HomeMy WebLinkAboutEAST OAK TOWNHOMES - FDP240009 - SUBMITTAL DOCUMENTS - ROUND 1 - Utility PlansW
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22-100-645-00
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PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
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VICINITY MAP
SCALE: 1"=300'
UTILITY PLANS FOR:
EAST OAK TOWNHOMES SUBDIVISON
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JUNE 2024
ABBREVIATION LIST
LEGEND
INDEMNIFICATION STATEMENT:
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.
INDEX OF SHEETS
Sheet No.Description of Sheets
811
ARCHITECT
[au]workshop
401 Linden Street, Suite 221
Fort Collins, CO 80524
PH. 970.430.5220
Contact: Jason Kersley
PLANNER
Russell + Mills
506 S College Ave, Suite A
Fort Collins, CO 80524
PH. 970.412.3474
Contact: Shelley LaMastra
ENGINEER
Wilson & Company
4065 St Cloud Dr, Suite 201
Loveland, CO 80538
PH. 970.834.6364
Contact: Mike Oberlander
SURVEYOR
Wilson & Company
4065 St Cloud Dr, Suite 201
Loveland, CO 80538
PH. 970.834.6364
Contact: Andrew Dieffenbach
UTILITY CONTACTS:
City of Fort Collins
Fort Collins, Colorado 80522
700 Wood Street
TELEPHONE SERVICE
Century Link
3702 Automation Dr, Suite 106
Fort Collins, Colorado 80525
Contact: Engineering Office
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Contact: Stephanie Rich
Fort Collins, Colorado 80525UTILITIES ENGINEER
Wes Lamarque
Ph. 970.416.2418
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.490.7508
COVER
GENERAL NOTES
EROSION CONTROL GENERAL NOTES
EXISTING CONDITIONS AND DEMOLITION PLAN
HORIZONTAL CONTROL PLAN
UTILITY PLAN
UTILITY PLAN STORM
GRADING PLAN
DRAINAGE PLAN
EROSION CONTROL PLAN
DETAILS
Tyler Siegmund
Ph. 970.416.2772
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11-19
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EXISTING RIGHT-OF-WAY/LOT LINE
EXISTING EASEMENT LINE
PROPOSED STREET LIGHT
PROPOSED STORM MANHOLE
PROPOSED STORM SEWER
PROPOSED WATER CURB STOP/ METER PIT
PROPOSED SANITARY SEWER CLEANOUT
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
GAS PROPOSED GAS
PROPOSED ELECTRIC
PROPOSED FIRE HYDRANT
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE/RAILING
PROPOSED WATER MAIN VALVE
PROPOSED SANITARY SEWER MAIN & MANHOLE
PROPOSED UTILITY POLE
PROPOSED FLARED END SECTION (FES)
PROPOSED RIGHT-OF-WAY/LOT LINE
PROPOSED EASEMENT LINE
XX.X
XXXX
XXXX
XX.X EXISTING SPOT ELEVATION
EXISTING SANITARY SEWER MAIN
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
EXISTING SPOT ELEVATION
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
EXISTING STREET LIGHT
EXISTING FIBER OPTIC LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
X EXISTING FENCE
EXISTING CABLE TV
PROPOSED DIRECTION OF OVERLAND FLOW
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
BOT BOTTOM OF PIPE
BOV BLOW OFF VALVE
BOW BOTTOM OF WALL
C&G CURB AND GUTTER
CL CENTERLINE
CMP CORRUGATED METAL PIPE
DE DRAINAGE EASEMENT
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GRADE
EL ELEVATION
ES EMERGENCY SPILLWAY
EX EXISTING
FES FLARED END SECTION
FL FLOWLINE
GB GRADE BREAK
GV GATE VALVE
HP HIGH POINT
FH FIRE HYDRANT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LE LANDSCAPE EASEMENT
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
PAE PEDESTRIAN ACCESS EASEMENT
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR POINT OF CURB RETURN
PE PERMANENT EASEMENT
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PRIV PRIVATE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
ROW RIGHT - OF - WAY
RD ROOF DRAIN
RT RIGHT
SAN SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
STA STATION
TB THRUST BLOCK
TOF TOP OF FOUNDATION
TOW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
VCP VITRIFIED CLAY PIPE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE
BENCHMARK:
BENCHMARK #1-13
ELEV=4979.75'
DESC: A STANDARD 2" ALUMINUM DISK SET IN A CONCRETE TRAFFIC SIGNAL BASE LOCATED AT THE
SOUTHWEST CORNER OF THE INTERSECTION OF COLLEGE AVENUE AND MAPLE STREET IN FORT
COLLINS, COLORADO.
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM)
FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY
PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
SS
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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.
GENERAL NOTES
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GENERAL NOTES
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-2THE 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 FINAL DRAINAGE AND EROSION CONTROL REPORT EAST OAK TOWNHOMES SUBDIVISION DATED JUNE 26,
2024, BY WILSON & COMPANY, INC 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.
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.
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 #1-13, ELEV= 4979.75'
DESCRIPTION: A STANDARD 2" ALUMINUM DISK SET IN A CONCRETE TRAFFIC SIGNAL BASE LOCATED AT THE SOUTHWEST CORNER OF THE
INTERSECTION OF COLLEGE AVENUE AND MAPLE STREET IN FORT COLLINS, COLORADO
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED
DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88-3.17
41)ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE 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.
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: NA.
48)APPROVED VARIANCES ARE LISTED AS FOLLOWS:
A.SINGLE FAMILY ATTACHED DWELLINGS (SHARED PRIVATE SEWER SERVICE).
B.9' UTILITY EASEMENT ON THE RIGHTS-OF-WAY.
CONSTRUCTION NOTES
A.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 WELLINGTON.
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.FT. COLLINS ONLY. 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 (LCUASS). 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 ¼ 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 SINGLE AXLE WEIGHT OF AT LEAST
18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. “PROOF ROLL” VEHICLES SHALL NOT TRAVEL AT SPEEDS
GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH 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 NOTIFIED AT LEAST 24 HOURS PRIOR TO THE “PROOF ROLL.” ALL “PROOF
ROLLS” SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR.
B.TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF 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.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 ENGINEER PRIOR
TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
6.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
7.LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
8.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
9.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
10.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL
DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
11.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
12.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
13.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE
WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE
LOCAL ENTITY 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).
14.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR
ADDITIONAL DETAIL.
15.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DELINEATORS IN CONSTRUCTION AREA.
CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED.
16.NO “RESET” ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED.
17.ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA.
C.STORM DRAINAGE NOTES
1.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).
2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL REPORT EAST OAK TOWNHOMES SUBDIVISION, DATED JUNE 26,
2024, BY WILSON & COMPANY, INC SHALL BE FOLLOWED AND IMPLEMENTED.
3.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, 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.
4.SEE LOCAL ENTITY STORMWATER CRITERIA MANUAL – APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND
STANDARD EROSION CONTROL NOTES.
D.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.
811
EROSION CONTROL
GENERAL NOTES
3
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
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EROSION CONTROL NOTES
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.
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LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOTS 23-25,
BLOCK 131
ORIGINAL TOWN
REMOVE BUILDING
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
REMOVE HVAC UNITS
EX TRANSFORMER (TO BE
RELOCATED TO NW CORNER OF
SITE) AND EASEMENT VACATED
REMOVE BUILDING
REMOVE LANDSCAPING (TYP.)
REMOVE AIR CONDITIONER
REMOVE PARKING CURB (TYP)
REMOVE LANDSCAPING
ALL ABOVE GROUND
BOXES IN ALLEY TO BE
RELOCATED
REMOVE STRIPING (TYP.)
REMOVE PAN
EX DIRECTIONAL ACCESS RAMPS
(PROTECT IN PLACE)
REMOVE EXISTING RAMP
REMOVE ELEC LINE
REMOVE STRIPE
REMOVE EXISTING 'HANDICAP
PARKING' SIGN
REMOVE CURB
REMOVE CURB RAMP
REMOVE GAS METER
REMOVE SPRINKLER BOX
REMOVE SIGN
REMOVE UTILITY BOXES
PROPOSED SAWCUT
PROPOSED SAWCUT
PROPOSED SAWCUT
PROPOSED SAWCUT
REMOVE TREE
REMOVE CURB REMOVE CURB
REMOVE CURB
PROPOSED SAWCUT
EX 48" RCP STORM
EX 8" PVC W
EX 6" DIP W
EX 8" SAN
EX TELECOM VAULT
PROPOSED SAWCUT PROPOSED SAWCUT
EX SAN MH (50' NORTH)
RIM=4979.81
8" PVC (S) INV=4969.26
8" PVC (NE) INV=4969.15
EX SAN MH
RIM=4980.77
8" PVC (W) INV=4972.04
8" PVC (S) INV=4972.02
8" PVC (N) INV=4971.88
DENOTES INNER
CRITICAL ROOT
ZONE FOR TREES
TO REMAIN (TYP)
EX BELOW GRADE ELEC
BOX TO BE CONVERTED
TO TRAFFIC RATED
EX BELOW GRADE ELEC
BOX TO BE CONVERTED
TO TRAFFIC RATED
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EXISTING
CONDITIONS AND
DEMOLITION PLAN
4
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
DRAWN BY:
CHECKED BY:
DATE:
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PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
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GENERAL NOTES:
1.PROTECT ALL UTILITIES IN PLACE UNLESS OTHERWISE NOTED.
2.ITEMS SHOWN IN RED FOR REMOVAL ARE NOT SHOWN ON SUBSEQUENT SHEETS.
3.SEE LANDSCAPE PLANS FOR REVEGETATION METHODS AND DETAILS. DURING
CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE
SEEDED AND MULCHED PER LCUASS STANDARDS.
4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE IN ACCORDANCE WITH
CITY STREET REPAIR STANDARDS.
5.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 IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF
COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
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LEGEND
REMOVAL OF SIDEWALK
REMOVAL OF ASPHALT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
TREE PROTECTION NOTES:
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL
AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS
FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL
OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED
AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A
BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM
OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET
FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE
SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN
THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT
THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE
MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS
MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH
TREE AS REQUIRED IN SUBSECTION (G)(3 )ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING
METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE
FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING
UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE
TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS
DESCRIBED IN THE CHART ADJACENT:
9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING
SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN
THE AREA
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
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RD
RD
SCB
G
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W
W
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FI
B
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E
E
SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X X
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X X X
XX
X
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T
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W
S
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T
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T
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AL
L
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Y
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
DE, PRIV. UE,
PRIV. AE
20'
5'
S
W
5' SW
EX "HANDICAP PARKING - VAN
ACCESSIBLE" AND "$100 FINE" SIGN
EX DIRECTIONAL ACCESS RAMP
STEPS OUT OF UNIT (TYP)
EX TELECOM VAULT
TRASH ENCLOSURE
PARKING STRIPING (TYP)
5' SW
6.
1
'
7.0'
5.
3
'
51.5'
2' CONC CHANNEL
EX 'DIAGONAL
PARKING' SIGN
EX 'STOP' SIGN
16.8'
2' CONC CHANNEL
12" DEEP
RETAINING WALL
18.5'
'HANDICAP
PARKING' SIGN
R=5'
R=5'
PAVERS (TYP)
SAWCUT (TYP)
SAWCUT (TYP)
20.75' MIN
12
'
9
.
0
'
8
.
0
'
TRACT
B
9' PRIV. UE,
PRIV. AE
PUBLIC
UE
PUBLIC
UE
SAWCUT (TYP)
SAWCUT (TYP)SAWCUT (TYP)
PARKING STRIPING (TYP)
HORIZONTAL
CONTROL PLAN
5
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
5
S
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2
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1
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3
6
4
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DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
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N
DA
T
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PR
O
P
E
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A
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PR
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C
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PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
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A
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W
N
H
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N
90%
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR
STANDARDS.
2. 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
IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
CC
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22
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I
T
A
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8
0
5
2
4
811
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
RD
P
E
E
RD
RD
SCB
G
W
W
W
W
FI
B
E
R
SS
E
E
SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X X
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X X X
XX
X
X
MA
T
H
E
W
S
S
T
R
E
E
T
E OAK STREET
AL
L
E
Y
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8
LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
UE,DE,
PRIVATE AE
3 4" WATER SERVICE FROM
MATHEWS ST MAIN (TYP) FOR
LOTS 9 AND LOTS 11-15 WITH
CURB STOP AND WATER METER
EX 48" RCP STORM
EX 8" PVC W
EX FIRE HYDRANT
EX 6" DIP W
149 LF 2" SHARED PRIVATE
WATER SERVICE FROM OAK
ST MAIN FOR LOTS 1-634" WATER SERVICE FROM
OAK ST MAIN FOR LOT 7
WITH CURB STOP AND
WATER METER
4" SAN SERVICE @ 2%
OFF OF 8" MAIN (TYP) TO
LOTS 1-7
EX 8" SAN
EX SAN MH (50' NORTH)
RIM=4979.81
8" PVC (S) INV=4969.26
8" PVC (NE) INV=4969.15
NEW TRANSFORMER
102 LF 6" PRIVATE SAN
SERVICE TO LOTS 8-15 @ 5%
4" SAN SERVICE OFF OF 6" PRIVATE
SERVICE @ 2% (TYP) TO LOTS 8-15
116 LF 6" SAN
SERVICE @ 1%
3 4" WATER SERVICE FOR
LOTS 1-6 WITH CURB STOP
AND WATER METER
EX SAN MH
RIM=4980.77
8" PVC (W) INV=4972.04
8" PVC (S) INV=4972.02
8" PVC (N) INV=4971.88
EX STORM INLET
12" INV (S) = 4976.33
4" INV (N) = 4976.50
EX TELECOM VAULT
CONNECT 3 4" WATER
SERVICE FOR LOT 8
WITH EX CURB STOP
4' Ø SAN MH
RIM=4981.70
6" INV W=4975.37
6" INV S=4975.57
4" INV E=4975.57
EX W SERVICE WITH CURB
STOP AND WATER METER
FOR LOT 10
6" SAN WET TAP
EX 8" INV=4970.13
UTILITY CROSSING
6" SAN INV=4974.84
15" HP INV=4978.37
UTILITY CROSSING
6" SAN INV=4975.02
4" PERF INV=4977.62
ELECTRIC METER
LOCATION
ELECTRIC METER
LOCATION
END 6" SHARED
SERVICE
C/O INV=4976.8
4" SAN SERVICE @ 2%
INNER CRITICAL
ROOT ZONE (TYP)
6"X4" TEE W/ TB
AND 4" GV (N)
36 LF OF 4" C900 FIRE SERVICE
3 4" IRR SERVICE WITH
CURB STOP AND WATER
METER
TRACT
B
9' PRIV. UE,
PRIV. AE
PUBLIC
UE
PUBLIC
UE
STORM DRAINAGE SYSTEM
SEE NEXT SHEET
FIRE DEPARTMENT
CONNECTION
2" WATER TAP
2" CURB STOP
15 LF 2" PUBLIC WATER
SERVICE FROM TAP TO
CURB STOP
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
3 4" WATER TAP
3 4" WATER SERVICE
FOR LOT 8 WITH
WATER METER
3 4" WATER TAP
(TYP)
4" SAN SERVICE @ 2%
40
6
5
S
A
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O
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1
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5
3
8
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O
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9
7
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8
3
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3
6
4
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UTILITY PLAN
6
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
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Y
O
W
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SE
A
L
PR
O
J
E
C
T
N
A
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E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
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S
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B
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V
I
S
I
O
N
90%
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. ALL STORM, SANITARY, AND WATER AS WELL AS POWER AND
OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT
THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER.
2. STORM SEWER PIPE SHALL BE ADS HP WITH WATER TIGHT JOINTS
AS SPECIFIED ON THE PLAN OR OTHERWISE NOTED. ALL STORM
SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS (COFC).
3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
4. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED
BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET
AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE
APPROVED BY THE COFC.
5. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5
FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K
COPPER AS SPECIFIED BY COFC.
6. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS
OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS
SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
7. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF
GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS.
8. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR
STANDARDS.
9. 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
IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
CC
C
D
E
V
E
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E
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22
1
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O
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S
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A
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L
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2
4
811
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
RD
P
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RD
RD
SCB
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W
W
W
W
FI
B
E
R
SS
E
E
SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X X
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X X X
XX
X
X
MA
T
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E
W
S
S
T
R
E
E
T
AL
L
E
Y
36" NYLOPLAST JUNCTION W/ SOLID LID
15" INV (N) = 4978.30
SUMP = 4975.0
RIM = 4981.57
6" ROOF
INV = 4978.50
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8
LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
STORMTECH 160 LP (12X2)
BOTTOM ROCK = 4977.90
BOTTOM CHAMBERS = 4978.40
TOP CHAMBERS = 4979.40
TOP ROCK = 4979.90
MIN FG = 4981.07
119.7 LF @ 0.4%
6" ROOF DRAIN
FOR EAST BUILDINGS
TRACT A
UE,DE,
PRIVATE AE
2'X3' CURB INLET
ADS NYLOPLAST
CURB FL = 4981.20
12" INV= 4978.45
15" HP INV = 4977.50
9.0 LF 15" HP @ 4.4%
36" NYLOPLAST BASIN W/ WEIR
AND SOLID LID
12" HP INV= 4978.00
15" HP INV=4977.55
4" HP INV = 4977.55
TOP OF WEIR = 4979.50
RIM=4981.53
36" NYLOPLAST BASIN
W/ SOLID LID
12" HP INV (NW)=4978.40
15" HP INV (S, NE)= 4978.40
RIM=4981.53 9.5 LF 15" HP @ 0.5%
12" INV = 4978.50
8" PVC INV = 4978.30
4" PERF INV = 4977.70
8" PVC INV = 4978.40
8" PVC INV = 4978.40
8"X12" INV = 4979.50
4" PERF INV = 4978.0
6" ROOF C/O
INV = 4979.00
4" PERF PVC @ 0.3%
(2) 17 LF 8" HP @ 0.5%9.0 LF 12" HP
@ 0.6%
95 LF 12" HP @ 1%
18.0 LF 15" HP @ 0.6%
8" HP INV=4977.29 8" HP
INV=4977.2024" AREA INLET
W/ DOME GRATE
12" INV = 4978.60
6" INV=4978.60
GRATE= 4981.00
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4979.60
GRATE=4981.48
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4979.50
GRATE=4981.32
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4979.30
GRATE=4981.34
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4978.90
GRATE=4981.34
18.0 LF 12" HP @ 0.5%
TRACT
B
9' PRIV. UE,
PRIV. AE
PUBLIC
UE
PUBLIC
UE
UTILITY CROSSING
6" SAN INV=4974.84
15" HP INV=4978.37
8"X12" TEE
INV=4979.34
8"X12" TEE
INV=4979.17
8"X12" TEE
INV=4978.80
12" 90° BEND
6" ROOF C/O
INV=4978.60
12"X15" TEE
30 LF 4" SOLID
PVC @ 0.5%
UTILITY CROSSING
6" SAN INV=4975.02
4" PERF INV=4977.62
8"X8" TEE
8" 90° BEND
2' CONC CHANNEL
12" DEEP
STORM OUTFALL
2' CONC CHANNEL
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
6" ROOF C/O
INV=4979.10
117.6 LF @ 0.4%
6" ROOF DRAIN
FOR WEST BUILDINGS
6" ROOF C/O
INV=4978.65
40
6
5
S
A
I
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T
C
L
O
U
D
D
R
I
V
E
,
S
U
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T
E
2
0
1
LO
V
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L
A
N
D
,
C
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8
0
5
3
8
PH
O
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:
9
7
0
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8
3
4
-
6
3
6
4
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c
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UTILITY PLAN
STORM
7
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
90%
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. ALL STORM, SANITARY, AND WATER AS WELL AS POWER AND
OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT
THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER.
2. STORM SEWER PIPE SHALL BE ADS HP WITH WATER TIGHT JOINTS
AS SPECIFIED ON THE PLAN OR OTHERWISE NOTED. ALL STORM
SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS (COFC).
3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
4. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED
BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET
AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE
APPROVED BY THE COFC.
5. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5
FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K
COPPER AS SPECIFIED BY COFC.
6. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS
OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS
SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
7. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF
GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS.
8. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR
STANDARDS.
9. 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
IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
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N
I
T
A
FO
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L
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S
,
C
O
8
0
5
2
4
811
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
RD
P
E
E
RD
RD
SCB
G
W
W
W
W
FI
B
E
R
SS
E
E
SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X X
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X X X
XX
X
X
MA
T
H
E
W
S
S
T
R
E
E
T
E OAK STREET
EX 80.91
EX 81.56
EX 78.69
79.68
EX 78.61
AL
L
E
Y
EX 81.62 EX 81.13 EX 80.08
EX 79.88
EX 79.52
EX 80.69EX 80.90
EX 81.07
EX 81.35
EX 81.51
EX 81.54
EX 81.51
EX 81.42
EX 81.40
EX 81.18
EX 80.88
EX 80.75
EX 81.52
EX 81.47
EX 81.21
EX 81.50
81.59
81.80
81.60
81.20
81.31
81.20
INV=77.20
81.64
81.80
81.75
80.80 80.80
81.56
81.80 81.60
81.20
81.70
81.30
81.21
81.08
80.92
81.68
81.68
81.68
81.68
81.70
81.68
81.56
81.52
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
81.5281.57
81.56
81.66
INV=77.50
81.4081.50
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
UE,DE,
PRIVATE AE
49
7
9
.
5
78.50
4979
81.30
78.99
79.10
80.51
80.71 80.71
81.30
81.50
EX CURB FL
OUTFALL=77.16
81.54 81.50
81.48
81.60
EXPOSED FOUNDATION
RETAINING WALL
RETAINING WALL
4978
.
5
49
7
7
.
5
49
7
8
49
7
8
.
5
49
7
9
4979
.
5
49
8
0
49
8
0
.
5
49
8
1
4
9
8
0
.
5
49
8
1
49
8
1
.
5
49
8
1
49
8
1
.
5
498
2
INV=77.29
80.49
79.73
81.64
80.72
80.60
81.11
81.40
81.31
81.70
81.40
81.31
79.90 79.89
79.81 79.80
81.54
81.46
81.40
81.45
81.50
81.42
81.62
81.57
81.49
81.4281.52
81.59
81.58
81.64
81.70
81.75
81.00
78.40
79.11
79.19
79.31
79.47
79.50
79.50
79.01
79.01
79.6179.90
80.29
80.53
80.09
EX 80.10
EX 79.93 EX 79.82
80.90 80.96 80.96
81.80
79.50
81.79
81.63
81.63 81.60
81.56
81.56
81.56
81.68
81.57
81.68
81.75
81.78
81.75
81.76
81.79
81.79
81.35
79.50
79.50
79.50
79.50
80.00
80.00
80.00
80.00
81.12
81.5281.00
81.35
81.45
81.42
81.36
81.43
81.32
81.28
81.20
81.04
80.93
80.80
81.80
81.80
81.80EX 81.87
81.8081.51
79.41
79.41
79.38
79.22
79.28
EX 78.48
79.02
81.34
81.32
81.48
81.34
4
9
8
0
.
5
4980
49
8
1
.
5
49
8
1
.
5
498
1
.
5
498
1
.
5
4979.5
EX 77.58
EX 77.75
EX 77.89
EX 78.09
EX 78.23
EX 78.33
EX 78.39
EX 78.43
EX 78.48
EX 78.50
EX 78.62
EX 79.65EX 79.84
EX 79.30EX 79.47EX 79.96
EX 80.34EX 80.47
EX 80.09
TRACT
B
49
8
0
.
5
49
8
1
49
8
0
.
5
4980
4980
4980.5
4981
4981.549824982
4978.5
4979.5
4980.5
49
7
9
.
5
49
7
9
49
7
9
49
7
8
.
5
4979.54
9
8
1
.
5
4
9
8
1
4979.5
4979
4980
4981
4980.5
498
0
49
7
9
.
5
49
7
9
4
9
7
9
.
5
4
9
7
9
4
9
7
8
.
5
49
7
8
4981.5
4981
4980.5
4
9
8
1
.
5
498
1
.
5
4981.5
497
9
9' PRIV. UE,
PRIV. AE
PUBLIC
UE
PUBLIC
UE
2' CONC CHANNEL
12" DEEP
GRADING
PLAN
8
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
5
S
A
I
N
T
C
L
O
U
D
D
R
I
V
E
,
S
U
I
T
E
2
0
1
LO
V
E
L
A
N
D
,
C
O
8
0
5
3
8
PH
O
N
E
:
9
7
0
-
8
3
4
-
6
3
6
4
ww
w
.
w
i
l
s
o
n
c
o
.
c
o
m
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
90%
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. ALL GRADING SHALL BE CONFINED TO THE PROPERTY BEING
DEVELOPED OR ADJACENT PUBLIC RIGHT-OF-WAY. NO GRADING SHALL
BE DONE OUTSIDE OF PROPERTY LINES UNLESS OTHERWISE SHOWN.
2. REFER TO THE EROSION CONTROL PLAN SHEET FOR TEMPORARY
CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE
USED IN ORDER TO PREVENT LOADING OF THE LID DRAINAGE FACILITY
WITH SEDIMENT DURING CONSTRUCTION.
2. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDE3WALKS, 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.
CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
U
N
I
T
A
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
EXISTING MAJOR CONTOUR
LEGEND
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
XX.XX PROP SPOT ELEVATION (FT)
EX SPOT ELEVATION (FT)
811
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
RD
P
E
E
RD
RD
SCB
G
W
W
W
W
FI
B
E
R
SS
E
E
SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X X
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X X X
XX
X
X4981.5
4
9
8
1
49
7
7
.
5
497
8
4978.
5
49
7
9
4979.5
4979.5
49
8
0
49
8
0
.
5
STORMTECH 160 LP (12X2)
MA
T
H
E
W
S
S
T
R
E
E
T
E OAK STREET
AL
L
E
Y
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
UE,DE,
PRIVATE AE
4
9
8
1
498
1
.
5
49
8
1
.
5
498
1
.
5
4981 4980.5 49804981.5
4
9
8
1
.
5
49
8
1
.
5
4979
4978.5
4
9
7
8
.
5
4
9
7
9
4
9
7
9
.
5
49
7
9
.
5
EX COMBINATION INLET
(ON-GRADE)
FLOW NORTH TO EX
TRIPLE COMBINATION
INLETS IN MATHEWS
2'X3' CURB INLET
ADS NYLOPLAST
24" AREA INLET
W/ DOME GRATE
6" ROOF DRAIN
FOR EAST
BUILDINGS
36" NYLOPLAST JUNCTION
W/ SOLID LID
STORMTECH 160 LP (12X2)
15" HP
36" NYLOPLAST BASIN W/ WEIR
AND SOLID LID
TOP OF WEIR=4979.5
H ON WEIR=4980.1
36" NYLOPLAST BASIN
W/ SOLID LID
15" HP
8"X12" 90° BEND
6" ROOF C/O
4" PERF PVC
(2) 8" HP
12" HP
15" HP
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
(TYP)
12" HP
36 LF OF 4" C900 FIRE SERVICE
8"X12" TEE
(TYP)
12" 90° BEND
6" ROOF C/O
12"X15" TEE
4" SOLID
PVC
8"X8" TEE
8" 90° BEND
2' CONC CHANNEL
12" DEEP
6" ROOF C/O
6" ROOF DRAIN
FOR WEST BUILDINGS
6" ROOF C/O
12" HP
DRAINAGE
PLAN
9
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
5
S
A
I
N
T
C
L
O
U
D
D
R
I
V
E
,
S
U
I
T
E
2
0
1
LO
V
E
L
A
N
D
,
C
O
8
0
5
3
8
PH
O
N
E
:
9
7
0
-
8
3
4
-
6
3
6
4
ww
w
.
w
i
l
s
o
n
c
o
.
c
o
m
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
90%
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
U
N
I
T
A
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
EXISTING MAJOR CONTOUR
BASIN COEFFICIENT (100-YR)
DRAINAGE BASIN AREA
DRAINAGE BASIN NUMBER
DESIGN POINT
PROPOSED DRAINAGE BASIN DIVIDE LINE
FLOW PATH
LEGEND
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
811
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
RD
SCBSCB
RD
P
E
E
RDRD
SCB
G
ST
W
W
W
W
FI
B
E
R
SS
E
E
SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W SS
SS
SS
SS
SS
SS
SS
SS
IP-3
IP-3
IP-3
IP-3
IP-3
IP-1
IP-1RS-1RS-1
CF
VTC
IP-1
IP-1
SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL SCL
SC
L
SC
L
SC
L
SC
L
SC
L
SC
L
SC
L
SC
L
SC
L
SC
L
SC
L
RS-1
RS-1
RS-1
RS-1
SCL-2
SCL-2
SCL-2
SCL-2
SCL-2SCL-2SCL-2
MA
T
H
E
W
S
S
T
R
E
E
T
E OAK STREET
AL
L
E
Y
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWNGARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
DE, PRIV. UE,
PRIV. AE
TRACT B
9' PRIV. UE,
PRIV. AE
PUBLIC
UE
PUBLIC
UE
RS-1RS-1 RS-1
RS-1
RS-1
SSA
4
9
8
1
49
8
1
4980
498
0
49
7
9
497
8
4979
4978
49
7
8
497
9
4982
49
8
1
498
2
49
8
2
4982
4981
4979
497
9
4979
497
9
49
7
8
49
7
9
4
9
7
8
49
8
2
36" NYLOPLAST JUNCTION W/ SOLID LID
STORMTECH 160 LP (12X2)
EX STORM INLET
2'X3' CURB INLET
ADS NYLOPLAST 36" NYLOPLAST BASIN W/
WEIR AND SOLID LID
36" NYLOPLAST BASIN W/ SOLID LID
24" AREA INLET
W/ DOME GRATE
12" AREA INLET
W/ DOME GRATE
12" AREA INLET
W/ DOME GRATE
12" AREA INLET
W/ DOME GRATE
12" AREA INLET
W/ DOME GRATE
CF
CF
CF
CFCF
CF
SAWCUT (TYP)
CWA SSA
STAGING IN ROW WILL REQUIRE A
PERMIT FROM THE CITY
STAGING IN ROW WILL REQUIRE A
PERMIT FROM THE CITY
EROSION
CONTROL PLAN
10
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
5
S
A
I
N
T
C
L
O
U
D
D
R
I
V
E
,
S
U
I
T
E
2
0
1
LO
V
E
L
A
N
D
,
C
O
8
0
5
3
8
PH
O
N
E
:
9
7
0
-
8
3
4
-
6
3
6
4
ww
w
.
w
i
l
s
o
n
c
o
.
c
o
m
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
90%
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION
CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. EROSION
CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS
COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH
OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND
ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS
AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO
SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM
WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES.
ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY
COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED
(SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION.
4. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS.
DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE
CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
5. ALL ROCK SOCKS ALONG COLLEGE AVENUE AND KENSINGTON DRIVE TO
INCLUDE WARNING MARKERS. ROCK SOCKS ALONG COLLEGE AVENUE SHALL
NOT IMPEDE TRAFFIC BY PROTRUDING INTO THE TRAFFIC LANE.
6. NO TRACKING OF MUD AND DEBRIS WILL BE ALLOWED ONTO THE
SURROUNDING STREETS AND PROPERTIES. IN CASE ANY TRACKING OCCURS,
IT SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
U
N
I
T
A
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
811
LEGEND
SCL SCL
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
FLOW PATH
ROCK SOCK AREA INLET PROTECTION
ROCK SOCK
BLOCK AND ROCK SOCK INLET PROTECTION
TEMPORARY CONSTRUCTION FENCE
SEDIMENT CONTROL LOG AT BACK OF CURB
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL PAD
NOTES REGARDING CONSTRUCTION AND PROTECTION OF STORMTECH DRAINAGE SYSTEM:
1. THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SYSTEM CLEAR OF SEDIMENT DURING CONSTRUCTION.
2. THE SYSTEM SHALL BE INSTALLED AS LATE IN THE CONSTRUCTION PHASING AS POSSIBLE.
3. DURING EXCAVATION FOR THE CHAMBERS AND ROCK, SOILS SHALL BE REMOVED FROM THE SITE OR MOVED TO AN AREA
THAT DOES NOT FLOW TOWARD THE EXCAVATION.
4. FABRIC, ROCK AND CHAMBER INSTALLATION SHALL BE COMPLETED AS QUICKLY AS POSSIBLE WITH MO LOOSE SOIL ABOVE
OR AROUND THE EXCAVATION.
5. THE FABRIC AND ROCK SHALL BE COVERED WITH PAVEMENT AS QUICKLY AS POSSIBLE AFTER CONSTRUCTION.
6. IF PAVING IS NOT IMMEDIATELY AFTER INSTALLATION, THE EDGE OF THE EXCAVATION SHALL BE PROTECTED WITH AN
EDGE PROTECTION BMP (ROCK SOCK OR SEDIMENT CONTROL LOG).
7. PIPES AND INLETS THAT ARE DESIGNED TO DRAIN INTO THE FACILITY SHALL HAVE INLET PROTECTION INSTALLED
IMMEDIATELY TO KEEP SEDIMENT OUT OF THE SYSTEM.
8. THE ISOLATOR ROW SHALL BE INSPECTED AFTER CONSTRUCTION AND CLEANED IF NECESSARY.
LIMITS OF DISTURBANCE
CONCRETE WASHOUT BERM
DETAILS
11
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
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2' CONCRETE CHANNEL
NTS
DETAILS
12
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
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5
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DETAILS
13
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
5
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A
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DETAILS
14
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
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DETAILS
15
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
5
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A
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DETAILS
16
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
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DETAILS
17
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
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DETAILS
18
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
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DETAILS
19
MPO
AGW
MPO
22-100-645-00
JUNE 26, 2024
40
6
5
S
A
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NOTE: WHEN PLACED IN THE GUTTER ADJACENT TO A CURB, ROCK SOCKS SHOULD PROTRUDE
NO MORE THAN ONE FOOT FROM THE CURB IN ORDER FOR TRAFFIC TO PASS SAFELY. ROCK
SOCK SHALL BE ONE FOOT ABUTTING TO CURB AND ONE FOOT OFF OF THE CURB AT A 45
DEGREE ANGLE.
IF LOCATED IN A HIGH TRAFFIC AREA (COLLEGE AVENUE AND KENSINGTON DRIVE), PLACE
CONSTRUCTION MARKERS TO ALERT DRIVERS AND STREET MAINTENANCE WORKERS OF
THEIR PRESENCE.