LIMA
RUBENSTEIN REAL ESTATE
C\O LEGEND RETAIL GROUP
5150 E. YALE CIRCLE, SUITE 400
DENVER, COLORADO 80222
720.529.2881
CONTACT: ADAM RUBENSTEIN
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION
C0.0 COVER AND NOTES SHEET
C1.0 OVERALL UTILITY PLAN
C2.0 GRADING & DRAINAGE PLAN
C3.0 EROSION CONTROL PLAN
C4.0 DETIALS
BASIS OF BEARINGS
THE NORTH LINE OF THE NORTHEAST QUARTER OF
SECTION 1 TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE
I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C1.0-12026 Overall UTILITY Plan.dwg tab: 2 C1.0-12026 Overall UTILITY Plan - C3.0 UTILITY
Jul 15, 2013 - 4:24pm adoll
SHEET
DRAWN
CHECKED
APPROVED
PROJECT NO.
HORZ. SCALE
VERT. SCALE
DATE NO. NOTES
THE LEARNING EXPERIENCE
AT MIRAMONT OFFICE PARK
MDC
MDC
12026
07.12.2013 1 1ST SUBMITTAL
C1.0
AKD
N/A
N/A
OVERALL UTLITY PLAN
0
SCALE: 1" =
10 20 40
20'
APPROVED:
CITY OF FORT COLLINS
NOTE:
ALL STORM SEWER IS PRIVATE
0
SCALE: 1" =
15 30 60
30'
C2.0
1" = 20'
n/a
GRADING & DRAINAGE PLAN
I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C2.0 12026 Grading and Drainage Plan.dwg tab: 3 C2.0 12026 Grading and Drainage Plan - Layout1
Jul 15, 2013 - 4:24pm adoll
SHEET
DRAWN
CHECKED
APPROVED
PROJECT NO.
HORZ. SCALE
VERT. SCALE
DATE NO. NOTES
THE LEARNING EXPERIENCE
AT MIRAMONT OFFICE PARK
MDC
MDC
12026
07.12.2013 1 1ST SUBMITTAL
BASIS OF BEARINGS
THE NORTH LINE OF THE NORTHEAST QUARTER OF
SECTION 1 TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE
SIXTH PRINCIPAL MERIDIAN IS CONSIDERED TO BEAR
1257+
($67
BENCHMARK
NGS CONTROL POINT Y402 BEING A STAINLESS STEEL
ROD IN A RANGE BOX ON EAST SIDE OF HIGHWAY 287,
6287+25+$5021<52$'
PUBLISHED ELEVATION 5018.96 (NAVD88)
BASIN A= 3.65 AC
APPROVED:
CITY OF FORT COLLINS
TYPICAL DETAIL
LANDSCAPE WALL
NOT TO SCALE
VARIES
FROM
0.40' TO 4.95'
HIGH
11"
SEGMENTED BLOCK
RETAINING WALL
8" x 18" SPLIT FACE BLOCK
COLOR: TAN
SLOPE VARIES
VARIES WITH WALL HEIGHT
AND BATTER
SLOPE VARIES
NOTE:
1. FOR REVEGETATION DETAILS, SEE LANDSCAPE PLANS.
0
SCALE: 1" =
10 20 40
20'
C3.0
AKD
1" = 20'
n/a
EROSION CONTROL PLAN
I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C3.0-12026 Erosion Control Plan.dwg tab: 4 C3.0-12026 Erosion Control Plan - EC1 EROSION
CONTROL PLAN Jul 15, 2013 - 4:25pm adoll
SHEET
DRAWN
CHECKED
APPROVED
PROJECT NO.
HORZ. SCALE
VERT. SCALE
DATE NO. NOTES
THE LEARNING EXPERIENCE
AT MIRAMONT OFFICE PARK
MDC
MDC
12026
07.12.2013 1 1ST SUBMITTAL
DISTURBED AREA= 0.84 AC
APPROVED:
CITY OF FORT COLLINS
I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C4.0-12026 Pond Details.dwg tab: 5 C4.0-12026 DETAILS Jul 15, 2013 - 4:25pm adoll
SHEET
DRAWN
CHECKED
APPROVED
PROJECT NO.
HORZ. SCALE
VERT. SCALE
DATE NO. NOTES
THE LEARNING EXPERIENCE
AT MIRAMONT OFFICE PARK
MDC
MDC
12026
07.12.2013 1 1ST SUBMITTAL
C4.0
AKD
AS SHOWN
n/a
DETAILS
100 YR WSEL: 5002.59
FREEBOARD: 5003.59
12" RCP
WATER QUALITY
ORIFICE PLATE
C8X18.75 AMERICAN STANDARD
STRUCTURAL STEEL CHANNEL.
TRASH RACK ATTACHED BY WELDING
NO. 93 JOHNSON VEE
WIRE STAINLESS
STEEL WELL SCREEN
WING-WALL
TRASH RACK TO BE A STAINLESS
STEEL WELL SCREEN WITH 60% OPEN AREA.
12" WIDE x 56.6" HIGH
ORIFICE PLATE
6" CLASS 0.25
D CONCRETE
WQCV WSEL: 4999.00
OUTLET STRUCTURE
SECTION A-A
N.T.S.
BOTTOM OF CONCRETE
EL: 4997.37
INV. OUT=4997.34
CLOSE MESH TYPE 'C'
INLET GRATE
POND - OUTLET STRUCTURE PLAN VIEW
1"=4'
10 YR WSEL: 5000.60
TRASH RACK ATTACHED
BY INTERMITTANT
WELDING ALL AROUND
6"
Min.
12"
STEEL PERFORATED
FLOW CONTROL
PLATE
Flow
SECTION B-B - PLAN VIEW
N.T.S.
STAINLESS STEEL BOLTS
OR INTERMITTANT WELDS,
TRASH RACK DETAIL
N.T.S.
WATER QUALITY ORIFICE
PLATE DETAIL
N.T.S.
4" O.C.
BOLT 12"
O.C. MAX.
BOTTOM OF
BASE EL: 4997.37
2" NEOPRENE GASKET
AROUND CONCRETE
OPENING TO CREATE
A WATER-TIGHT SEAL
BETWEEN THE ORIFICE
PLATE AND CONCRETE
WALL
WQCV WSEL: 4999.00 12"
25,),&(
5 HOLES
9/16" DIA.
NOTE: TRASH RACK TO BE A STAINLESS
STEEL WELL SCREEN WITH 60% OPEN AREA.
12" WIDE x 56.6" HIGH
1.63'
STRUCTURAL STEEL CHANNEL
FORMED INTO CONCRETE.
C8X18.75 AMERICAN STANDARD
STRUCTURAL STEEL CHANNEL
FORMED INTO CONCRETE BOTTOM
AND SIDES OF OPENING
W/TRASH RACK ATTACHED
BY INTERMITTANT WELDS.
WELL-SCREEN FRAME
ATTACHED TO CHANNEL
BY INTERMITTANT WELDS
TOP EL: 4997.68
FL: 4997.48
SIXTH PRINCIPAL MERIDIAN IS CONSIDERED TO BEAR
1257+
($67
BENCHMARK
NGS CONTROL POINT Y402 BEING A STAINLESS STEEL
ROD IN A RANGE BOX ON EAST SIDE OF HIGHWAY 287,
6287+25+$5021<52$'
PUBLISHED ELEVATION 5018.96 (NAVD88)
EROSION CONTROL GENERAL NOTES:
1) THE CITY STORMWATER DEPARTMENT EROSION CONTROL
INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2) ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL
OF REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT
THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS
INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION
PLANS, AND EROSION CONTROL REPORT.
3) PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND
RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF
EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED
FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE
SHORTEST PRACTICAL PERIOD OF TIME.
4) 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 IS 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 STORMWATER DEPARTMENT.
5) THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES
DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE
IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS
ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING
DEPARTMENT.
6) ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES
MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN
ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED
FUNCTION. 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 DRAINAGEWAY.
7) 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 30 DAYS
SHALL BE SEEDED AND MULCHED.
8) CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR
DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS
BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL
SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
GENERAL LOCATION MAP
1"=2000'
LOCATED WITHIN MCCLELLANDS DRAINAGE BASIN
SITE
HARMONY RD
BOARDWALK
DRIVE
COLLEGE AVE.
OAK
RIDGE
DR
McCLELLAND'S
BASIN
BOUNDARY
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.
MARK D. CEVAAL, P.E.
COLORADO LICENSE NO. 33123
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.
APPROVED:
CITY OF FORT COLLINS
REDLAND GENERAL NOTES
1.
THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
SAFEGUARDING
THE
PROJECT
BENCHMARK
AND
OTHER
SURVEY
MONUMENTS
AND
SHALL
HAVE A
REGISTERED
LAND
SURVEYOR
TIE OUT
AND
RESET
ANY
PROPERTY
CORNERS
OR
SECTION
CORNERS
PLANNED
TO BE DISTURBED
BY
CONSTRUCTION
OF
THIS
PROJECT.
THE
CONTRACTOR
SHALL
ALSO
BE
RESPONSIBLE
FOR
ANY
INADVERTENTLY
DISTURBED
OR
DAMAGED
MONUMENTS
AND SHALL
HAVE THEM
REESTABLISHED AND REPLACED BY A REGISTERED LAND SURVEYOR.
2. THE
CONTRACTOR
SHALL
COMPLY,
AND
PERFORM
WORK
IN
ACCORDANCE,
WITH
THE
REQUIREMENTS
OF
THE
GEOTECHNICAL (SOILS) REPORT PREPARED FOR THIS PROJECT.
3.
THE
CONTRACTOR
SHALL
MAINTAIN
AT
LEAST
ONE
(1)
SET OF
³5('/,1('´
PRINTS
OF THE
CONSTRUCTION
PLANS.
THE
³5('/,1('´
PRINTS
SHALL
BE KEPT
CURRENT
TO
ACCURATELY
REPRESENT
THE
DIMENSIONS
AND
LOCATIONS
OF
ALL
WORK
PERFORMED
BY
THE
CONTRACTOR.
THE
CONTRACTOR
MUST
PRESENT
THE
³5('/,1('´
PRINTS
TO
THE ENGINEER (REDLAND) TIMELY UPON COMPLETION OF EACH PHASE OF THE WORK.
4. THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
PROMPTLY NOTIFYING
THE
ENGINEER
OF ANY
PROBLEMS
OR
POTENTIAL
PROBLEMS
IN
CONFORMING
TO
THE
DESIGN
LINE
AND
GRADE
FOR
ANY
ELEMENT
OF THE
CONSTRUCTION.
PRIOR TO
CONSTRUCTION,
THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
PROMPTLY
NOTIFYING THE ENGINEER OF SITE CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE APPROVED PLANS.
5.
IN THE
EVENT
THE
CONTRACTOR
ALLOWS,
AUTHORIZES,
APPROVES
OR
CONSTRUCTS
ITEMS
THAT
DIFFER
FROM
THE
APPROVED
PLANS,
SPECIFICATIONS
OR
OTHER
CONTRACT
DOCUMENTS,
WITHOUT
WRITTEN
APPROVAL
BY
THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LIABILITY ARISING FROM SUCH CHANGES.
6. THE
CONTRACTOR
SHALL
PERFORM
ALL
WORK
ACCORDING
TO
ALL
CITY,
COUNTY,
STATE
AND
FEDERAL SAFETY
AND
HEALTH
REGULATIONS.
IN
PARTICULAR,
THE
TRENCHING
AND
OPEN
EXCAVATION
OPERATIONS
SHALL
COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS.
7.
THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
PROVIDING
SAFEGUARDS,
SAFETY
DEVICES,
PROTECTIVE
EQUIPMENT,
AND
ANY
OTHER
NEEDED
ACTION
TO
PROTECT
THE
LIFE,
HEALTH
AND
SAFETY
OF THE
PUBLIC
AND
TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR.
8.
THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
THE
JOB
SITE
CONDITIONS
THROUGHOUT
THE
DURATION
OF
CONSTRUCTION,
INCLUDING
SAFETY
OF ALL
PERSONS
AND
PROTECTION
OF
PROPERTY.
THIS
REQUIREMENT
SHALL
APPLY
CONTINUOUSLY
AND
NOT
BE
LIMITED
ONLY TO
WORKING
HOURS.
THE
CONTRACTOR
SHALL
DEFEND
INDEMNIFY
AND
HOLD
THE
OWNER,
THE
ENGINEER
AND THE
GOVERNING
JURISDICTION
HARMLESS
FOR
ANY AND
ALL
LIABILITY,
IN
CONNECTION
WITH
THE
PERFORMANCE
OF
WORK,
EXCEPT
FOR
LIABILITY
ARISING
FROM
THE
SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER OR THE GOVERNING JURISDICTION.
9.
THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
PROVIDING
SAFE,
PASSABLE
ACCESS
TO
PRIVATE
PROPERTIES
ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.
10.
THE
TYPE,
SIZE,
LOCATION, AND
NUMBER
OF
UNDERGROUND
UTILITIES
ARE
APPROXIMATE
WHERE
SHOWN
ON
THE
PLANS
AND
WERE
TAKEN
FROM
RECORDS
OF THE
CONTROLLING
AGENCIES
AND/OR
FROM
MARKINGS
IN THE
FIELD BY AN
AGENCY
AND/OR
UTILITY
LOCATING
CONTRACTOR.
THE
ENGINEER
ASSUMES
NO
RESPONSIBILITY
FOR
THEIR
COMPLETENESS
OR
ACCURACY.
IT
SHALL BE THE
RESPONSIBILITY
OF THE
CONTRACTOR
TO
VERIFY
THE
EXISTENCE
AND
LOCATION OF ALL
UNDERGROUND
UTILITIES
ALONG
THE
ROUTE
OF
THE
WORK
AND
PARTICIPATE IN THE RESOLUTION OF ANY CONFLICTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
11.
THE
CONTRACTOR
SHALL
CONTACT
THE
UTILITY
NOTIFICATION
CENTER
OF
COLORADO
FOR
THE
LOCATION
OF
UNDERGROUND
GAS,
ELECTRIC
AND
COMMUNICATION
UTILITIES
AT
LEAST
48 HOURS
PRIOR
TO
CONSTRUCTION
(CALL
811
OR
1-800-922-1987).
THE
CONTRACTOR
SHALL
ALSO
NOTIFY
OTHER
APPLICABLE
UTILITY
COMPANIES
TO
OBTAIN FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
12. THE
CONTRACTOR
SHALL
CONTACT
ALL
UTILITY
COMPANIES
TO
COORDINATE
SCHEDULES
PRIOR TO
THE
COMMENCEMENT
OF
CONSTRUCTION
AND
SHALL
BE
RESPONSIBLE
FOR
COORDINATION
OF
ALL
NECESSARY
UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY.
13.
TEMPORARY
EROSION
CONTROL
MEASURES
SHALL
BE
PROVIDED
BY THE
CONTRACTOR
DURING
CONSTRUCTION
AS
IDENTIFIED
IN
THE
EROSION
CONTROL
AND/OR
STORMWATER
MANAGEMENT
PLANS.
MAINTENANCE
OF
ONSITE
DRAINAGE
AND
EROSION
CONTROL
FACILITIES
DURING
CONSTRUCTION
SHALL
BE
THE
RESPONSIBILITY
OF
THE
CONTRACTOR.
THE
REMOVAL
OF
TEMPORARY
EROSION
CONTROL
MEASURES
SHALL
BE THE
RESPONSIBILITY
OF
THE
CONTRACTOR.
HOWEVER,
REMOVALS
SHALL
NOT
OCCUR
UNTIL
THE
GOVERNING
JURISDICTION
HAS
GIVEN
APPROVAL TO REMOVE ANY OF THE MEASURES.
14.
THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
CLEANING
NEARBY
PUBLIC
OR
PRIVATE
STREETS
OF
MUD
AND
DEBRIS,
DUE TO
CONSTRUCTION
ACTIVITIES,
ON A
DAILY
BASIS
OR
AS
DIRECTED
BY
GOVERNING
JURISDICTION
PERSONNEL.
15. THE
CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
THE
REPAIR
AND/OR
REPLACEMENT
OF
ANY
DAMAGED
EXISTING
IMPROVEMENTS
INCLUDING,
BUT
NOT
LIMITED
TO,
PAVEMENT,
CURB
AND
GUTTER,
SIDEWALK,
LANDSCAPING,
IRRIGATION, SIGNAGE, STRIPING, AND UTILITIES.
16. ALL
CONSTRUCTION
ACTIVITIES
MUST
COMPLY
WITH THE
COLORADO
DISCHARGE
PERMITTING
SYSTEM'S
PERMITTING
PROCESS
FOR
³67250:$7(5
DISCHARGES
ASSOCIATED
WITH
CONSTRUCTION
$&7,9,7<´
FOR
INFORMATION,
CONTACT
THE
COLORADO
DEPARTMENT
OF
PUBLIC
HEALTH
&
ENVIRONMENT,
WATER
QUALITY
CONTROL
DIVISION,
WQCD-PE-B2,
4300
CHERRY
DRIVE
SOUTH,
DENVER,
COLORADO,
80246-1530,
ATTENTION:
PERMITS AND ENFORCEMENT SECTION. PHONE (303) 692-3590.
17. IF
DEWATERING
IS
TO BE
USED
TO INSTALL
UTILITIES
OR
CONSTRUCT
IMPROVEMENTS,
A
STATE
CONSTRUCTION
DEWATERING
DISCHARGE
PERMIT
IS
REQUIRED
IF
DISCHARGE
IS
INTO
A STORM
SEWER,
CHANNEL,
IRRIGATION
DITCH, OR ANY WATERS OF THE UNITED STATES.
18.
THE
CONTRACTOR
SHALL
HAVE
IN HIS
POSSESSION
AT
ALL
TIMES
THE
APPROPRIATE
EDITION
OF THE
GOVERNING
JURISDICTION
DESIGN
AND
CONSTRUCTION
STANDARDS,
ONE
SET
OF
APPROVED
CONSTRUCTION
PLANS,
THE
STORMWATER MANAGEMENT PLAN, AND ALL REQUIRED PERMITS.
19.
ALL
STREET,
SANITARY
SEWER,
STORM
SEWER
AND
WATERLINE
CONSTRUCTION
SHALL
CONFORM
TO
THE
STANDARDS
AND
SPECIFICATIONS
OF
THE
APPLICABLE
GOVERNING
LOCAL
AGENCY
CURRENT
AT
THE
DATE
OF
CONSTRUCTION
PLAN
APPROVAL.
FOR
ELEMENTS
OF
WORK
NOT
COVERED
BY LOCAL
AGENCY
STANDARDS
AND
SPECIFICATIONS,
ALL
CONSTRUCTION
SHALL
CONFORM
TO THE
APPROPRIATE
EDITION
OF
THE
STANDARDS
AND
SPECIFICATIONS
OF THE
COLORADO
DEPARTMENT
OF
TRANSPORTATION,
THE
URBAN
DRAINAGE
AND
FLOOD
CONTROL
DISTRICT,
AND
INDUSTRY
STANDARDS
AS
APPLICABLE.
REQUIREMENTS
OF
THE
COLORADO
DEPARTMENT
OF
PUBLIC
HEALTH
AND
ENVIRONMENT,
THE
ENVIRONMENTAL
PROTECTION
AGENCY
AND
THE
U.S.
ARMY CORPS OF ENGINEERS, SHALL ALSO BE FOLLOWED AS THEY RELATE TO THE WORK.
20.
THE
CONTRACTOR
SHALL
PROVIDE
AND
IMPLEMENT
A ³75$)),&
CONTROL
3/$1´
RELATED
TO ALL
CONSTRUCTION
ACTIVITIES
FOR
THIS
PROJECT
THAT
AFFECT
PUBLIC
RIGHT-OF-WAY.
ALL
TRAFFIC
CONTROL
DEVICES,
STRIPING,
AND SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
21.
CENTERLINE,
RIGHTS-OF-WAY
(R.O.W.),
PROPERTY
LINE,
AND
EASEMENT
DIMENSIONS
ARE FOR
REFERENCE
ONLY.
REFER TO THE FINAL SUBDIVISION PLAT FOR PROJECT HORIZONTAL CONTROL.
22.
ALL
ELEVATIONS
IN PLAN VIEW ARE
ALONG
FLOWLINE
UNLESS
OTHERWISE
NOTED.
WHERE
SHOWN,
'TC'
REPRESENTS
TOP-OF-CURB
ELEVATION
ALONG
CURB
AND
GUTTER
OR
BACK-OF-WALK
ELEVATION ALONG
COMBINATION CURB, GUTTER AND WALK.
23. STORM
AND
SANITARY
SEWER
MAIN
LENGTHS
ARE
FROM
CENTER
OF
STRUCTURE/MANHOLE
TO
CENTER
OF
STRUCTURE/MANHOLE.
SANITARY
SEWER
AND
STORM
SEWER
MANHOLES
ARE
4-FOOT
DIAMETER
UNLESS
OTHERWISE NOTED
24. STORM
SEWER
SHALL
BE
REINFORCED
CONCRETE
PIPE
CLASS III,
CONFORMING
TO ASTM
C-76.
JOINTS FOR
STORM
SEWER
SHALL
BE
RUBBER
GASKETS
MEETING
THE MATERIAL
AND
JOINT
CONFIGURATION
REQUIRMENTS
OF ASTM
C443.
ALL
PVC
STORM
DRAINS
SHALL
BE THICK
WALLED
PIPE
CONFORMING
TO ASTM
D-3034,
SDR-35,
WITH PUSH TYPE JOINTS IN CONFORMANCE TO ASTM D-3212.
25. ALL
PVC
SANITARY
SEWER
SHALL
BE
THICK
WALLED
PIPE
CONFORMING
TO ASTM
D-3034,
SDR-35,
WITH
PUSH
TYPE
JOINTS IN CONFORMANCE TO ASTM