HomeMy WebLinkAboutPlans - Utility Plan - 03/21/2025PROPOSED SPOT GRADE
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE
PROPOSED INLET
ZONE LOT LINE
PROPOSED WATER LINE
PROPOSED ELECTRICAL
PROPOSED TELEPHONE LINE
PROPOSED SANITARY LINE
PROPOSED STORM LINE
LEGEND
8"
8"
EVERGREEN TREE
DIAMETER OF TRUNK
NUMBER OF PARKING STALLS
DECIDUOUS TREE
WATER VALVE
WATER METER
DIAMETER OF TRUNK
UTILITY POLE
COMMUNICATIONS PEDESTAL
STREET LIGHT
MONITOR WELL
SIGN
ELECTRIC TRANSFORMER
FILLER PLATE
FIRE HYDRANT
ELECTRICAL METER
GAS METER
MANHOLE (STORM)
ELECTRICAL BOX
ACCESS PLATE
OVERHEAD UTILITY LINE
A/C UNIT
BOLLARD
CLEANOUT
FENCE LINE
RAILING
FIBER-OPTIC LINE
STORM SEWER LINE
SANITARY SEWER LINE
ELECTRICAL LINE
CONTOUR LINE
WATER LINE
GAS LINE
IRRIGATION VALVE
ELECTRIC VAULT
LIGHT POLE (DIRECTIONAL)
UTILITY MARKER
FOUND MONUMENT AS DESCRIBED
FOUND CHISELED CROSS
RIGHT-OF-WAYR.O.W.
LAND SURVEYOR NUMBERL.S. NO.
BOOK AND PAGEBK. PG.
RECEPTION NUMBERREC. NO.
0
ALIQUOT CORNER
EXISTING LEGEND
LANDSCAPINGL/S
MANHOLE (SANITARY)
BUILDING HEIGHT (FF - HIGHEST POINT)BLDGHT
MANHOLE (MISCELLANEOUS)
PROPOSED LEGEND
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED LANDSCAPING
5415.0013
FL
G
P
WALK
TC
LIP
FFE FINISH FLOOR ELEVATION
FLOWLINE
GROUND (NON-PAVED AREA)
PAVEMENT
SIDEWALK (CONCRETE)
TOP OF CURB
GUTTER LIP
INV.INVERT ELEVATION
BW BOTTOM OF WALL
TW TOP OF WALL
BS BOTTOM OF STEPS
TS TOP OF STEPS
S=SLOPE
PROPOSED FIRE HYDRANT
PROPOSED TAPPING SLEEVE
PROPOSED WATER VALVE
PROPOSED WATER METER
PROPOSED CURB STOP
PROPOSED TAP/CORP STOP
NOTE: WATER IMPROVEMENTS SHOWN FOR
INFORMATION ONLY. ALL WATERIMPROVEMENTS SHALL BE CONSTRUCTED PER
THE APPROVED DENVER WATER PLANS.
AREA OF DEMOLITION
FOUND PROPERTY BOUNDARY MONUMENT
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
SITE LOCATION MAP
LEGAL DESCRIPTION
1. A PERMIT MUST BE OBTAINED FOR PRIVATE IMPROVEMENTS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY
(R.O.W.).
3. THE CONTRACTOR MUST CONTACT CONSTRUCTION INSPECTION AT LEAST 5 BUSINESS DAYS BEFORE
CONSTRUCTION TO OBTAIN A REVOCABLE STREET OCCUPANCY PERMIT, A STREET CUT PERMIT, OR A
RIGHT-OF-WAY CONSTRUCTION PERMIT-303-446-3469.
4.THE WATER SYSTEM DESIGN SHOWN HEREON IS FOR INFORMATION ONLY. ALL WATER INFRASTRUCTURE SHALL BE
BID AND CONSTRUCTED FROM THE APPROVED DENVER WATER PLANS.
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UTILITY PLANS FOR 302 CONIFER APARTMENTS
THE SOUTHWEST 1 4 OF SECTION 01, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
LOCATED AT: 302 CONIFER STREET FORT COLLINS, COLORADO
FINAL APPROVAL DATE:
LOT 13, BLOCK 5, REPLAT NO. 1 of EVERGREEN PARK LOCATED IN THE SOUTHWEST 1
4 OF SECTION 101,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY
OF LARIMER, STATE OF COLORADO.
BY: ___________________________
BASIS OF BEARINGS
FLOOD ZONE
BENCHMARK
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07
SOUTHWEST CORNER OF TIMBERLINE RO. AND BEAR MOUNTAIN OR. DUE NORTH OF NEW POLICE BUILDING ON THE
SOUTHWEST CORNER OF A CATCH BASIN.
ELEVATION = 4942.84
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RO. AND TIMBERLINE RO. IN THE TOP OF AN
IRRIGATION STRUCTURE.
ELEVATION = 4938.70
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 COLL/NS DATUM} IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 3.185'
THE BASIS OF BEARINGS IS THE EAST LINE OF LOTS 10-13, BLOCK 5, REPLAT (NO.1) OF EVERGREEN PARK,
AS BEARING NORTH 0°37'46” EAST, WITH THE SOUTHEAST CORNER OF SAID LOT 13, BLOCK 5, BEING A #4
REBAR, NO CAP AND THE NORTHEAST CORNER OF SAID LOT 10, BLOCK 5, BEING A #4 REBAR WITH A
YELLOW PLASTIC CAP STAMPED "LS 10855", AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
BY GRAPHIC PLOTTING ONLY THE SUBJECT PROPERTY IS SITUATED IN FLOOD ZONE "X" ACCORDING TO
FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 0800460212G WITH AN EFFECTIVE DATE OF
NOVEMBER 17, 2005. NO OFFICE CALCULATIONS OR FIELD SURVEYING WAS PERFORMED TO DETERMINE
THIS INFORMATION.
SITE SPECIFIC NOTES
LINE AND CURVE TABLES
STANDARD NOTES
EXISTING CONDITIONS
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EXISTING DRAINAGE PLAN
STORM DRAIN PROFILES
DRAINAGE DETAILS
UTILITY PLAN
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PROPOSED DRAINAGE PLAN
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INITIAL EROSION CONTROL PLAN
INTERIM EROSION CONTROL PLAN
FINAL EROSION CONTROL PLAN
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
FINAL STABILIZATION
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
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GRADING PLAN
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DRAINAGE DETAILS
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INDEMNIFICATION
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.
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.
LICENSED PROFESSIONAL ENGINEER:
STATE OF COLORADO NO. 36320
STRATEGIC LAND SOLUTIONS, INC.
OWNER/DEVELOPER
THE SZANTON COMPANY
ATTN: NATHAN SZANTON
TEN FREE STREET, 3RD FLOOR
PORTLAND, ME 04101
EMAIL: NSZANTON@SZANTONCOMPANY.COM
PHONE: (202) 871-9811
SITE ENGINEER
STRATEGIC LAND SOLUTIONS, INC.
ATTN: ROBERT PALMER, PE
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
ROBERT J. PALMER, P.E.
EMAIL: RPALMER@STRATEGICLS.NET
PHONE (720) 384-7661
LANDSCAPE ARCHITECT
STUDIO TERRA, INC.
ATTN: CAROL ADAMS, ASLA, PLA
758 CLUB DRIVE
LOUISVILLE, CO 80027
EMAIL: CAROL@STUDIOTERRA.NET
PHONE: (303) 494-9138
ARCHITECT
SANTULAN ARCHITECTURE
ATTN: DILLON JONES
388 SANTA FE DRIVE
DENVER, CO 80223
EMAIL: DILLON@SANTULANARCH.COM
PHONE: (805) 2092
SURVEY
EPS GROUP
ATTN: THAREN HELGERSON, PLS
301 N. HOWES ST., SUITE 100
FORT COLLINS, CO 80521
EMAIL: THAREN.HELGERSON@EPSGROUPINC.COM
PHONE: (970) 698-6367
CONTACT INFORMATION
GEOTECHNICAL REPORT
GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN PROPOSED CONIFER STREET
APARTMENTS 302 CONIFER STREET FORT COLLINS, CO PREPARED BY KUMAR AND ASSOCIATES 11/07/2024
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 1800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR
GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING
THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY
UTILITY CROSSINGS REQUIRED.
9.IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN 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.CERTIFICATION OF GRADING AND DRAINAGE FACILITIES MUST BE COMPLETED BY A REGISTERED ENGINEER AND SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST
TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH 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 STUDY FINAL DRAINAGE REPORT 302 CONIFER APARTMENTS DATED 02/14/2025 BY STRATEGIC LAND
SOLUTIONS, 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 RIGHTOF-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:
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07
SOUTHWEST CORNER OF TIMBERLINE RO. AND BEAR MOUNTAIN OR. DUE NORTH OF NEW POLICE BUILDING ON THE SOUTHWEST CORNER OF A CATCH BASIN.
ELEVATION = 4942.84
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RO. AND TIMBERLINE RO. IN THE TOP OF AN IRRIGATION STRUCTURE.
ELEVATION = 4938.70
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 COLL/NS DATUM} IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 3.185'
BASIS OF BEARING
THE BASIS OF BEARINGS IS THE EAST LINE OF LOTS 10-13, BLOCK 5, REPLAT (NO.1) OF EVERGREEN PARK, AS BEARING NORTH 0°37'46” EAST, WITH THE SOUTHEAST CORNER OF SAID
LOT 13, BLOCK 5, BEING A #4 REBAR, NO CAP AND THE NORTHEAST CORNER OF SAID LOT 10, BLOCK 5, BEING A #4 REBAR WITH A YELLOW PLASTIC CAP STAMPED "LS 10855", AND WITH
ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO.
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.
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: DRIVEWAY/INTERSECTION SPACING VARIANCE IS EXPECTED. (THIS NOTE TO BE UPDATED ONCE VARIANCE IS APPROVED)
STANDARD CONSTRUCTION NOTES
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)
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
STANDARD EROSION CONTROL NOTES 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.
38
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30
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
2 OF 30
STANDARD
NOTES
STANDARD EROSION CONTROL NOTES CONT:
"NO TRESPASS"
"NO TRESPASS"
"NO TRESPASS"
"PEDESTRIAN
CROSSING"
"NO TRESPASS"
"STOP"
"NO TRESPASS"
X
X
X
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM COMM COMM
CO
M
M
CO
M
M
CO
M
M
COMM COMM COMM
CO
M
M
CO
M
M
CO
M
M
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W W
E E
E
E
E E E E E E E E E E E E E E E E E E E E E E
E E E
E E E E E E E E E E E E E E E E E E E
E E
E E E
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
CO
M
M
COMM COMM
ST
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT
WV
ELEC
ELEC
TEST
STA
ELEC
F.O.
VAULT
HYD
WV
WV
WV
WV
CABLE
D
S
S
S
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SANITARY MANHOLE
RIM = 4969.51'
FL (N) = 4962.96'
FL (S) = 4962.86'
SANITARY MANHOLE
RIM = 4968.12'
FL (N) = 4961.57'
FL (W) = 4961.62'
FL (E) = 4961.12'
SANITARY MANHOLE
RIM = 4966.71'
FL (W) = 4960.41'
FL (E) = 4960.29'
STORM MANHOLE
WITH TYPE R INTAKE
RIM = 4966.49'
FL (S) 24" RCP = 4963.83'
STORM MANHOLE
RIM = 4968.27'
FL (N) 24" RCP = 4964.16'
FL (S) 24" RCP = 4964.07'
FL (E) 18" RCP = 4964.16'
FL (W) 18" RCP = 4964.17'
ST
ST
ST
ST
ST
ST
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
PARKING
BLOCK
(TYPICAL)
PARKING
BLOCK
(TYPICAL)
"NO TRESPASS"
SOUTH LINE OF LOT 13, BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
S89°20'47"E 383.00'
EAST 383.00' (R)
S0
0
°
3
7
'
4
6
"
W
1
3
5
.
0
0
'
NO
R
T
H
1
3
5
.
0
0
'
(
R
)
N89°20'47"W 368.05'
EAST 368.00' (R)
NO
R
T
H
(
R
)
N0
°
3
8
'
5
6
"
E
47
7
.
3
5
'
S89°20'47"E 475.36'
N0
°
3
7
'
4
6
"
E
49
1
.
7
2
'
NO
R
T
H
(
R
)
17
5
.
0
0
'
17
5
.
0
0
'
107.41'
(R)
107.31'
PUBLIC 80' R.O.W.
(BOOK 1597 PAGE 128)
47
7
.
4
8
'
110.00'
NORTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN PARK
FOUND #4 REBAR
SOUTH 75 FEET OF LOT 11
AND LOT 12
BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
VACANT LOT
BA
S
I
S
O
F
B
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A
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EA
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T
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O
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1
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B
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(
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1
0
-
1
3
,
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(
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1
)
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E
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P
A
R
K
OWNER(S): OLEADA CONIFER LLC
OWNER(S): D AND K GROUP LLC
OWNER(S): LONG CREEK TRUST
TRACT A
PUBLIC R.O.W.
(RECEPTION NO. 20130086239)
83
'
R
.
O
.
W
.
ASPEN HEIGHTS
NORTH LINE OF LOT 13, BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
5'
5' EASEMENT GRANTED TO
U S WEST COMMUNICATIONS, INC.
(RECEPTION NO. 19970035803)
16'
16' UTILITY &
DRAINAGE EASEMENT
(BOOK 1597 PAGE 128/
RECEPTION NO. 85405)
6' UTILITY EASEMENT
(BOOK 1597 PAGE 128/
RECEPTION NO. 85405)
6'
6' UTILITY EASEMENT(BOOK 1597 PAGE 128/RECEPTION NO. 85405)
6'
ZONING: COMMUNITY COMMERCIAL - NORTH COLLEGE DISTRICT
ZONING: COMMUNITY COMMERCIAL - NORTH COLLEGE DISTRICT
ZONING: INDUSTRIAL DISTRICT
SS
SS
SS
66.09fl66.17fl66.26fl66.35fl66.44fl66.52fl66.61fl66.70fl66.79fl66.87fl66.96fl67.13fl67.26fl67.39fl67.51fl
68.00fl
67.73fl
68.12fl
68.24fl
68.36fl
68.48fl
4970
4971
49
7
0
4969
49
6
5
49
6
5
49
6
949
6
9
4967
4968
49
6
9
4971
4970
4970
4969
4968
49
6
8
49
6
7
49
6
6
49
6
4
36" RCP PIPE
FL = 4962.58'
36" RCP PIPE
FL = 4962.76'
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
OWNER(S): LONG CREEK TRUST
ZONING:
COMMUNITY COMMERCIAL -
NORTH COLLEGE DISTRICT
SOUTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN
PARK FOUND #4 REBAR
36" RCP PIPE
FL = 4962.78'
N0
0
°
3
8
'
5
6
"
E
1
2
0
.
0
0
'
NO
R
T
H
1
2
0
.
0
0
'
(
R
)
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
EDGE OF ASPHALT
BENCH
BOLLARD
CABLE BOX
ELECTRIC BOX
BREAKER BOX
CONIFEROUS TREE
DECIDUOUS TREE
CLEANOUT
FOUND MONUMENT AS NOTED
FIRE HYDRANT
INLET GRATE
LIGHT POLE
ELECTRIC METER
TEST STATION
WATER METER
SANITARY MANHOLE
STORM MANHOLE
CABLE PEDESTAL
TELEPHONE PEDESTAL
RAMP
SIGN
WATER VALVE
ELECTRIC VAULT
CABLE
ELEC
ELEC
BRKR
C.O.
HYD
E
W
S
D
C
T
WV
VAULT
ELEC
LEGEND
RIGHT- OF-WAY LINE
EASEMENT LINE
LOT LINE
BOUNDARY LINE
(R)RECORD DIMENSION
X FENCE
BACK OF CURB AND LIP
CURB AND GUTTER FLOWLINE
TEST HOLETH
MAJOR CONTOUR
MINOR CONTOUR
E ELECTRIC LINE
COMM COMMUNICATION LINE
G GAS LINE
SS SANITARY SEWER LINE
ST STORM DRAIN LINE
W WATER MAIN LINE
F E S
CABLE
CABLE
VAULT
TEST
STA
FLARED END SECTION
CABLE BOX
CABLE VAULT
GATE
MANHOLE BASE
38
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03/21/2025
CURRENT.DWG
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30
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
3 OF 30
EXISTING
CONDITIONS
Know what's below.
before you dig.Call
R
EXISTING TOP OF BANK
X
X
X
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
F E SE
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT ELEC
ELEC
TEST
STA
ELEC
F.O.
VAULT
CABLE
D
S
S
D
SOUTH LINE OF LOT 13, BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
S89°20'47"E 383.00'
EAST 383.00' (R)
S0
0
°
3
7
'
4
6
"
W
1
3
5
.
0
0
'
NO
R
T
H
1
3
5
.
0
0
'
(
R
)
N89°20'47"W 368.05'
EAST 368.00' (R)
NORTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN PARK
FOUND #4 REBAR
SOUTH 75 FEET OF LOT 11
AND LOT 12
BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
BA
S
I
S
O
F
B
E
A
R
I
N
G
EA
S
T
L
I
N
E
O
F
L
O
T
S
1
0
-
1
3
,
B
L
O
C
K
5
RE
P
L
A
T
(
N
O
.
1
)
O
F
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E
E
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P
A
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WE
S
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S
1
0
-
1
3
,
B
L
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5
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P
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T
(
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O
.
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)
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F
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P
A
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K
TRACT A
RED PLASTIC CAP, LS 36062
NORTH LINE OF LOT 13, BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
SOUTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN
PARK FOUND #4 REBAR
N0
0
°
3
8
'
5
6
"
E
1
2
0
.
0
0
'
NO
R
T
H
1
2
0
.
0
0
'
(
R
)
50' NATURAL HABITAT BUFFER ZONE
FFE=4969.50
17
.
0
0
'
9.00'
24
.
0
0
'
24
.
0
0
'
13
.
0
0
'
6.00'6.00'
5.
5
0
'
24.00'
17.00'
9.
0
0
'
7.00'3.00'3.00'3.00'3.00'3.00'3.00'6.00'
11.00'6.
0
0
'
12.13'6.
0
0
'
12.13'6.
0
0
'
12.13'
6.
0
0
'
12.13'
6.
0
0
'
12.13'6.
0
0
'
6.
0
0
'
10.67'
RAMP WITH HANDRAIL
RE: ARCHITECTURAL PLAN
FOR HANDRAIL DETAILS
EXISTING PUBLIC SIDEWALK
EXISTING CURB AND GUTTER TO REMAIN
EXISTING CURB
AND GUTTER TO
REMAIN
EXISTING CURB AND
GUTTER TO REMAIN
EXISTING CURB AND
GUTTER TO REMAIN
11.00'6.
0
0
'
5.00'
5.
0
0
'
WATER QUALITY
POND
POROUS PAVER
WATER QUALITY/
UNDERGROUND
STORM WATER
DETENTION
8.00'
8.00'
5.00'
8.00'
17
.
0
0
'
8.00'
8.00'
5.00'
9.00'9.00'
9.
0
0
'
OVERHANG
COLUMN (TYP.)
4.00'
4.
0
0
'
4" CURB W/1'
GUTTER
BEGIN 4" CURB
W/1' GUTTER
END 4" CURB
W/1' GUTTER
BEGIN 6" CURB
W/1' GUTTER
TRANSITION CURB HEIGHT
THROUGH RETURN
6" CURB W/1' GUTTER
6" CURB W/1' GUTTER 9.00'
17
.
0
0
'
17.00'
5.
0
0
'
3.00'3.00'3.00'3.00'3.00'
12.13'12.13'
6.
0
0
'
6.
0
0
'
12.13'
6.
0
0
'
NDS YARD
INLET (TYP.)
TRASH ENCLOSURE
RE: ARCHITECTURAL
PLANS
7" 4,500 PSI CONC.
14.00'
20
'
10.00'
PEDESTRIAN GATE
MAINTENANCE ROOM
ELECTRICAL METERS
WATER ENTRY ROOM
5.
0
0
'
6.
0
0
'
6.
0
0
'
RIGHT OUT ONLY
(TYPE 2)
PER LCUASS 706.2
5.00'4.00'4.00'
4.
0
0
'
4.00'
10
'
175'
17
5
'
PEDESTRIAN
SITE TRIANGLE
PEDESTRIAN
SITE TRIANGLE
PEDESTRIAN
SITE TRIANGLE
PEDESTRIAN
SITE TRIANGLE
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
FULL ACCESS (TYPE I)
PER LCUASS 706.2
PRIVATE ONSITE SIDEWALKS
4" THICK 4,500 PSI CONC. (TYP.)
PRIVATE ONSITE SIDEWALKS
4" THICK 4,500 PSI CONC. (TYP.)
ELECTRICAL METERSPRIVATE PATIO (TYP.)
PRIVATE PATIO (TYP.)
PRIVATE PATIO (TYP.)
POROUS PAVER
WATER QUALITY/
UNDERGROUND
STORM WATER
DETENTION
16.00'
UTILITY
ESMT.
22.00'22.00'22.00'
13
.
0
0
'
4.00'
ACCESSIBLE PARKING
STRIPING, MARKINGS,
AND SIGNAGE PER DETAIL
2.7 & 2.8 ON SHEET 29
24.00'
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
6" CURB W/1' GUTTER
10' UTIL. ESMT
EX
I
S
T
I
N
G
P
U
B
L
I
C
S
I
D
E
W
A
L
K
12.13'12.13'
SLIDING GATES
SITE PLAN NOTES SITE PLAN LEGEND (PROPOSED)
XX
38
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C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
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R
S
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E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
4 OF 30
SITE PLAN
Know what's below.
before you dig.Call
R
FIRE
LANE
L
FIRE
LANE
B
FIRE
LANE
R
30"X30" MUTCD
STOP SIGN R-1
30"X30" MUTCD STOP SIGN R-1W/R3-5R " RIGHTTURN ONLY" SIGN BELOW STOP SIGN & R5-1 "DONOT ENTER" SIGN BACK SIDE OF STOP SIGN
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
LENGTH
24.820
14.000
18.000
18.000
1.000
1.000
17.000
34.544
2.059
12.544
7.667
12.251
0.250
1.787
99.000
14.000
120.338
10.243
27.919
24.825
14.000
18.000
18.000
13.000
1.000
72.000
16.085
15.667
99.000
14.000
3.000
14.000
99.000
14.000
3.000
14.000
99.000
16.000
22.776
DIRECTION
S00° 39' 13.26"W
S89° 20' 46.74"E
S00° 39' 13.26"W
N89° 20' 46.74"W
S00° 39' 13.26"W
S89° 20' 46.74"E
S89° 20' 46.74"E
S00° 39' 13.26"W
S45° 39' 13.26"W
N89° 20' 46.74"W
S00° 39' 13.26"W
S89° 20' 46.74"E
N00° 39' 13.27"E
N00° 39' 13.26"E
S89° 20' 46.74"E
S00° 39' 13.26"W
S89° 20' 46.74"E
S44° 20' 46.74"E
S89° 20' 46.74"E
S00° 39' 13.26"W
N89° 20' 46.74"W
S00° 39' 13.26"W
S89° 20' 46.74"E
N89° 20' 46.74"W
S00° 39' 13.26"W
S00° 39' 13.26"W
S89° 20' 46.74"E
S00° 39' 13.26"W
S89° 20' 46.74"E
N00° 39' 13.26"E
S89° 20' 46.74"E
S00° 39' 13.26"W
S89° 20' 46.74"E
N00° 39' 13.26"E
S89° 20' 46.74"E
S00° 39' 13.26"W
S89° 20' 46.74"E
N00° 39' 13.26"E
S89° 20' 46.74"E
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
LENGTH
4.712
1.571
1.571
4.712
12.566
1.571
4.712
2.356
2.356
4.712
1.571
1.571
12.566
4.712
4.712
4.712
4.712
4.712
RADIUS
3.000
1.000
1.000
3.000
8.000
1.000
3.000
3.000
3.000
3.000
1.000
1.000
8.000
3.000
3.000
3.000
3.000
3.000
DELTA
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
045.0000
045.0000
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
090.0000
38
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8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
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I
F
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S
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
5 OF 30
LINE AND
CURVE TABLE
Know what's below.
before you dig.Call
R
X
X
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT
WV
ELEC
ELEC
TEST
STA
D
WV
WV
WV
WV
CABLE
D
S
S
D
PUBLIC 80' R.O.W.
(BOOK 1597 PAGE 128)
VACANT LOT
OWNER(S): OLEADA CONIFER LLC
PUBLIC R.O.W.
(RECEPTION NO. 20130086239)
83
'
R
.
O
.
W
.
ZONING: COMMUNITY COMMERCIAL - NORTH COLLEGE DISTRICT
ZONING: INDUSTRIAL DISTRICT 4970
4971
49
7
0
4969
49
6
5
49
6
5
49
6
949
6
9
4967
4968
49
6
9
4970
4970
4969
4968
49
6
8
49
6
7
49
6
6
49
6
4
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
OWNER(S): LONG CREEK TRUST
ZONING:
COMMUNITY COMMERCIAL -
NORTH COLLEGE DISTRICT
FFE=4969.50
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
75
'
25'
55
20
'
EMERGENCY
CONSTRUCTION GATE
PRIMARY
CONSTRUCTION
GATE
11
.
0
0
'
11.00'
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
38
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D
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e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
6 OF 30
INITIAL
EROSION
CONTROL
Know what's below.
before you dig.Call
R
DESCRIPTION
TOTAL AREA OF DISTURBANCE
HEAVY CONSTRUCTION VEHICLE TRAFFIC AREAS OFFSITE
APPROXIMATE PERCENT OF PROJECT THAT WILL BE DISTURBED AT ANY ONE TIME
ESTIMATED PRE-EXISTING VEGETATION COVERAGE
EXISTING SOIL TYPE
DEPTH TO GROUND WATER
NUMBER OF PROJECT PHASES
TOTAL VOLUME OF PROJECT EARTHWORK
TOTAL STOCKPILE AREA
TOTAL AREA OF ONSITE DISTURBANCE
TOTAL AREA OF OFFSITE DISTURBANCE
TOTAL STORAGE/STAGING AREAS NOT INCORPORATED IN ONSITE AND OFFSITE CALCULATIONS
TOTAL AREA OF NEW OR IMPROVED HAUL ROADS
STEEPEST SLOPE
DISTANCE FROM RIPARIAN/SENSITIVE AREA
EROSION CONTROL PLAN TABLE
1.25 ACRES
1.19 ACRES
0.06 ACRES
0 ACRE
0 ACRE
0 ACRE
95%
90%
CARUSO CLAY (98.9%) AND NUNN CLAY LOAM (1.1%)
9'-10' IN GEOTECHNICAL REPORT TEST HOLES
ONE (1) PHASE
3,240 CUFT CUT / 2,689 CUFT FILL / NET 551 CUFT HAUL OFF
0 CUFT (EXISTING PLANS ARE NON-NATIVE, AND THE SOIL IS NOT APPROPRIATE FOR TOP SOIL
22:1 (4.55%)
618 FEET (WATER QUALITY POND NE OF THE SITE
QUANTITY
X
X
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM COMM
CO
M
M
CO
M
M
CO
M
M
COMM COMM
CO
M
M
CO
M
M
CO
M
M
W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
CO
M
M
COMM COMM COMM
ST
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT
WV
ELEC
ELEC
TEST
STA
WV
WV
WV
WV
CABLE
D
S
S
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
ST
ST
SS
SS
SS
SS
4970
4971
49
7
0
4969
49
6
5
49
6
5
49
6
949
6
9
4967
4968
49
6
9
4970
4970
4969
4968
49
6
8
49
6
7
49
6
6
49
6
4
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
75
'
25'
55
20
'
EMERGENCY
CONSTRUCTION GATE
PRIMARY
CONSTRUCTION
GATE
11
.
0
0
'
11.00'
4969
4968
49
6
8
4969
CAP PIPE END UNTIL
POROUS PAVER ANDSTORAGE GRAVELARE INSTALLED
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
49
6
9
4969
38
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e
D
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D
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v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
7 OF 30
INTERIM
EROSION
CONTROL
Know what's below.
before you dig.Call
R
DESCRIPTION
TOTAL AREA OF DISTURBANCE
HEAVY CONSTRUCTION VEHICLE TRAFFIC AREAS OFFSITE
APPROXIMATE PERCENT OF PROJECT THAT WILL BE DISTURBED AT ANY ONE TIME
ESTIMATED PRE-EXISTING VEGETATION COVERAGE
EXISTING SOIL TYPE
DEPTH TO GROUND WATER
NUMBER OF PROJECT PHASES
TOTAL VOLUME OF PROJECT EARTHWORK
TOTAL STOCKPILE AREA
TOTAL AREA OF ONSITE DISTURBANCE
TOTAL AREA OF OFFSITE DISTURBANCE
TOTAL STORAGE/STAGING AREAS NOT INCORPORATED IN ONSITE AND OFFSITE CALCULATIONS
TOTAL AREA OF NEW OR IMPROVED HAUL ROADS
STEEPEST SLOPE
DISTANCE FROM RIPARIAN/SENSITIVE AREA
EROSION CONTROL PLAN TABLE
1.25 ACRES
1.19 ACRES
0.06 ACRES
0 ACRE
0 ACRE
0 ACRE
95%
90%
CARUSO CLAY (98.9%) AND NUNN CLAY LOAM (1.1%)
9'-10' IN GEOTECHNICAL REPORT TEST HOLES
ONE (1) PHASE
3,240 CUFT CUT / 2,689 CUFT FILL / NET 551 CUFT HAUL OFF
0 CUFT (EXISTING PLANS ARE NON-NATIVE, AND THE SOIL IS NOT APPROPRIATE FOR TOP SOIL
22:1 (4.55%)
618 FEET (WATER QUALITY POND NE OF THE SITE
QUANTITY
X
X
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM COMM
CO
M
M
CO
M
M
CO
M
M
COMM COMM
CO
M
M
CO
M
M
CO
M
M
W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
CO
M
M
COMM COMM COMM
ST
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT
WV
ELEC
ELEC
TEST
STA
WV
WV
WV
WV
CABLE
D
S
S
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
ST
ST
SS
SS
SS
SS
4970
4971
49
7
0
4969
49
6
5
49
6
5
49
6
949
6
9
4967
4968
49
6
9
4970
4970
4969
4968
49
6
8
49
6
7
49
6
6
49
6
4
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
EMERGENCY
CONSTRUCTION GATE
PRIMARY
CONSTRUCTION
GATE
4969
4968
49
6
8
4969
79.94'195.69'
57
.
1
7
'
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
49
6
9
4969
38
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e
D
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D
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e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
8 OF 30
FINAL EROSION
CONTROL
Know what's below.
before you dig.Call
R
FINAL EROSION CONTROL NOTES:
1.SCL TO REMAIN IN PLACE UNTIL LANDSCAPING IS ESTABLISHED
2.IPI TO REMAIN IN PLACE UNTIL LANDSCAPING IS ESTABLISHED
3.CS TO REMAIN IN PLACE UNTIL LANDSCAPING IS ESTABLISHED
4.SILT FENCE AND CONSTRUCTION FENCE TO REMAIN IN-PLACE
UNTIL FINAL EROSION CONTROL INSPECTION SIGNOFF
5.EROSION CONTROL CLOSEOUT CAN OCCUR WHEN LANDSCAPING
IS ESTABLISHED, INSPECTED, AND ALL EROSION BMP HAVE BEEN
REMOVED.
DESCRIPTION
TOTAL AREA OF DISTURBANCE
HEAVY CONSTRUCTION VEHICLE TRAFFIC AREAS OFFSITE
APPROXIMATE PERCENT OF PROJECT THAT WILL BE DISTURBED AT ANY ONE TIME
ESTIMATED PRE-EXISTING VEGETATION COVERAGE
EXISTING SOIL TYPE
DEPTH TO GROUND WATER
NUMBER OF PROJECT PHASES
TOTAL VOLUME OF PROJECT EARTHWORK
TOTAL STOCKPILE AREA
TOTAL AREA OF ONSITE DISTURBANCE
TOTAL AREA OF OFFSITE DISTURBANCE
TOTAL STORAGE/STAGING AREAS NOT INCORPORATED IN ONSITE AND OFFSITE CALCULATIONS
TOTAL AREA OF NEW OR IMPROVED HAUL ROADS
STEEPEST SLOPE
DISTANCE FROM RIPARIAN/SENSITIVE AREA
EROSION CONTROL PLAN TABLE
1.25 ACRES
1.19 ACRES
0.06 ACRES
0 ACRE
0 ACRE
0 ACRE
95%
90%
CARUSO CLAY (98.9%) AND NUNN CLAY LOAM (1.1%)
9'-10' IN GEOTECHNICAL REPORT TEST HOLES
ONE (1) PHASE
3,240 CUFT CUT / 2,689 CUFT FILL / NET 551 CUFT HAUL OFF
0 CUFT (EXISTING PLANS ARE NON-NATIVE, AND THE SOIL IS NOT APPROPRIATE FOR TOP SOIL
22:1 (4.55%)
618 FEET (WATER QUALITY POND NE OF THE SITE
QUANTITY POROUS PAVER NOTE:
POROUS PAVERS MUST BE PROTECTED FROM INFILTRATION
FROM CONSTRUCTION DEBRIS AND EROSION RUNOFF ONCE
INSTALLED.
PROTECTION OPTION 1
PLACE FILTER FABRIC OVER THE PAVER AREAS, WITH A
MINIMUM OF 2-INCHES OF GRAVEL OVER THE FILTER
FABRIC.
PROTECTION OPTION 2
PAVERS SHALL BE COVERED BY AND IMPERIOUS COVER (I.E.
A POLY TARP OR SIMILAR) AND THEN COVERED BY
PLYWOOD FOR THE DURATION OF CONSTRUCTION.
38
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8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
9 OF 30
FINAL
STABILIZATION
38
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0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
10 OF 30
EROSION
CONTROL DETAILS
SURFACE ROUGHENING 2
MULCHING
3 4
ROLLED EROSION CONTROL PRODUCTS 756FUEL CONTAINMENT BERM 8
1 SURFACE ROUGHENING SURFACE ROUGHENING
ROLLED EROSION
CONTROL PRODUCTS
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
11 OF 30
EROSION
CONTROL DETAILS
9 10 11
1614
11
13 15
ROLLED EROSION CONTROL PRODUCTS ROLLED EROSION CONTROL PRODUCTS ROLLED EROSION CONTROL PRODUCTS
TEMPORARY OUTLET PROTECTION
ROLLED EROSION CONTROL PRODUCTS
TEMPORARY OUTLET PROTECTION TEMPORARY OUTLET PROTECTION EARTH DIKES AND
DRAINAGE SWALES
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
12 OF 30
EROSION
CONTROL DETAILS
17 18 19
2422
20
21 23
EARTH DIKES AND DRAINAGE SWALES CHECK DAMS
CHECK DAMS CHECK DAMS
EARTH DIKES AND DRAINAGE SWALES EARTH DIKES AND DRAINAGE SWALES
CHECK DAMS CHECK DAMS
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
13 OF 30
EROSION
CONTROL DETAILS
25 26 27
3230
28
29 31
CONCRETE WASHOUT AREAWIND AND DUST CONTROLCHECK DAMS CHECK DAMS
STOCKPILE MANAGEMENTCONCRETE WASHOUT AREACONCRETE WASHOUT AREA STOCKPILE MANAGEMENT
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
14 OF 30
EROSION
CONTROL DETAILS
33 34 35
4038
36
37 39
GOOD HOUSEKEEPINGSTOCKPILE MANAGEMENT STOCKPILE MANAGEMENT
GOOD HOUSEKEEPING
STOCKPILE MANAGEMENT
GOOD HOUSEKEEPING GOOD HOUSEKEEPING GOOD HOUSEKEEPING
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
15 OF 30
EROSION
CONTROL DETAILS
41 42 43
4846
44
45 47
SILT FENCE
SEDIMENT CONTROL LOG
GOOD HOUSEKEEPING SILT FENCE SILT FENCE
SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG SEDIMENT CONTROL LOG
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
16 OF 30
EROSION
CONTROL DETAILS
49 50 51
5654
52
53 55
ROCK SOCK
INLET PROTECTION
SEDIMENT CONTROL LOG ROCK SOCK ROCK SOCK
INLET PROTECTION INLET PROTECTION INLET PROTECTION
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
17 OF 30
EROSION
CONTROL DETAILS
57 58 59
6462
60
61 63
SEDIMENT TRAPINLET PROTECTION INLET PROTECTION INLET PROTECTION
SEDIMENT TRAP CONSTRUCTION FENCESEDIMENT TRAP CONSTRUCTION FENCE
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
18 OF 30
EROSION
CONTROL DETAILS
65 66 67
7270
68
69 71
VEHICLE TRACKING CONTROLCONSTRUCTION FENCE VEHICLE TRACKING CONTROL VEHICLE TRACKING CONTROL
VEHICLE TRACKING CONTROL STABILIZED STAGING AREAVEHICLE TRACKING CONTROL STABILIZED
STAGING AREA
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
19 OF 30
EROSION
CONTROL DETAILS
73 74 75
8078
76
77 79 NOT USED
STREET SWEEPING & VACUUMING TEMPORARY DIVERSION METHODSSTABILIZED STAGING AREA TEMPORARY DIVERSION METHODS
TEMPORARY DIVERSION METHODS TEMPORARY DIVERSION METHODS TEMPORARY DIVERSION METHODS
X
X
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT
WV
ELEC
ELEC
TEST
STA
ELEC
F.O.
VAULT
HYD
WV
WV
WV
WV
CABLE
D
S
S
D
STORM MANHOLE
WITH TYPE R INTAKE
RIM = 4966.49'
FL (S) 24" RCP = 4963.83'
STORM MANHOLE
RIM = 4968.27'
FL (N) 24" RCP = 4964.16'
FL (S) 24" RCP = 4964.07'
FL (E) 18" RCP = 4964.16'
FL (W) 18" RCP = 4964.17'
ST
ST
ST
ST
ST
ST
ST
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
ST
SOUTH LINE OF LOT 13, BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
NORTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN PARK
FOUND #4 REBAR
BA
S
I
S
O
F
B
E
A
R
I
N
G
EA
S
T
L
I
N
E
O
F
L
O
T
S
1
0
-
1
3
,
B
L
O
C
K
5
RE
P
L
A
T
(
N
O
.
1
)
O
F
E
V
E
R
G
R
E
E
N
P
A
R
K
UNITED WAY HOUSING
SERVICES DAY CENTER
NORTH LINE OF LOT 13, BLOCK 5
REPLAT (NO.1) OF EVERGREEN PARK
66.09fl66.17fl66.26fl66.35fl66.44fl66.52fl66.61fl66.70fl66.79fl66.87fl66.96fl67.13fl67.26fl67.39fl67.51fl
68.00fl
67.73fl
68.12fl
68.24fl
68.36fl
68.48fl
4971
49
7
0
4969
49
6
5
49
6
5
49
6
949
6
9
4967
4968
49
6
9
4970
4970
4969
4968
49
6
8
49
6
7
49
6
6
49
6
4
36" RCP PIPE
FL = 4962.58'
36" RCP PIPE
FL = 4962.76'
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
SOUTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN
PARK FOUND #4 REBAR
36" RCP PIPE
FL = 4962.78'
50' NATURAL HABITAT BUFFER ZONE
EXITING FIRE HYDRANT
15" CONC. FES
INV.=4963.50
W/TYPE L SOIL
RIPRAP 1.75' DEEP
15" RCP @0.50%
STCB-1 10' TYPE RGRATE=4968.20INV. IN=496.20INV. OUT=4964.10
OCS 5'X6" IDRIM=4968.60
INV. IN (W)=4965.50INV. IN (S)=4965.50INV. OUT=4963.8020' L.F. 15" RCP STUB
INV.=4966.26
OBSV. WELL W/TRAFFIC LIDINV.=4966.50
OBSV. WELL W/
TRAFFIC LID INV.=4966.50
OBSV. WELL W/TRAFFIC LID INV.=4965.50
OBSV. WELL W/
TRAFFIC LID INV.=4966.50
4" SLOTTED PIPE S=0.50%
4" SLOTTED PIPE S=0.50%
6" SLOTTED PIPE S=0.50%
4" SLOTTED PIPE S=0.50%
14'5.
5
0
'
4"X4"X6" TEE
4" SLOTTED PIPE S=0.50%4"X4"X4" TEE
FFE=4969.50
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
4969
4968
49
6
8
4969
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
49
6
9
4966.15fl
4966.13fl
4966.63tc
4966.70w4966.22w
4966.00fl
4966.23fl
4966.25fl
4966.75tc
4966.82w
4966.30w
4969.00g
4969.00g
4968.00g
4967.00g
4969.68g
4969.17P 4969.17P
4969.129 4969.129
4969.00W 4969.00W
4968.97W
4968.97W
4968.50fl
4967.16fl
4967.25fl
4968.00fl
4968.70fl 4968.60fl
4968.60fl
4968.65fl
4968.70fl
4968.85fl
4968.87fl4969.42w
4969.40W
4969.40W
4968.90FL 4968.90FL
4968.60P
4968.60P
4968.50FL
4969.00G4970.00G
4970.90g4970.00g
4968.90fl
4968.85fl
4968.82fl
4968.50fl
4968.45fl
4968.30fl
4968.55fl
4968.55fl
4968.00fl
4969.30g
4968.50fl
4968.90fl
4968.80p
4968.10fl 4968.00fl
4968.35fl4968.20fl
4968.70fl
4968.70fl
4968.70fl 4968.65fl4968.50fl
4968.50fl 4968.50fl 4968.50fl
4969.50fl
4968.80fl
4968.80fl4968.80fl
4969.25fl
4968.80fl
4968.50fl
4968.30g
4968.50g
4968.27fl
4968.34w
4968.34fl
4968.37fl
4968.87tc
4968.94w
4968.24fl
4968.74tc
4968.81w
4968.80fl
4968.90fl
4969.00fl
4969.00fl
4968.80fl
4968.80fl
4968.80fl
4968.80fl
4968.50g 4968.50g 4968.50g
4968.40fl 4967.90fl
4967.55fl
4967.15fl
4967.05fl
4969.05p
4969.05p
4969.05p
4969.05p
4969.05p
4969.05p
4969.05p4969.05p
4969.05p
4969.05p
4969.05p
4969.05p4969.05p
4969.05p
4969.05p4969.05p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p4969.15p
4969.15p 4969.15p 4969.15p 4969.15p 4969.15p
4969.15p4969.15p
4969.15p
4968.57w
4967.00w 4966.95w
4966.95w
4966.95w
4966.85w
4966.85w
4967.19w
4967.18w
4967.37w
4967.33w4967.70w
4967.65w
4967.65w
4967.72w
4967.83w
4968.22w
4968.00W
4969.45w
4969.45w 4969.45w
4969.45w
4968.10w
4968.05w
4968.50gt
4966.50gt
4966.57w
4968.77w
4968.75w
4968.97w
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.05p 4969.05p4969.05p4969.05p4969.05p
4969.05p
4969.05p
4969.00p
4969.00p
4969.00p4969.00p
4969.00p
4969.00p4969.00p 4969.00p4969.00p
4968.95p
4968.95p
4968.95p
4969.40w 4969.40w
4968.90fl
4968.50p
4969.45w
4969.42w
4969.40w
4969.40w
4968.90w
4969.45w
4968.95w
4968.90w
4969.40w4968.80fl
4969.31w4969.28w
4968.81w
4968.80w
4968.70fl
4968.50fl
4969.15p
4968.10TW
4967.0BW
10" PVC @ 0.50%
4968.50p
4968.80p
4968.80p
4968.90fl
4968.90fl
4968.50p
4968.50p4968.50p
4968.50p
4968.50p
4969.00p
4969.00p
4969.009
4969.009
4968.57w
4968.50w
4969.45w
4969.45w
4968.50TW
4968.00BW
4968.41w
4967.81w4968.20w
4969.15p
4968.60p
4969
GRADING and DRAINAGE NOTES
5805
GRADING & DRAINAGE LEGEND
5811
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
20 OF 30
GRADING PLAN
Know what's below.
before you dig.Call
R
BASIS OF BEARINGS
FLOOD ZONE
BENCHMARK
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07
SOUTHWEST CORNER OF TIMBERLINE RO. AND BEAR MOUNTAIN OR. DUE NORTH OF NEW POLICE BUILDING
ON THE SOUTHWEST CORNER OF A CATCH BASIN.
ELEVATION = 4942.84
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RO. AND TIMBERLINE RO. IN THE TOP OF AN
IRRIGATION STRUCTURE.
ELEVATION = 4938.70
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 COLL/NS DATUM} IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 3.185'
THE BASIS OF BEARINGS IS THE EAST LINE OF LOTS 10-13, BLOCK 5, REPLAT (NO.1) OF EVERGREEN PARK,
AS BEARING NORTH 0°37'46” EAST, WITH THE SOUTHEAST CORNER OF SAID LOT 13, BLOCK 5, BEING A #4
REBAR, NO CAP AND THE NORTHEAST CORNER OF SAID LOT 10, BLOCK 5, BEING A #4 REBAR WITH A
YELLOW PLASTIC CAP STAMPED "LS 10855", AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
BY GRAPHIC PLOTTING ONLY THE SUBJECT PROPERTY IS SITUATED IN FLOOD ZONE "X" ACCORDING TO
FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 0800460212G WITH AN EFFECTIVE DATE OF
NOVEMBER 17, 2005. NO OFFICE CALCULATIONS OR FIELD SURVEYING WAS PERFORMED TO DETERMINE
THIS INFORMATION.
BUILDING FINISH FLOOR
THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FORM THE 100-YEAR STORM.
NOTE:
1.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL
HABITAT BUFFER ZONE.
2.POLLINATOR PATHS AND/OR GARDEN NOTES:
a.BIWEEKLY HAND WEEDING IS RECOMMENDED DURING THE GROWING SEASON (MAY - NOVEMBER).
b.MULCH IN POLLINATOR AREAS SHOULD BE SHALLOWER THAN STANDARD PLANTING BEDS AND
MAY NEED MORE FREQUENT REPLACEMENT. BARE SOIL AREAS SHOULD OCCUR FOR GROUND
NESTING BEE SPECIES.
c.DO NOT USE CHEMICAL HERBICIDES OR PESTICIDES IN DESIGNATED POLLINATOR RESOURCE
AREAS. DO NOT USE WEED BARRIER FABRIC IN DESIGNATED POLLINATOR RESOURCE AREAS.
d.DO NOT TRIM PERENNIALS OR GRASSES EARLIER THAN MIDAPRIL IN DESIGNATED POLLINATOR
RESOURCE AREAS.
e.TRIM STEMS OF PERENNIALS TO A HEIGHT OF 68” AND LEAVE IN PLACE UNTIL THE NEXT GROWING
SEASON.
f.LEAVE SMALL BUNCHES OF CUT STEMS WITHIN POLLINATOR BEDS AFTER TRIMMING. STEMS TO
BE PLACED IN THE BACK OF PLANTING BED OR DISPERSED IN BETWEEN PLANTINGS.
g.LEAVE ANY FALLEN LEAVES WITHIN POLLINATOR BEDS THROUGH THE NEXT GROWING SEASON.
COLLECTED LEAVES CAN ALSO BE PLACED IN SMALL PILES IN DESIGNATED OPEN SPACE AND/OR
AGRICULTURAL AREAS TO PROVIDE ADDITIONAL OVERWINTERING HABITAT.
UPLAND SEED MIX
X
X
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM COMM COMM
CO
M
M
CO
M
M
CO
M
M
COMM COMM COMM
CO
M
M
CO
M
M
CO
M
M
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W W
E E
E
E
E E E E E E E E E E E E E E E E E E E E E E E
E E E
E E E E E E E E E E E E E E E E E E E
E E
E E E E
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
CO
M
M
COMM COMM COMM
ST
ST
F E SFESFES
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT
WV
ELEC
ELEC
TEST
STA
ELEC
F.O.
VAULT
HYD
WV
WV
WV
WV
CABLE
D
S
S
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SANITARY MANHOLE
RIM = 4968.12'
FL (N) = 4961.57'
FL (W) = 4961.62'
FL (E) = 4961.12'
SANITARY MANHOLE
RIM = 4966.71'
FL (W) = 4960.41'
FL (E) = 4960.29'
STORM MANHOLE
WITH TYPE R INTAKE
RIM = 4966.49'
FL (S) 24" RCP = 4963.83'
STORM MANHOLE
RIM = 4968.27'
FL (N) 24" RCP = 4964.16'
FL (S) 24" RCP = 4964.07'
FL (E) 18" RCP = 4964.16'
FL (W) 18" RCP = 4964.17'
ST
ST
ST
ST
ST
ST
ST
ST
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
ST
S89°20'47"E 383.00'
EAST 383.00' (R)
S0
0
°
3
7
'
4
6
"
W
1
3
5
.
0
0
'
NO
R
T
H
1
3
5
.
0
0
'
(
R
)
N89°20'47"W 368.05'
EAST 368.00' (R)
NORTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN PARK
FOUND #4 REBAR
FOUND #5 REBAR WITH
RED PLASTIC CAP, LS 36062
SS
SS
SS
SS
SS
36" RCP PIPE
FL = 4962.58'
36" RCP PIPE
FL = 4962.76'
SOUTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN
PARK FOUND #4 REBAR
36" RCP PIPE
FL = 4962.78'
N0
0
°
3
8
'
5
6
"
E
1
2
0
.
0
0
'
NO
R
T
H
1
2
0
.
0
0
'
(
R
)
50' NATURAL HABITAT BUFFER ZONE
8" PVC SANITARY SEWER
LATERAL OUT (S)=4962.00
EXITING FIRE HYDRANT
STMH-1 (PUBLIC)
4' DIA MANHOLE
RIM=4967.50
INV. IN (N)=4960.90
INV.IN (W)=4960.75
INV. OUT (E)=4960.65
57 L.F. 8" SDR-35 PVC @ 2.0%
15" CONC. FES
INV.=4963.50
W/TYPE L SOIL
RIPRAP 1.75' DEEP
15" RCP @0.50%
1-1/2" WET TAP (DOMESTIC)
3
4" WET TAP (IRRIGATION)
3/4" CURB STOP
3/4" IRRIGATION METER
3
4" RP BACKFLOW PREVENTOR
49 L.F. 3
4" TYPE K COPPER
73 L.F. 2" TYPE K COPPER
RP BACKFLOW
PREVENTOR
FIRE LINE BACK
FLOW PREVENTOR
145 L.F. 6" POLY
WRAPPED
DI6" GATE VALVE
8"X6" STAINLESS STEEL TAPPING SLEEVE W/VALVE
8"X6" STAINLESS STEEL TAPPING SLEEVE W/VALVE
NEW FIRE HYDRANT PER LUCAS
ELECT. FROMSOURCE TOTRANSORMER
BY FT. COLLINSLIGHT & POWER
ELECT. FROMTRANSFORMER TOBUILDING BYCONTRACTOR
COMM. LINE OUTSIDE
OF EASEMENT TO BE
RELOCATED.
1-1/2" CURB STOP
53 L.F. 1-1/2"
TYPE K COPPER
1-1/2" COMPOUND
WATER METER
UPSIZE TO 2" TYPE K
COPPER 5' PAST METER
10'17.26'
7.00'19.42'
7.00'
43 L.F. 6" POLY
WRAPPED
DI
6" GATE VALVE
3.00'
2.
0
0
'
STCB-1 10' TYPE RGRATE=4968.20INV. IN=496.20INV. OUT=4964.10
OCS 5'X6" IDRIM=4968.60INV. IN (W)=4965.50INV. IN (S)=4965.50
INV. OUT=4963.8020' L.F. 15" RCP STUB
INV.=4966.26
OBSV. WELL W/TRAFFIC LIDINV.=4966.50
OBSV. WELL W/
TRAFFIC LID INV.=4966.50
OBSV. WELL W/TRAFFIC LID INV.=4965.50
OBSV. WELL W/
TRAFFIC LID INV.=4966.50
4" SLOTTED PIPE S=0.50%
4" SLOTTED PIPE S=0.50%
6" SLOTTED PIPE S=0.50%
4" SLOTTED PIPE S=0.50%
14'5.
5
0
'
STOP SIGN
PARKING SIGNPARKING SIGN
PARKING SIGN
STOP SIGN
EX. 8" CI WATER MAIN
EX. 10" VCP SANITARY SEWER MAIN
EX
.
8
"
P
V
C
W
A
T
E
R
M
A
I
N
EX
.
8
"
P
V
C
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
I
N
EX. GATE VALVE
PROPOSED 8" GATE VALVE
PROPOSED FENCE
EXISTING
GRASS LINED
DRAINAGE
CHANNEL
PROP. GATE
PROP. GATE
4"X4"X6" TEE
4" SLOTTED PIPE S=0.50%4"X4"X4" TEE
10' UTIL. ESMT.
FFE=4969.50
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
UTILITY NOTES:
CO
UTILITY PLAN LEGEND
38
8
S
a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
21 OF 30
UTILITY PLAN
Know what's below.
before you dig.Call
R
BASIS OF BEARINGS
FLOOD ZONE
BENCHMARK
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07
SOUTHWEST CORNER OF TIMBERLINE RO. AND BEAR MOUNTAIN OR. DUE NORTH OF NEW POLICE BUILDING
ON THE SOUTHWEST CORNER OF A CATCH BASIN.
ELEVATION = 4942.84
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RO. AND TIMBERLINE RO. IN THE TOP OF AN
IRRIGATION STRUCTURE.
ELEVATION = 4938.70
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 COLL/NS DATUM} IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 3.185'
THE BASIS OF BEARINGS IS THE EAST LINE OF LOTS 10-13, BLOCK 5, REPLAT (NO.1) OF EVERGREEN PARK,
AS BEARING NORTH 0°37'46” EAST, WITH THE SOUTHEAST CORNER OF SAID LOT 13, BLOCK 5, BEING A #4
REBAR, NO CAP AND THE NORTHEAST CORNER OF SAID LOT 10, BLOCK 5, BEING A #4 REBAR WITH A
YELLOW PLASTIC CAP STAMPED "LS 10855", AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
BY GRAPHIC PLOTTING ONLY THE SUBJECT PROPERTY IS SITUATED IN FLOOD ZONE "X" ACCORDING TO
FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 0800460212G WITH AN EFFECTIVE DATE OF
NOVEMBER 17, 2005. NO OFFICE CALCULATIONS OR FIELD SURVEYING WAS PERFORMED TO DETERMINE
THIS INFORMATION.
NOTE:
1.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE
SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
2.POLLINATOR PATHS AND/OR GARDEN NOTES:
a.BIWEEKLY HAND WEEDING IS RECOMMENDED DURING THE GROWING SEASON (MAY - NOVEMBER).
b.MULCH IN POLLINATOR AREAS SHOULD BE SHALLOWER THAN STANDARD PLANTING BEDS AND MAY NEED
MORE FREQUENT REPLACEMENT. BARE SOIL AREAS SHOULD OCCUR FOR GROUND NESTING BEE SPECIES.
c.DO NOT USE CHEMICAL HERBICIDES OR PESTICIDES IN DESIGNATED POLLINATOR RESOURCE AREAS. DO
NOT USE WEED BARRIER FABRIC IN DESIGNATED POLLINATOR RESOURCE AREAS.
d.DO NOT TRIM PERENNIALS OR GRASSES EARLIER THAN MIDAPRIL IN DESIGNATED POLLINATOR RESOURCE
AREAS.
e.TRIM STEMS OF PERENNIALS TO A HEIGHT OF 68” AND LEAVE IN PLACE UNTIL THE NEXT GROWING SEASON.
f.LEAVE SMALL BUNCHES OF CUT STEMS WITHIN POLLINATOR BEDS AFTER TRIMMING. STEMS TO BE
PLACED IN THE BACK OF PLANTING BED OR DISPERSED IN BETWEEN PLANTINGS.
g.LEAVE ANY FALLEN LEAVES WITHIN POLLINATOR BEDS THROUGH THE NEXT GROWING SEASON.
COLLECTED LEAVES CAN ALSO BE PLACED IN SMALL PILES IN DESIGNATED OPEN SPACE AND/OR
AGRICULTURAL AREAS TO PROVIDE ADDITIONAL OVERWINTERING HABITAT.
UPLAND SEED MIX
CABLE
S0
0
°
3
7
'
4
6
"
W
1
3
5
.
0
0
'
NO
R
T
H
1
3
5
.
0
0
'
(
R
)
NORTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN PARK
FOUND #4 REBAR
EA
S
T
L
I
N
E
O
F
L
O
T
S
1
0
-
1
3
,
B
L
O
C
K
5
RE
P
L
A
T
(
N
O
.
1
)
O
F
E
V
E
R
G
R
E
E
N
P
A
R
K
4969
49
6
5
49
6
5
49
6
949
6
9
49
6
8
49
6
7
49
6
6
49
6
4
50' NATURAL HABITAT BUFFER ZONE
15" CONC. FES
INV.=4963.50
W/TYPE L SOIL
RIPRAP 1.75' DEEP
15" RCP @0.50%
STCB-1 10' TYPE RGRATE=4968.20INV. IN=496.20INV. OUT=4964.10
OCS 5'X6" IDRIM=4968.60INV. IN (W)=4965.50INV. IN (S)=4965.50
INV. OUT=4963.8020' L.F. 15" RCP STUB
INV.=4966.26
OBSV. WELL W/TRAFFIC LIDINV.=4966.50
OBSV. WELL W/TRAFFIC LID INV.=4965.50
OBSV. WELL W/
TRAFFIC LID INV.=4966.50
4" SLOTTED PIPE S=0.50%6" SLOTTED PIPE S=0.50%
4" SLOTTED PIPE S=0.50%
14'5.
5
0
'
4"X4"X6" TEE
4"X4"X4" TEE
49
6
8
4969.00g
4969.00g
4969.68g
4969.00G4970.00
4968.90fl
4968.85fl
4968.82fl
4968.50fl
4968.45fl
4968.30fl
4968.00fl
4969.30g
4968.50fl
4968.10fl 4968.00fl
4968.35fl4968.20fl
4968.50fl
4969.00fl
4968.80
4968.80
4968.50g
4969.42w
4969.40
4969.40w
4968.90w
4969.45w
4968.95w
4968.90w
4969.40w4968.80fl
4969.31w4969.28w
4968.81w
4968.80w
4968.70fl
4968.10TW
4967.0BW
4968.90fl
4968.90fl
4968.50TW
4968.00BW
0+88.89
0+
1
4
.
1
5
0+00
STORM LINE A
4970
4967
4968
4969
4966
4965
4964
4963
4962
(PRIVATE)
THERE ARE NO EXISTING OR PROPOSED UTILITY CROSSING FOR THIS PROFILE
15
"
F
E
S
ST
A
.
=
1
+
5
7
.
5
0
IN
V
O
U
T
=
4
9
6
3
.
5
0
OU
T
L
E
T
C
O
N
T
R
O
L
ST
R
U
C
T
U
R
E
(
O
C
S
)
ST
A
.
=
0
+
3
0
.
7
5
RI
M
=
5
4
6
9
.
2
5
IN
V
.
I
N
(
W
)
=
4
9
6
5
.
8
0
IN
V
.
I
N
(
S
)
=
4
9
6
4
.
0
0
IN
V
O
U
T
=
4
9
6
3
.
8
0
EXISTING GROUND
PROPOSED GROUND
2-YEAR HGL
100-YEAR HGL
58.14 L.F. 15 CLS III RCP@0.50%
16.60 L.F. 15 CLS III
RCP@0.50%
0+88.98
ST
C
B
-
1
1
0
'
T
R
P
E
R
(
P
R
I
V
A
T
E
)
ST
A
.
=
0
+
1
4
.
1
5
G
R
A
T
E
=
5
4
6
8
.
5
0
FL
O
W
L
I
N
E
=
4
9
6
7
.
9
0
IN
V
.
I
N
=
4
9
6
4
.
2
0
IN
V
O
U
T
=
4
9
6
4
.
1
0
38
8
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a
n
t
a
F
e
D
r
i
v
e
D
e
n
v
e
r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
22 OF 30
STORM DRAIN
PROFILES
Know what's below.
before you dig.Call
R
STORM LINE A
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
G G G G G G D
S
S
D
STORM MANHOLE
WITH TYPE R INTAKE
RIM = 4966.49'
FL (S) 24" RCP = 4963.83'
STORM MANHOLE
RIM = 4968.27'
FL (N) 24" RCP = 4964.16'
FL (S) 24" RCP = 4964.07'
FL (E) 18" RCP = 4964.16'
FL (W) 18" RCP = 4964.17'ST
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
NORTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN PARK
FOUND #4 REBAR
VACANT LOT
OWNER(S): OLEADA CONIFER LLC
5'
16'
16' UTILITY &
DRAINAGE EASEMENT
(BOOK 1597 PAGE 128/
RECEPTION NO. 85405)
6' UTILITY EASEMENT
(BOOK 1597 PAGE 128/
RECEPTION NO. 85405)
6'
6' UTILITY EASEMENT(BOOK 1597 PAGE 128/RECEPTION NO. 85405)
6'
ZONING: COMMUNITY COMMERCIAL - NORTH COLLEGE DISTRICT
49
7
0
4969
49
6
5
49
6
5
49
6
949
6
9
4967
4968
49
6
9
4970
4970
4969
4968
49
6
8
49
6
7
49
6
6
49
6
4
36" RCP PIPE
FL = 4962.58'
36" RCP PIPE
FL = 4962.76'
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
OWNER(S): LONG CREEK TRUST
ZONING:
COMMUNITY COMMERCIAL -
NORTH COLLEGE DISTRICT
SOUTHEAST CORNER OF LOT 13
REPLAT (NO.1) OF EVERGREEN
PARK FOUND #4 REBAR
36" RCP PIPE
FL = 4962.78'
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
E1
0.15 0.270.32
E2
1.04 0.240.29
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
A BASIN DESIGNATION
EXISTINGD SUMMARY RUNOFF TABLE
CONTRIBUTINGDESIGN PT BASINS / AREA (acres)RUNOFF (cfs)
2-YEAR 100-YEAR
PEAK RUNOFF (cfs)
A
BASIN AREA
2 YR COMPOSITE 'C'
100YR COMPOSITE 'C'
DESIGN POINT
BASIN LIMITS
0.09 0.36
TC CALCULATIONS
LEGEND
0.54 2.29
0.63 2.65
E1/0.15
E2/1.04
TOTAL EX/1.19
38
8
S
a
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a
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D
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r
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C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
E
R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
23 OF 30
EXISTING DRAINAGE
PLAN
Know what's below.
before you dig.Call
R
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
G G G G G G
C
CABLE
CABLE
VAULT
CABLE
CABLE
VAULT
CABLE
VAULT ELEC
ELEC
D
S
S
D
STORM MANHOLE
WITH TYPE R INTAKE
RIM = 4966.49'
FL (S) 24" RCP = 4963.83'
STORM MANHOLE
RIM = 4968.27'
FL (N) 24" RCP = 4964.16'
FL (S) 24" RCP = 4964.07'
FL (E) 18" RCP = 4964.16'
FL (W) 18" RCP = 4964.17'ST
STORM DRAIN INLET
RIM = 4967.73'
FL (W) 18" RCP = 4965.28'
49
7
0
4969
49
6
5
49
6
5
49
6
949
6
9
4967
4968
49
6
9
4970
4970
4969
4968
49
6
8
49
6
7
49
6
6
49
6
4
36" RCP PIPE
FL = 4962.58'
36" RCP PIPE
FL = 4962.76'
PORTION OF WEST 1/2 OF
SECTION 01-T7N-R69W
(RECEPTION NO. 20210016924)
36" RCP PIPE
FL = 4962.78'
50' NATURAL HABITAT BUFFER ZONE
15" CONC. FES
INV.=4963.50
W/TYPE L SOIL
RIPRAP 1.75' DEEP
15" RCP @0.50%
STCB-1 10' TYPE RGRATE=4968.20INV. IN=496.20
INV. OUT=4964.10
OCS 5'X6" IDRIM=4968.60INV. IN (W)=4965.50INV. IN (S)=4965.50INV. OUT=4963.8020' L.F. 15" RCP STUB
INV.=4966.26
OBSV. WELL W/TRAFFIC LIDINV.=4966.50
OBSV. WELL W/
TRAFFIC LID INV.=4966.50
OBSV. WELL W/TRAFFIC LID INV.=4965.50
OBSV. WELL W/
TRAFFIC LID INV.=4966.50
4" SLOTTED PIPE S=0.50%
4" SLOTTED PIPE S=0.50%
6" SLOTTED PIPE S=0.50%
4" SLOTTED PIPE S=0.50%
14'5.
5
0
'
4"X4"X6" TEE
4" SLOTTED PIPE S=0.50%4"X4"X4" TEE
FFE=4969.50
58.38'
FL-FL
CONIFER STREET
80.00'
R.O.W.
80
.
0
0
'
R
.
O
.
W
.
59
.
7
2
'
FL
-
F
L
4969
4968
49
6
8
4969
A
0.92 0.690.76
B
0.20 0.430.48
9.00'
UTILITY
ESMT
9.
0
0
'
UT
I
L
I
T
Y
ES
M
T
.
B
0.02 0.200.25
16.00'
UTILITY
ESMT.
BL
U
E
S
P
R
U
C
E
D
R
I
V
E
49
6
9
4966.15fl
4966.13fl
4966.63tc
4966.70w4966.22w
4966.00fl
4966.23fl
4966.25fl
4966.75tc
4966.82w
4966.30w
4969.00g
4969.00g
4968.00g
4967.00g
4969.68g
4969.17P 4969.17P
4969.129 4969.129
4969.00W 4969.00W
4968.97W
4968.97W
4968.50fl
4967.16fl
4967.25fl
4968.00fl
4968.70fl 4968.60fl
4968.60fl
4968.65fl
4968.70fl
4968.85fl
4968.87fl4969.42w
4969.40W
4969.40W
4968.90FL 4968.90FL
4968.60P
4968.60P
4968.50FL
4969.00G4970.00G
4970.90g4970.00g
4968.90fl
4968.85fl
4968.82fl
4968.50fl
4968.45fl
4968.30fl
4968.55fl
4968.55fl
4968.00fl
4969.30g
4968.50fl
4968.90fl
4968.80p
4968.10fl 4968.00fl
4968.35fl4968.20fl
4968.70fl
4968.70fl
4968.70fl 4968.65fl4968.50fl
4968.50fl 4968.50fl 4968.50fl
4969.50fl
4968.80fl
4968.80fl4968.80fl
4969.25fl
4968.80fl
4968.50fl
4968.30g
4968.50g
4968.27fl
4968.34w
4968.34fl
4968.37fl
4968.87tc
4968.94w
4968.24fl
4968.74tc
4968.81w
4968.80fl
4968.90fl
4969.00fl
4969.00fl
4968.80fl
4968.80fl
4968.80fl
4968.80fl
4968.50g 4968.50g 4968.50g
4968.40fl 4967.90fl
4967.55fl
4967.15fl
4967.05fl
4969.05p
4969.05p
4969.05p
4969.05p
4969.05p
4969.05p
4969.05p4969.05p
4969.05p
4969.05p
4969.05p
4969.05p4969.05p
4969.05p
4969.05p4969.05p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p4969.15p
4969.15p 4969.15p 4969.15p 4969.15p 4969.15p
4969.15p4969.15p
4969.15p
4968.57w
4967.00w 4966.95w
4966.95w
4966.95w
4966.85w
4966.85w
4967.19w
4967.18w
4967.37w
4967.33w4967.70w
4967.65w
4967.65w
4967.72w
4967.83w
4968.22w
4968.00W
4969.45w
4969.45w 4969.45w
4969.45w
4968.10w
4968.05w
4968.50gt
4966.50gt
4966.57w
4968.77w
4968.75w
4968.97w
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.15p
4969.05p 4969.05p4969.05p4969.05p4969.05p
4969.05p
4969.05p
4969.00p
4969.00p
4969.00p4969.00p
4969.00p
4969.00p4969.00p 4969.00p4969.00p
4968.95p
4968.95p
4968.95p
4969.40w 4969.40w
4968.90fl
4968.50p
4969.45w
4969.42w
4969.40w
4969.40w
4968.90w
4969.45w
4968.95w
4968.90w
4969.40w4968.80fl
4969.31w4969.28w
4968.81w
4968.80w
4968.70fl
4968.50fl
4969.15p
4968.10TW
4967.0BW
10" PVC @ 0.50%
4968.50p
4968.80p
4968.80p
4968.90fl
4968.90fl
4968.50p
4968.50p4968.50p
4968.50p
4968.50p
4969.00p
4969.00p
4969.009
4969.009
4968.57w
4968.50w
4969.45w
4969.45w
4968.50TW
4968.00BW
4968.41w
4967.81w4968.20w
4969.15p
4968.60p
4969
A BASIN DESIGNATION
PROPOSED SUMMARY RUNOFF TABLE
CONTRIBUTINGDESIGN PT BASINS / AREA (acres)RUNOFF (cfs)
2-YEAR 100-YEAR
PEAK RUNOFF (cfs)
ABASIN AREA
2 YR COMPOSITE 'C'
100YR COMPOSITE 'C'
DESIGN POINT
BASIN LIMITS
1.53 5.90
TC CALCULATIONS
LEGEND
0.19 0.73
0.01 0.04
A/0.972
B/0.195
C/0.01929
TOT SITE/1.19 1.69 6.50
DETENTION POND A
WATER
SURFACE
ELEVATION
(FEET)
VOLUME
(CUBIC
FEET)
NOTES
WATER QUALITY CAPTURE VOLUME (WQCV)
100-YEAR DETENTION (TOTAL STORAGE)
DATE: 02/14/2025
7264966.10
RELEASE
RATE
(CFS)
0.017 CFS
6,825 0.97CFS4967.75
POROUS PAVERS
REQUIREDPROVIDED
726
6,825
MAX.PROVIDED
0.017 CFS
0.97 CFS POROUS PAVERS
38
8
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r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
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R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
24 OF 30
PROPOSED
DRAINAGE PLAN
Know what's below.
before you dig.Call
R
38
8
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D
e
n
v
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r
,
C
O
8
0
2
2
3
DE
N
V
E
R
RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
N
S
30
2
C
O
N
I
F
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R
S
T
R
E
E
T
2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
25 OF 30
DRAINAGE DETAILS
2" L CHANNEL
US FILTER STAINLESS STEEL WELL-SCREEN (OR EQUAL) TRASH RACK DESIGN SPECIFICATIONS
TABLE A: WATER QUALITY TRASH RACK
1/5"0.139" #93 VEE 0.31"TE 0.074"X0.5' SUPPORT
CARBON STELL FRAME
TYPE
TOTAL SCREEN
THICKNESS
SUPPORT ROD, ON CENTER,
SPACING
SUPPORT ROD
TYPE
SCREEN #93 VEE
WIRE SLOT
OPENING
MAX WIDTH
OF OPENING
RODS @ 1" O.C.(DIAG)
6.00'
5.
0
0
'
2' ACCESS MANHOLE 2' ACCESS MANHOLE
4" SLOTTED UNDER DRAIN
4" SLOTTED PIPE UNDER DRAIN
15" CLS III RCP TO OUTFALL
15" RCP CLS III TO TYPE R INLET
15" CLASS III RCP TO CHANNEL OUTFALL
ORIFICE WALL/OVERFLOW
ELEV.=4968.00
4967.75 100-YEAR WSEL
4964.00 100-YEAR ORIFICE
PRE-CAST VAULT STRUCTURE
CONTRACTOR TO SUBMIT SHOP DRAWINGS
TO ENGINEER FOR APPROVAL PRIOR
TO ORDERING
ORIFICE DIAMETER=1-13/16"
ORIFICE PLATE
W/WELL SCREEN TRASH RACK
19"
4.
0
0
'
1/
4
"
T
H
I
C
K
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
P
L
A
T
E
12"
1/4" BOLT TYP.
TOP OF PLATE
ELEVATION
ELEV = 4968.00
4964.00(PLATE
BOTTOM)
ORIFICE PLATE
1-13/16" ORIFICE
4964.00
(WQ ORIFICE)
INV, OUT=4963.80
DETENTION POND OUTLET CONTROL
STRUCTURE
(OCS)
4" SLOTTED PIPE INV. IN=49665.75
15" RCP INV. IN=4965.50
WEST AND SOUTH
15" RCP CLS III TO TYPE R INLET
15" RCP INV. IN=4965.50
WEST AND SOUTH
1"TRASH RACK
38
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0
2
2
3
DE
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V
E
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RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
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L
I
N
S
30
2
C
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N
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F
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
26 OF 30
DRAINAGE DETAILS
POROUS PAVER DETENTION SECTION
23.5"
38
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2
2
3
DE
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V
E
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RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
L
L
I
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S
30
2
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
27 OF 30
DRAINAGE DETAILS
NOTE:
DOWNSPOUT CONNECTION
CLEANOUT COVER DETAIL FOR CLEANOUTS LARGER THAN 6" DIAMETER
REQUIRED GRATE
38
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2
2
3
DE
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RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
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2
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F
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
28 OF 30
CONSTRUCTION
DETAILS
1.1 1.4
1.6 1.7
1.2 1.3
1.5
DRIVEWAY APPROACH DRIVEWAY APPROACH SIDEWALK
SIDEWALK JOINT
TRENCH DETAIL
WATER SERVICE METER SETTING 1.8METER SETTING
38
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2
2
3
DE
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RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
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M
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
29 OF 30
CONSTRUCTION
DETAILS
2.1 2.4
2.6 2.7
2.2 2.3
2.5
METER SETTING METER SETTING SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
SANITARY SEWER CLEANOUT (PRIVATE)
ACCESSIBLE PARKING 2.8
4"20"
R
4'
-
1
0
1
/
2
"
4'-3"
HANDICAP ACCESSIBLE PARKING
PAVEMENT MARKING
"HANDICAP PARKING ONLY" SIGNAGE
9.00'9.00' FOR VAN ACCESSIBLE
5.00' FOR NON-VAN SPACE 9.00'
ALL ADA STRIPING SHALL BE 4" WIDE STRIPING PAINTED BLUE
SEALMASTER ACRYLIC PAINT OR APPROVED EQUAL.
ADDITIONAL SIGNAGE ATEACH HANDICAPPEDPARKING SPACE MUTCD
R7-201P (R7-201A)
3/8" X 4"IMPREGNATEDFIBERBOARDEXPANSIONJOINT
6"
3'
-
0
"
3'
-
6
"
ADDITIONAL SIGNSTATING "VANACCESSIBLE SPACE"AT VAN SPACES ONLY
(MUTCD R7-8P)
UNIVERSAL HANDICAP SIGN (MUTCD
R7-8)
12"X18"X.080 GA.BONDERIZEDSTEEL SIGN
OR
P
E
R
L
O
C
A
L
C
O
D
E
7"
1'
-
6
"
PARKING
VAN
9'
-
9
"
RADIUS 1 1/2" (TYP.)
6"
FI
R
S
T
P
L
A
C
A
R
D
7'
T
O
B
O
T
T
O
M
O
F
4' DEEP X 18"DIA. CONCRETEFOOTING
2" SQUAREGALVANIZED SIGNPOST WITH SET IN 6"PIPE BOLLARD, PAINTBLACK, FILL WITHNON-SHRINK GROUT
ACCESSIBLE
RESERVED
2.
0
'
ADA PARKING SIGN
2.
0
'
ADA PARKING SIGN
CONC. WHEEL STOPCONC. WHEEL STOP
BLUE
STRIPING
BLUE STRIPING
BLUE STRIPINGBLUE STRIPING
BLUE STRIPING
BLUE STRIPING
19
.
0
0
'
INTERNATIONAL
ACCESSIBLE
PARKING SYMBOL
(VAN ACCESSIBLE
DESIGNATION
WHERE
APPLICABLE)
1.
0
0
'
ACCESSIBLE AISLE
STRIPING SHALL
BE DIAGONAL
CURB & GUTTER WHERE APPLICABLE
(REF:NOTE 4 FOR CURB & GUTTER REQUIREMENTS)
1:50 (2%)
MAXIMUM-SLOPE
ALL DIRECTIONS
NOTES:
1.EACH ACCESSIBLE PARKING SPACE IT TO BE A MINIMUM OF 8' WIDE AND HAVE A 96" ACCESS MINIMUM
ACCESS AISLE FOR VANS OR 60" ACCESS AISLE FOR CARS ADJACENT TO THE SPACE.
2.CONSTRUCTED SLOPES WITHIN THE ACCESSIBLE PARKING SPACES AND ACCESS AISLE SHALL NOT
EXCEED 1:50 (2%) IN ANY DIRECTION.
3.RAMPS MUST NOT EXTEND OUT FROM THE CURB INTO THE ACCESS AISLE OF ANY ACCESSIBLE PARKING
SPACE.
4.CURB & GUTTER ADJACENT TO OR WITHIN ACCESSIBLE PARKING STALLS SHALL BE MODIFIED IN A
MANNER THAT THE SLOPE CONSTRUCTED WITHIN THE GUTTER PAN SHALL NOT EXCEED 1:50 (2%) SLOPE
IN ALL DIRECTIONS.
5.SURFACE STRIPING PAINT SHALL BE FS-TT-P-1952D (WATERBORNE), TYPE II ADVERSE CONDITIONS,
COLOR: WHITE OR AS REQUIRED BY LOCAL CODES.
ACCESSIBLE PARKING
NOTE: CITY OF FORT COLLINS WASTEWATER DETAILS
ARE NOT CURRENTLY AVAILABLE ONLINE. WE HAVE
REACHED OUT TO THE CITY TO OBTAIN A COPY. THE
SANITARY SEWER AND STORM DRAIN DETAILS WILL BE
ADDED WHEN AVAILABLE.
NOTE: CITY OF FORT COLLINS WASTEWATER DETAILS
ARE NOT CURRENTLY AVAILABLE ONLINE. WE HAVE
REACHED OUT TO THE CITY TO OBTAIN A COPY. THE
SANITARY SEWER AND STORM DRAIN DETAILS WILL BE
ADDED WHEN AVAILABLE.
4" MIN.
4" MIN.
4" MIN.
6"
11.5"11.5"
4" MIN.4" MIN.
4" MIN.
VA
R
I
E
S
3'
-
6
"
M
I
N
.
30°
3"
13"
10"3/8"3/8"
3"
7/8"
10 3/4"
ACCESSIBLE
PARKING
38
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2
2
3
DE
N
V
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RJP
RJP
SEL
03/21/2025
CURRENT.DWG
PARIKH
MZ
.
CO
L
O
R
A
D
O
NA NA
LA
R
I
M
E
R
FO
R
T
C
O
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2
C
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2595 PONDEROSA ROAD
FRANKTOWN, CO 80116
720.384.7661 Phone
rpalmer@strategicls.net
Robert J. Palmer, PE
President
03/21/2025
30 OF 30
CONSTRUCTION
DETAILS
3.1 3.4
3.6 3.7
3.2 3.3
3.5
STOP SIGN FIRE LAN SIGNAGE FIRE LAN SIGNAGE
SIGN POST
FIRE SIGNAGE
ONSITE CURB RAMPS ONSITE CURB RAMPS 3.8ONSITE CURB
STOP30"X30"X.080 GA.BONDERIZEDSTEEL SIGN
NOTE: BOTTOMOF SIGN MUSTBE A MINIMUMOF 7' ABOVEGROUND.
30"X30" MUTCD STOP SIGN R-1
ANCHOR
SLEEVE
2 1
4" X 2 1
4"
OR AS
SPECIFIED.
36" LING
PRE-GALVANIZED
2"X2"X10'
7
16" DIA. HOLES 1" O.C.,
PRE-GALVANIZED STEEL
SIGN POST PER COA
DETAIL TE-11.0
3'
-
0
"
FIRE
LANE
3/8" X 4"IMPREGNATEDFIBERBOARDEXPANSIONJOINT
6"
3'
-
0
"
3'
-
6
"
FI
R
S
T
P
L
A
C
A
R
D
7'
T
O
B
O
T
T
O
M
O
F
4' DEEP X 18"DIA. CONCRETEFOOTING
FIRE
LANE
FIRE
LANE6"
2" SQUAREGALVANIZED SIGNPOST WITH SET IN 6"PIPE BOLLARD, PAINTBLACK, FILL WITHNON-SHRINK GROUT
12"X18"X.080 GA.BONDERIZEDSTEEL SIGN
(RIGHT)
1'
-
6
"
1'-6"
FIRE
12"X18"X.080 GA.BONDERIZEDSTEEL SIGN
BLACK LETTERINGOVER WHITEBACKGROUND
1'-6"
FDC
12"X18"X.080 GA.BONDERIZEDSTEEL SIGN
WHITE LETTERINGOVER REDBACKGROUND
SPRINKLER
RISER ROOM
TRANSITION FROM 8.3%
T0 5% OVER 2'
TRANSITION FROM 8.3% T0 5% OVER 2'
3"
3"FLOWLINE
S=2% MAX
FIRE
LANE
L B R
FIRE LANE SIGNS AND NOTES:1.SIGNS SHALL BE SET AT AN ANGLE NOT LESS THAN 30 DEGREESAND NOT MORE THAN 45 DEGREES WITH THE CURB OR LINE OFTRAFFIC FLOW.2.SIGNS SHALL BE SPACED 50-FEET ON ALTERNATING SIDES OF THE
FIRE LANE IN ACCORDANCE WITH THE IFC.3.SIGNS SHALL BE INSTALLED 2' BEHIND CURB OR SIDEWALK.4.FIRE LANE SIGNS SHALL SHOW L, R, B (OR SIMILARIDENTIFICATION FOR EACH SIGN UTILIZED TO MATCH LOCATIONSON PLANS.5.LOWEST SIGN SHALL BE MOUNTED 7' FEET ABOVE GRADE.
6"
7
16" HOLE
PRIVATE CONCRETE CURB & GUTTER
TYPE 1 RAMP 2.2
5
'
@
5
.
0
%
12:1
4.75
'
2% T
R
A
N
S
I
T
I
O
N
FRO
M
5
%
T
O
8
.
3
3
%
GUTT
E
R
C
R
O
S
S
S
L
O
P
E
OVER
2
'
2% T
R
A
N
S
I
T
I
O
N
FRO
M
5
%
T
O
8
.
3
3
%
GUTT
E
R
C
R
O
S
S
S
L
O
P
E
OVER
2
'
3"
5'MIN
.
5'X5' (MIN.) LANDING
S=2% MAX IN ALL
DIRECTIONS
2"R
1"R
1'-0"
71
2"
11
2"
NOTES:
1'
-
0
"
6"
6"
6"
1. PROVIDE CONTRACTION JOINTS @ 15' CC & EXPANSION
JOINTS @ 75' CC
2. REFER TO GRADING PLAN FOR SPILL GUTTER
3. MAX. GUTTER SLOPE AT CURB RAMPS IS 5.0%
FIBERMESH
REINFORCED
CONCRETE
ONSITE CURB ONLY (PRIVATE)