HomeMy WebLinkAbout556 CAJETAN ST - DUPLEX & CARRIAGE HOUSE - FDP230003 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSU
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UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
SURVEYOR NOTES:
1.ALL REFERENCES TO BOOKS, PAGES, MAPS AND RECEPTION NUMBERS ARE PUBLIC DOCUMENTS ON
FILE AT THE CLERK AND RECORDERS OFFICE OF LARIMER COUNTY, STATE OF COLORADO UNLESS
STATED OTHERWISE.
2.ALL KNOWN EASEMENTS AND/OR RIGHTS-OF-WAY, HAVE BEEN SHOWN ON THIS PLAT. THE
EASEMENTS AND OR RIGHTS-OF-WAY WHICH ARE SHOWN HEREON MAY NOT BE COMPLETE, ARE
BASED ON GENERAL INFORMATION, AND ARE TO BE USED ONLY IN THIS CONTEXT.
3.BENCHMARK INFORMATION: NATIONAL GEODETIC SURVEY (NGS), BENCHMARK DESIGNATION A 402,
PID LL1017, PUBLISHED ELEVATION OF 4962.47' (NAVD 88)
PROPERTY DESCRIPTION:
LOT 1 OF OLD TOWN NORTH FOURTH FILING, RECORDED ON 12/20/2018 AT RECEPTION No.
20180077798 IN THE OFFICE OF THE LARIMER COUNTY CLERK AND RECORDER, BEING A PART OF
THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th
PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. THE
ABOVE DESCRIBED PARCEL OF LAND CONTAINS 5,990 FT2 (0.138 ACRES) MORE OR LESS.
SHEET INDEX
C-1 COVER SHEET
C-2 EXISTING SITE CONDITIONS
C-3 PROPOSED SITE PLAN
C-4 UTILITY PLAN
C-5 DETAILS: UTILITIES
C-6 GRADING & DRAINAGE PLAN
C-7 DETAILS: LID FEATURES
C-8 EROSION CONTROL PLAN
C-9 NOTES: SITE PLAN/EROSION CONTROL PLAN
GENERAL NOTES (CITY OF FORT COLLINS):
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 “DRY” 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
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND
REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF
LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-2 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 LARIMER COUNTY
URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1,
2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT
COLLINS PAGE E-1-FC/LAR-3 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 FINAL DRAINAGE AND EROSION
CONTROL STUDY (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM)
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 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 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. LARIMER COUNTY URBAN
AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021
ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS
PAGE E-1-FC/LAR-4
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.
27.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE
LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR
ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS.
28.ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE
HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION
CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION
REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL.
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. LARIMER COUNTY URBAN
AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021
ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS
PAGE E-1-FC/LAR-5
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: BENCHMARKS--LOCAL ENTITY SURVEY.
B.M.NUMBER: A 402, ELEVATION = 4962.47' (NAVD 88),
DESCRIPTION: NATIONAL GEODETIC SURVEY (NGS) .
41.ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE (INSERT PROPER
WORD) OF ROADWAYS UNLESS OTHERWISE NOTED.
42.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.
43.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.
44.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.
45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB
RETURNS AND AT ALL “T” INTERSECTIONS.
46.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. LARIMER COUNTY URBAN AREA
STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED
BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE
E-1-FC/LAR-6
47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE
MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS,
INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING
PRIVATE STREETS: (LIST).
48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE
A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT).
REQUIRED SIGNATURE BLOCKS:
1" = 1000'
VICINITY MAP
8.0'
8.0'
4.0'
4.0'
9.0'
8' UTILITY AND
DRAINAGE EASEMENT&
PRIVATE PEDESTRIAN
ACCESS EASEMENT 8' UTILITY
EASEMENT
9' UTILITY
EASEMENT
-21.67%-1.55%-1.89%-1.8
3
%-2.67%-1.84%-0.98%-0.68%-2.00%-1.08%
-0.
4
4
%-0.50%-0.84%SANITARY SEWER MAN HOLE
RIM ELEV = 4967.63'
INV IN W = 4956.03'
INV OUT E = 4955.93'
SANITARY SEWER MAN HOLE
RIM ELEV = 4965.33'
INV IN W = 4954.72'
INV OUT NE = 4954.67'
SANITARY SEWER MAN HOLE
RIM ELEV = 4964.92'
INV IN SW = 4954.43'
INV OUT N = 4954.19'
SANITARY SEWER MAN HOLE
RIM ELEV = 4965.01'
INV IN W = 4952.59'
INV OUT SE = 4952.56'
STORM SEWER MAN HOLE
RIM ELEV = 4965.84'
INV IN SSW = 4958.44'
INV OUT NE = 4958.44'
STORM SEWER MAN HOLE
RIM ELEV = 4965.41'
INV IN SW = 4958.07'
INV OUT NE = 4958.06'
8" SANITARY SEWER
MAIN @ 0.46%
8" SANITARY SEWER
MAIN @ 1.11%
8" SANITARY SEWER
MAIN @ 0.28%
30" STORM SEWER
MAIN @ 0.40%
51.00'
25.50'
25.50'
45.00'
22.50'
22.50'
81.00'
40.50'
40.50'
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12' A
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12.00'
LOT 3
3,477 ± SF
(NOT A PART)
LOT 2
3,816 ± SF
(NOT A PART)
TRACT A
7,606 ± SF
(NOT A PART)
BLOCK 1
ELECTRICAL
VAULT ELECTRICAL
PEDESTAL
TELECOMMUNICATIONS
PEDESTAL
STORM SEWER
INLET
60.0'
60' EASEMENT FOR THE
BENEFIT OF PLATTE RIVER
POWER AUTHORITY
SIGHT DISTANCE
EASEMENT
LAKE CANAL
DITCH COMPANY
EASEMENT
15.0'
66'
66'
67
'
67'
F.F. = 69.58' (MASTER
DRAINAGE DESIGN)
65'
65'
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9
6
5
.
0 4963.04964.04966.0 4965.0STORM SEWER
INLET
15.0'
5.0'
8.0'
LOT 1
5,990 ± SF
(SUBJECT PROPERTY)
65'-1.44%WATER SERVICE
MARKED IN CURB WITH
"X", FIELD VERIFY
EXIST INLET
FILTER BAGS
4968.54967.0
4968.0
5.0'
31.0'
30.7'68.25 '66.70' MASTER
DRAINAGE DESIGN
HIGH POINT ATDSN
UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
40'
SCALE 1" = 20'
0'20'60'
U
R,6S,CO.STE.
Nth
AVE.
1
0
3
5
6 E V A
No.
S,ELLAAT Y 0 NALD D
L
E,
K
L
C34964.5'
4965.0'
67'
68.00 '
SANITARY SEWER MAN HOLE
RIM ELEV = 4967.63'
INV IN W = 4956.03'
INV OUT E = 4955.93'
SANITARY SEWER MAN HOLE
RIM ELEV = 4965.33'
INV IN W = 4954.72'
INV OUT NE = 4954.67'
SANITARY SEWER MAN HOLE
RIM ELEV = 4964.92'
INV IN SW = 4954.43'
INV OUT N = 4954.19'
SANITARY SEWER MAN HOLE
RIM ELEV = 4965.01'
INV IN W = 4952.59'
INV OUT SE = 4952.56'
STORM SEWER MAN HOLE
RIM ELEV = 4965.84'
INV IN SSW = 4958.44'
INV OUT NE = 4958.44'
STORM SEWER MAN HOLE
RIM ELEV = 4965.41'
INV IN SW = 4958.07'
INV OUT NE = 4958.06'
8" SANITARY SEWER
MAIN @ 0.46%
8" SANITARY SEWER
MAIN @ 1.11%
8" SANITARY SEWER
MAIN @ 0.28%
30" STORM SEWER
MAIN @ 0.40%
51.00'
25.50'
25.50'
45.00'
22.50'
22.50'
81.00'
40.50'
40.50'
CAJ
E
T
A
N
S
T
R
E
E
T
51'
R
I
G
H
T
-
O
F
-
W
A
Y
D
E
D
I
C
A
T
E
D
W
I
T
H
T
H
E
P
L
A
T
O
F
OL
D
T
O
W
N
N
O
R
T
H
(
R
E
C
E
P
T
I
O
N
N
o
.
2
0
0
4
-
0
0
5
6
6
9
2
)
OSI
A
N
D
E
R
S
T
R
E
E
T
45'
R
I
G
H
T
-
O
F
-
W
A
Y
D
E
D
I
C
A
T
E
D
W
I
T
H
T
H
E
P
L
A
T
O
F
OLD
T
O
W
N
N
O
R
T
H
(
R
E
C
E
P
T
I
O
N
N
O
.
2
0
0
4
-
0
0
5
6
6
9
2
)REDWOOD STREET81' RIGHT-OF-WAY
12' A
L
L
E
Y
12.00'
STORM SEWER
INLET
HIGH
POINT
HIGH
POINT 4966.5
4966.0 4965.54965.0
4964.5
4964.
04963.54969.54968.0496
5
.
5
49
6
5
.
0
4
9
6
5
.
0 4964.54964.04963.54963.0496
3
.
5
49
6
5
.
5
4965.5
4
9
6
5
.
0 4963.04964.04966.0 4965.0RIDGE
CURB INLET &
RUNDOWN (SEE
DETAIL 1 SHEET C-6)
4" Ø PIPE
BIO RETENTION
POND (RAIN
GARDEN) SEE
DETAILS SHEET C-7
STAIRS
STORM SEWER
INLET
20.0'12.0'
11.5'
4.0'
24.0'12.0'22.0'33.0'12.0'4.0'10.0'37.0'29.0'15.0'8.0'7.0'13.0'6.0'13.0'21.0'5.0'7.0'
15.0'
5.0'
8.0'
5.0'
19.0'
GAR 1
±230 FT2
GAR 2
±240 FT2
GAR 3
±288 FT2
PROPOSED
UNIT 735 ± FT2
PROPOSED
UNIT ± 766 FT2
3 GARAGES W/ STAIRWAY
769 ± FT2 ADU ABOVE
838± FT2 FOOTPRINT
4" Ø UNDERDRAIN
PIPE (SEE DETAILS
SHEET C-7)
18.0'
PERMEABLE
PAVERS (SEE
DETAILS SHEET C-7)
CURB &
GUTTER
STAIRWAY
± 80 FT2
3.8'
4.0'
EXIST INLET
FILTER BAGS
NO PARKING FIRE LANE ON
SOUTH SIDE OF CAJETAN ST
FIRE ACCESS
PATHWAY TO DOOR
OF ADU STAIRWAY,
145 LINEAR FT
(LONGEST PATH
ONSITE)4968.54967.0
4968.0
5.0'
16.0'
5.8'
16.8'
1
2
CONCRETE
WALL
40'
SCALE 1" = 20'
0'20'60'
U
R,6S,CO.STE.
Nth
AVE.
1
0
356 E V A
No.
S,ELLAAT Y 0 NALD D
L
E,
K
L
C3ATDSN
UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
4964.5'
4965.0'
SANITARY SEWER MAN HOLE
RIM ELEV = 4967.63'
INV IN W = 4956.03'
INV OUT E = 4955.93'
SANITARY SEWER MAN HOLE
RIM ELEV = 4965.33'
INV IN W = 4954.72'
INV OUT NE = 4954.67'
SANITARY SEWER MAN HOLE
RIM ELEV = 4964.92'
INV IN SW = 4954.43'
INV OUT N = 4954.19'
SANITARY SEWER MAN HOLE
RIM ELEV = 4965.01'
INV IN W = 4952.59'
INV OUT SE = 4952.56'
STORM SEWER MAN HOLE
RIM ELEV = 4965.84'
INV IN SSW = 4958.44'
INV OUT NE = 4958.44'
STORM SEWER MAN HOLE
RIM ELEV = 4965.41'
INV IN SW = 4958.07'
INV OUT NE = 4958.06'
8" SANITARY SEWER
MAIN @ 0.46%
8" SANITARY SEWER
MAIN @ 1.11%
8" SANITARY SEWER
MAIN @ 0.28%
30" STORM SEWER
MAIN @ 0.40%
51.00'
25.50'
25.50'
45.00'
22.50'
22.50'
81.00'
40.50'
40.50'
CAJ
E
T
A
N
S
T
R
E
E
T
51'
R
I
G
H
T
-
O
F
-
W
A
Y
D
E
D
I
C
A
T
E
D
W
I
T
H
T
H
E
P
L
A
T
O
F
OL
D
T
O
W
N
N
O
R
T
H
(
R
E
C
E
P
T
I
O
N
N
o
.
2
0
0
4
-
0
0
5
6
6
9
2
)
OSI
A
N
D
E
R
S
T
R
E
E
T
45'
R
I
G
H
T
-
O
F
-
W
A
Y
D
E
D
I
C
A
T
E
D
W
I
T
H
T
H
E
P
L
A
T
O
F
OLD
T
O
W
N
N
O
R
T
H
(
R
E
C
E
P
T
I
O
N
N
O
.
2
0
0
4
-
0
0
5
6
6
9
2
)REDWOOD STREET81' RIGHT-OF-WAY
12' A
L
L
E
Y
12.00'
ELECTRICAL
VAULT ELECTRICAL
PEDESTAL
TELECOMMUNICATIONS
PEDESTAL
STORM SEWER
INLET
STORM SEWER
INLET
WATER SERVICE
MARKED IN CURB WITH
"X", FIELD VERIFY
EXIST INLET
FILTER BAGS
SANITARY SEWER MAN HOLE
RIM ELEV = 4965.55'
INV IN W = 4953.16'
INV OUT E = 4953.04'
SANITARY SEWER
SERVICE MARKED IN
CONCRETE WITH "S",
FIELD VERIFY
CO
CO
CO
CO
CO
40'
SCALE 1" = 20'
0'20'60'
U
R,6S,CO.STE.
Nth
AVE.
1
0
356 E V A
No.
S,ELLAAT Y 0 NALD D
L
E,
K
L
C3ATDSN
UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
4964.5'
4965.0'
U
R,6S,CO.STE.
Nth
AVE.
1
0
356 E V A
No.
S,ELLAAT Y 0 NALD D
L
E,
K
L
C3ATDSN
UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
4966.5
4966.0 4965.54965.04969.54968.0-2.52%-0.75%-3.32%-4.38%-5.27%-1.
9
5
%
-1.20%
-1.0
0
%-2.00%-2.00%-2.00%-1.72%
-2.99
%-5.27%-4.76%-3.67%-1.80%-2.00%-7.59%-4.45%-3.94%-2.00%-3.45%-6.15%HIGH
POINT
RIDGE
LINE
4966.
5
4966.
04966.54967.0
4
9
6
7
.
5 4968.04968.54969.54966.54966.0
49
6
6
.
0
49
6
5
.
0
4965.
5
4967.
5
4967.
0
4966.
5
4965.54965.5HIGH
POINT
49
6
6
.
0
CURB INLET/RUNDOWN
(SEE DETAIL 1 THIS SHEET)
FLAT SURFACE
AREA = 55 ± FT2
ELEV = 4965.0'
BIORETENTION POND (RAIN GARDEN)
DESIGNED VOLUME = 73 ± FT3
REQUIRED VOLUME = 66 ± FT3
OVERSIZED BY 7 FT3 (11%)
SIDE SLOPES = 4:1
AREA AT DESIGN
DEPTH (TOP SURFACE
AREA) = 206 ± FT2
ELEV = 4965.58'
4.0'4969.04967.0STAIRS:
6 RISERS W/
1' RUN EACH
5.0'
5.0'
EMERGENCY SPILL POINT FOR
LARGE STORM EVENTS IF RAIN
GARDEN OVERTOPS AND
OVERFLOW RISER FAILS
-2.00%-2.00%49
6
6
.
0
-1.80%
4969
.
5
65.51 '
6
5
.
6
9
'65.33 '65.57 '
65.54 '
66.16 '
68.29 '
6
5
.
4
2
'65.66 '65.65 '
65.62 '
65.73 '-1.40%-1.
0
0
%-1.40%FF = 66.22'
FF = 66.62'
FF =
67.10'
FF = 66.62'
FF = 70.00'
FF = 67.20'
FL =
66.11'
FL =
65.88'
FL =
65.58'
FL =
65.00'
FL =
65.77'
FL =
65.66'
FL =
66.00'
TOC =
69.41'TOC =
66.71'
TOC =
66.22'
TOC =
66.55'
TOC =
65.91'
TOC =
66.62'
TOC =
66.62'
TOC =
66.67'
TOC =
66.55'
TOC =
66.22'
TOC =
69.49'
TOC =
66.00'
TOC =
66.10'
TOC =
69.34'
FG =
66.37'
FG =
66.40'
FG =
66.45'
FG =
66.55'
FG =
66.60'
FG =
65.91'
FG =
66.23'
TBC =
66.55'
FG =
66.05'
FG =
66.22'
FG =
66.22'
FG =
66.87'
FG =
66.61'
FG =
66.98'
FG =
66.82'
FG =
66.85'
FG =
68.47'
FG =
67.37'
FG =
67.50'
TBC =
66.40'
TBC =
66.22'
TBC =
66.22'
TBC =
66.56'
TBC =
66.42'
FF = 70.00'
FF = 70.00'
4:1
4:1
4:1
4:1
1
2
TOC =
65.86'
TOC =
69.50'
TOC =
66.00'
TOC =
66.10'FL =
65.92'
TOC =
69.57'
TOC =
69.50'4968.54967.0
4968.0 68.25 'TOC =
69.53'
TOC =
67.91'
TOC =
67.79'
STAIRS: 5 RISERS
W/ 1' RUN EACH
STAIRS:
3 RISERS W/
1' RUN EACH
STAIRS:
1 RISER
FG =
68.70'
FRENCH DRAIN
TOP = 67.05'
FG =
67.90'
TOP OF WALL
= 69.00'
EOP =
65.70'
FL =
65.62'
TBC =
66.13'
FL =
65.63'
FL =
65.63'
TBC =
66.13'
TBC =
65.63'
TBC =
65.63'
FL =
65.58'
49
6
5
.
0
49
6
5
.
5
3" DROP FROM GUTTER
FLOWLINE TO BOTTOM
OF FOREBAY
TOC =
65.50'
1.0'
1.0'
3.0'
1.0' PAN
RUNDOWN
RIPRAP TYPE VL
D50 = 6"
THICKNESS = 1'
3.3'
3.4'
5.1'
7.3'
3:1
3:1
1.0'
1.0'
TOC =
65.33'12'
SCALE 1" = 6'
0'6'18'
U
R,6S,CO.STE.
Nth
AVE.
1
0
356 E V A
No.
S,ELLAAT Y 0 NALD D
L
E,
K
L
C3ATDSN
UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
SCALE 1" = 1'
BIORETENTION INLET/RUNDOWN1
C-6
4964.5'
4965.0'
4964.5'
4965.0'
65.62 '
= 67.37'
AREA (ACRES)IMPERVIOUSNESS
BASIN
1
FG = 65.80'
SG = 64.10'
FG = 66.00'
SG = 63.89'
FG = 65.80'
SG = 63.48'
FG = 65.91'
SG = 64.11'
FG = 65.95'
SG = 63.98'
SG = 64.05'
PIPE INV = 64.22'
FG = 65.86'
SG = 64.09'
SG = 63.85'
PIPE INV = 64.02'
SG = 63.95'
PIPE INV = 64.12'FG = 65.95'
SG = 64.08'
FG = 65.98'
SB = 63.88'
FG = 65.70'
SG = 64.00'
FG = 65.92'
SG = 63.88'
FG = 65.86'
SG = 63.69'
SG = 63.66'
PIPE INV = 63.82'
FG = 65.75'
SG = 63.46'
PIPE INV = 63.63'
PIPE INV = 60.73'
4" Ø PVC PIPE,
OVERFLOW RISER
TOP OF PIPE ELEV = 4965.58'
FG = 65.00'
SG = 62.50'
PIPE INV = 62.67'
FG = 65.00'
SG = 62.10'
PIPE INV = 62.27'
STORM SEWER MAN HOLE
RIM ELEV = 4965.41'
PIPE INV IN SW = 4958.07'
PIPE INV OUT NE = 4958.06'
30" STORM
SEWER
4" Ø PERFORATED
UNDERDRAIN PVC PIPE
4" Ø PVC PIPE4" Ø PIPE, 10.0LF @ 2.0%4"
Ø
P
I
P
E
,
1
0
.
0
LF
@
4
.
0
%
4"
Ø
P
I
P
E
,
4
.
7
LF
@
2
0
.
4
%
4"
Ø
P
I
P
E
,
7
1
.
2
LF
@
2
.
7
%
VERTICAL BEND,
USE 11.25° ELBOW
4966.
0
4966.5
CONCRETE APRON
EDGE RESTRAINT
CO W/ CONC
COLLAR
INSTALL GEOTEXTILE
LINER PER DETAIL D-53
THIS SHEET
INSTALL GEOTEXTILE
LINER PER DETAIL D-54
THIS SHEET
4965.0
4965.5
49
6
5
.
5
496
5
.
5
4
9
6
6
.
0
4
9
6
6
.
0
496
6
.
0
4965
.
5
49
6
5
.
04965.5U
R,6S,CO.STE.
Nth
AVE.
1
0
356 E V A
No.
S,ELLAAT Y 0 NALD D
L
E,
K
L
C3ATDSN
UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
SCALE 1" = 5'
BIORETENTION & PAVERS SUBGRADE 1
C-7
4966.5
4966.0 4965.54965.04969.54968.0-2.52%-0.75%-3.32%-4.38%-5.27%-1.
9
5
%
-1.20%
-1.0
0
%-2.00%-2.00%-2.00%-1.72%
-2.99
%-5.27%-4.76%-3.67%-1.80%-2.00%-7.59%-4.45%-3.94%-2.00%-3.45%-6.15%HIGH
POINT
RIDGE
LINE
4966.
5
4966.
04966.54967.0
4
9
6
7
.
5 4968.04968.54969.54966.54966.0
49
6
6
.
0
49
6
5
.
0
4965.
5
4967.
5
4967.
0
4966.
5
4965.54965.5HIGH
POINT
49
6
6
.
0
CURB INLET/RUNDOWN
(SEE DETAIL 1 THIS SHEET)
FLAT SURFACE
AREA = 55 ± FT2
ELEV = 4965.0'
BIORETENTION POND (RAIN GARDEN)
DESIGNED VOLUME = 73 ± FT3
REQUIRED VOLUME = 66 ± FT3
OVERSIZED BY 7 FT3 (11%)
SIDE SLOPES = 4:1
AREA AT DESIGN
DEPTH (TOP SURFACE
AREA) = 206 ± FT2
ELEV = 4965.58'
4.0'4969.04967.0STAIRS:
6 RISERS W/
1' RUN EACH
5.0'
5.0'
EMERGENCY SPILL POINT FOR
LARGE STORM EVENTS IF RAIN
GARDEN OVERTOPS AND
OVERFLOW RISER FAILS
-2.00%-2.00%49
6
6
.
0
-1.80%
4969
.
5
65.51 '
6
5
.
6
9
'65.33 '65.57 '
65.54 '
66.16 '
68.29 '
6
5
.
4
2
'65.66 '65.65 '
65.62 '
65.73 '-1.40%-1.
0
0
%-1.40%FF = 66.22'
FF = 66.62'
FF =
67.10'
FF = 66.62'
FF = 70.00'
FF = 67.20'
FL =
66.11'
FL =
65.88'
FL =
65.58'
FL =
65.00'
FL =
65.77'
FL =
65.66'
FL =
66.00'
TOC =
69.41'TOC =
66.71'
TOC =
66.22'
TOC =
66.55'
TOC =
65.91'
TOC =
66.62'
TOC =
66.62'
TOC =
66.67'
TOC =
66.55'
TOC =
66.22'
TOC =
69.49'
TOC =
66.00'
TOC =
66.10'
TOC =
69.34'
FG =
66.37'
FG =
66.40'
FG =
66.45'
FG =
66.55'
FG =
66.60'
FG =
65.91'
FG =
66.23'
TBC =
66.55'
FG =
66.05'
FG =
66.22'
FG =
66.22'
FG =
66.87'
FG =
66.61'
FG =
66.98'
FG =
66.82'
FG =
66.85'
FG =
68.47'
FG =
67.37'
FG =
67.50'
TBC =
66.40'
TBC =
66.22'
TBC =
66.22'
TBC =
66.56'
TBC =
66.42'
FF = 70.00'
FF = 70.00'
4:1
4:1
4:1
4:1
1
2
TOC =
65.86'
TOC =
69.50'
TOC =
66.00'
TOC =
66.10'FL =
65.92'
TOC =
69.57'
TOC =
69.50'
STRAW WATTLE
ALONG ENTIRE
SOUTHERN
PROPERTY LINE
STRAW
WATTLE
STRAW
WATTLE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
INLET
FILTER
BAG
STRAW WATTLE
ALONG ENTIRE
EASTERN LIMITS OF
DISTURBANCE LINE4968.54967.0
4968.0 68.25 'TOC =
69.53'
TOC =
67.91'
TOC =
67.79'
STAIRS: 5 RISERS
W/ 1' RUN EACH
STAIRS:
3 RISERS W/
1' RUN EACH
STAIRS:
1 RISER
FG =
68.70'
FRENCH DRAIN
TOP = 67.05'
FG =
67.90'
TOP OF WALL
= 69.00'
12'
SCALE 1" = 6'
0'6'18'
U
R,6S,CO.STE.
Nth
AVE.
1
0
356 E V A
No.
S,ELLAAT Y 0 NALD D
L
E,
K
L
C3ATDSN
UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
4964.5'
4965.0'
4964.5'
4965.0'
65.62 '
= 67.37'
AREA (ACRES)IMPERVIOUSNESS
BASIN
U
R,6S,CO.STE.
Nth
AVE.
1
0
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UORCVEYINGENGINEERING LUS TGNISEDNGICIVIL CONSTRUCTION PLAN
GENERAL EROSION CONTROL REQUIREMENTS:
THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS
STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE
STRINGENT REQUIREMENT CONTROLLING.
1)THE PROPERTY OWNER, OWNER'S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL
CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED
TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH
EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION,
SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION
ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT
DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER
CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS
NEEDED ON A PROJECT.
2)THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE
CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE
EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE
MATERIALS ARE APPLICABLE TO THIS PROJECT.
3)THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL
POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE
CONSTRUCTION SITE.
4)THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS
PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME
FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER
RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS
DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL
EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE
REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION
BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN
RESULT IN FURTHER ENFORCEMENT ACTIONS.
5)THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT
DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED
TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS,
STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT
IN THE COURSE OF CONSTRUCTION.
6)AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES
ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN
ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT
DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT.
7)ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE
PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING.
8)AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF
CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT
IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE
CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF
CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY,
AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL
EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE
CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION
UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY.
9)ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE
ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO
THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS)
SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL
REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE
CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE
AFOREMENTIONED LAWS AND REGULATIONS.
10)THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER
ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR
TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON
REQUEST BY THE CITY.
11)THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION
CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE
CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES.
12)THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT
MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS
AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE
EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR
SUPPLEMENTARY DATA PROVIDED BY OTHERS.
13)ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL.
14)THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS
WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY.
15)AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION
CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE
TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF
THE MANUAL.
16)INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT
CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN
24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE
RECORDED AND RETAINED BY THE CONTRACTOR.
17)ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS
NECESSARY IN ORDER TO ASSURE CONTINUAL 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 DRAINAGE
WAY.
18)ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO
LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL
CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR
COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN
INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A
CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC.
19)ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD
CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE
CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT.
THESE CONTROL MEASURES' DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN
ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND
EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES.
LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS
20)THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE
ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY.
DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION.
21)PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, 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. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT
THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS.
THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES
SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED.
VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED
CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE.
22)ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL
HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE.
23)ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY
INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY
EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH
MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT
EROSION CONTROL IS INSTALLED.
24)NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE
PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND
DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE
FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE
COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE
STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING
DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO
THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED.
25)ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE 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.
26)ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE
POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES.
MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES
WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT.
27)ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS
SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL
MEASURES.
28)ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF
OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF
EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL.
29)ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V)
SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES.
30)NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS
AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL
(E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE
ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS
TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION
CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER,
ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING
OR PERMANENT EROSION CONTROL CAN BE PERFORMED.
31)ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE
AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES
WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT
DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN
GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR
FURTHER CLARIFICATION.
VEHICLE TRACKING
32)AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR
SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE
STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED
BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE.
ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE
PROTECTED FROM TRACKING ACTIVITIES).
33)IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE
TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED
NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE
INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM.
34)CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR
DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY
MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON
PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH
POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE
NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED
OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES
ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF
WAY (PUBLIC OR PRIVATE).
35)IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING
CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR.
LOADING AND UNLOADING OPERATIONS
36)THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC)
IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK
AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO
DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY.
OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND
CHEMICALS
37)ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE
INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL
GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM
DRAINAGE WAYS.
38)ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO
RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS,
DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE
WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX,
BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT
AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC
OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE
SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED,
WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER
STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS.
VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING
39)PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN
ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE
LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER
STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL
AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE.
SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS
40)THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES
DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN
FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO
ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND
ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND
DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY
INSPECTORS.
CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED
FIXTURES AND EQUIPMENT
41)ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES
APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE
LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER
STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS.
THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE
CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A
STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL
BE FREQUENTLY CLEANED OUT.
42)THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE
APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON
TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS.
DEDICATED ASPHALT AND CONCRETE BATCH PLANTS
43)DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES
WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE
POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS
SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL
INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON
SITE.
CONCRETE SAW CUTTING MATERIALS
44)SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR
EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM
LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT
AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL.
WASTE MATERIALS STORAGE AND SANITARY FACILITIES
45)TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT
LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE
WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE
LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS
ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING
GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD
HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING
CONTAINERS.
46)SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO
THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR
AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO
PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING
LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE
WAYS.
OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS
47)SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR
SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE,
NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970)
817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS
UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE,
COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF
DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED
1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE
EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY.
48)SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT
WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT
ISSUES.
FINAL STABILIZATION AND PROJECT COMPLETION
49)ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND
STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE
MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE
FOR LONG TERM MAINTENANCE OF THOSE FACILITY.
50)ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL,
CHAPTER 4: CONSTRUCTION CONTROL MEASURES.
51)ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR
LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING.
52)SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS
SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY
MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE.
53)ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES
AND DEPTHS REQUIREMENTS.
54)ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE.
BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND
SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL
SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND
CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING
AND TACKIFICATION.
55)ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH
SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH
OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE
WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS
HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR
APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A
SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION
CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT
EROSION CONTROL CAN BE PERFORMED.
56)THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING
SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN
ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS
STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES.
57)THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE
CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST
REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED
OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE
RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL
MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY
EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL
MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.
58)THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS
OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL
CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE
REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING
EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES.
SITE PLAN NOTES:
1.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS
TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF
ANY CHANGES TO THE PLANS.
2.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR
STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET
IMPROVEMENTS.
3.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND
DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM
VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO
NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE
PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH
AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH
SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE
UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6.[IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED
WITH PDP/ODP].
7.[IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE
DOOR STANDARDS AS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE.
8.[IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY
HOMES SHALL BE REQUIRED. THESE HOUSING MODELS SHALL MEET OR EXCEED THE STANDARDS AS
OUTLINED IN 3.5.2(C) OF THE LAND USE CODE.
9.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN
SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE
WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND
UNNECESSARY DIFFUSION.
10.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST
BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY
SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.
11.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS
MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
12.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
13.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST
BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE
PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY
DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL
AND WITH NO MORE THAN 1:48 CROSS SLOPE.
14.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS,
AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED
BY A PROPERTY OWNERS' ASSOCIATION. THE PROPERTY OWNERS' ASSOCIATION IS RESPONSIBLE FOR
SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE
AREAS.
AND, IF APPLICABLE:
15.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON
ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.
16.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE
RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE
CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF
XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY
ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED
COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL
LOT BE PLANTED IN TURF GRASS.
17.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS
STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO
CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
18.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE
FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY
THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE
WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO
IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES
ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE
REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
19.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND
APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE
OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO
ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM
THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH
NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD
AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER
SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.