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7-ELEVENCONVENIENCE STORE
F.F.E = 6734.40
NORTHGATE
BOULEVARD
(100' ROW) (PUBLIC)
LOT 2ACADEMY GATEWAY SUBDIVISION FILING NO. 1
PROPOSED COMMERCIAL(FUTURE STARBUCKS CAFE BY OTHERS)
GLENEAGLE GATE VIEW
(50' ROW) (P
RIVATE)
STRU
THER
S RO
AD
(120
' RO
W) (
PUBL
IC)
LOT 1
PRIVATE ACCESS DRIVE
(BY OTHERS)
30' PERMANENT
UTILITY
EASEMENT
(EXCEPTION 15)40' P
UBLIC UTILITY
DRAINAGE AND ACCESS
EASEMENT
30' PUBLIC
UTILITY
DRAINAGE
AND ACCESS
EASEMENT
20' PUBLIC
UTILITY
DRAINAGE
AND ACCESS
EASEMENT
6" x 24" INSERT A TEEEX PIPE CONNECTION
INV IN = 6722.41
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
DONALA WATER & SANITATIONDISTRICT - SEWAGE LIFT STATIONPERMANENT EASEMENT (EXCEPTION 13)
PROPERTY LINE
EXISTING 5' TYPE R INLET BY OTHERSDSD PROJ # SF-16-018
TOB ELEV: 6728.03INV 18" OUT = 6725.02
EXISTING TYPE II MANHOLE BY OTHERSDSD PROJ # SF-16-018
RIM: 6737.53INV 18" IN = 6722.59INV 24" OUT = 6722.09
DETENTIONPOND/WATER
QUALITY(BY OTHERS)
TRACT C
40' ACCESS
EASEMENT
(EXCEPTION 14)
CLASSIC CONSULTINGREVISED SLOPE CONTOURS
EXISTING 5' TYPE R INLET BY OTHERSDSD PROJ # SF-16-018
TOB ELEV: 6729.48INV 24" OUT = 6717.81INV 24" IN = 6720.31INV 18" IN = 6720.31
N
1 INCH = FT.
0 20 40
20
DATE:
DESIGNED BY:
PROJECT NO:
DRAWN BY:
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97
COUNTY PROJECT NUMBER PPR-17-058
Know what's
R
CALL UTILITY NOTIFICATIONCENTER OF COLORADO
CALL 3-BUSINESS DAYS (NOT INCLUDING INITIALDAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.
GENERAL NOTES1. NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED.2. SEE THE SITE SURVEY FOR SURVEY INFORMATION AND LEGAL DESCRIPTION.3. CATCH CURB AND GUTTER FLOWLINE GRADES SHALL BE A MINIMUM 0.6%.4. ALL ADA SIDEWALKS, RAMPS AND PARKING STALLS SHALL COMPLY WITH CITY AND STATE APPLICABLE
CODES AND STANDARDS WHEN POSSIBLE.5. ALL PROPOSED STORM SEWER WILL BE PRIVATE.6. FINAL GRADES ARE SUBJECT TO MINOR CHANGE BY CONTRACTOR. NO GRADE CHANGES IN EXCESS
OF 0.05' WITHOUT ENGINEER APPROVAL.7. ANY FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL BE CLEAN FILL APPROVED BY
GEOTECHNICAL ENGINEER. SEE "SOIL PREPARATION NOTE" ON COVERS SHEET.8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE SEDIMENTS
ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION.9. GRADES SHOWN ARE FLOWLINE UNLESS OTHERWISE NOTED.10. RETAINING WALL MAXIMUM HEIGHT IS FROM FINISHED GRADE TO TOP OF WALL TO FINISHED GRADE
AT BOTTOM OF WALL AND DOES NOT INCORPORATE FOOTING DEPTH OR WALL HEIGHT ABOVEFINISHED REFER TO MANUFACTURERS SPECIFICATIONS FOR WALL DESIGN AND FULL HEIGHT OFWALL.
11. EROSION CONTROL BLANKET TO BE INSTALLED ON ALL SLOPES STEEPER THAN 4:1.12. CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM PLANNING
AND COMMUNITY DEVELOPMENT (PCD) AND A PRECONSTRUCTION CONFERENCE IS HELD WITH PCDINSPECTORS,
GRADINGQUANTITIES
CUT* 360 CY
FILL* 205 CY
NET*150 CY(CUT)
APPROX.PROPOSED TANK
EXCAVATION**52' X 37' X 16'
1140 CY(CUT)
* QUANTITIES ARE RAW VALUES FROMEXISTING GRADE TO FINISHED GRADEAND DO NOT ACCOMMODATE ANYPAVEMENT SECTIONS,OVEREXCAVATION OR UTILITYTRENCHING.
**QUANTITIES ARE RAW VALUES FORAPPROXIMATED PROPOSED TANKEXCAVATION VOLUME ONLY.
1 2
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03/1
9/18
7EL024.01
DEV
ELO
PMEN
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CA
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SU
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IVIS
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FIL
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NO
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GR
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N
7-EL
EVEN
ENGINEER'S STATEMENTTHIS GRADING AND EROSION CONTROL PLAN WAS PREPARED UNDER MY DIRECTION ANDSUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SAID PLANHAS BEEN PREPARED TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR GRADING ANDEROSION CONTROL PLANS. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANYNEGLIGENT ACTS, ERRORS, OR OMISSIONS ON MY PART IN PREPARING THIS REPORT.
NAME DATE
OWNER'S STATEMENTTHE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE GRADING AND EROSIONCONTROL PLAN.
NAME DATE
EL PASO COUNTYCOUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTYDESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACYOF THE DESIGN, DIMENSIONS, AND/OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THEJOB SITE. THE COUNTY THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NORESPONSIBILITY FOR COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT.FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LANDDEVELOPMENT CODE, DRAINAGE CRITERIA AND ENGINEERING CRITERIA MANUAL ASAMENDED.
COUNTY ENGINEER / DIRECTOR DATE
MAJOR SITE DEVELOPMENT PLANLOT 1 ACADEMY GATEWAY SUBDIVISION FILING NO. 1
A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1,TOWNSHIP 12 SOUTH, RANGE 67 AND THE SOUTHWEST QUARTER OF SECTION
6, TOWNSHIP 12 SOUTH, RANGE 66, ALL WEST OF THE SIXTH PRINCIPALMERIDIAN, EL PASO COUNTY, STATE OF COLORADO
LEGENDPROPERTY LINE
SETBACK
EXISTING EASEMENT LINE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STREAMSIDE BUFFER OVERLAY
MINOR CONTOUR
MAJOR CONTOUR
CURB AND GUTTER
BUILDING
MONUMENT SIGN
HANDICAP PARKING SIGN
SPOT ELEVATION
FLOW LINE ELEVATION
HIGH POINT
PROPOSED GRADE TO MATCH EXISTING
PROPOSED GRADE AT TOP BACK OF CURB
PROPOSED GRADE AT BOTTOM OF WALL
FLOW ARROW AND GRADE
SITE LIGHT
EXISTING FIRE HYDRANT
EXISTING SANITARY MANHOLE
EXISTING STORM INLET
EXISTING STORM GRATE
EXISTING STORM LINE\
ADA ROUTE
LIMITS OF DISTURBANCE FOR PROPOSED GRADING
E LLLGLLLLLIGIIIII ENT ACTS, ERRO
03/19/18
NANNNNNNN MEMEMEEEEEMMMMMMMMMMMMMMMMMMMMMMMMM3/19/18
7-ELEVENCONVENIENCE STORE
F.F.E = 6734.40
STRU
THER
S RO
AD
PRIVATE ACCESS DRIVE
(BY OTHERS)
NORTHGATE
BOULEVARD
STRU
THER
S RO
AD
N
1 INCH = FT.
0 40 80
40
DATE:
DESIGNED BY:
PROJECT NO:
DRAWN BY:
© 2
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0202
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3-57
2-79
97
COUNTY PROJECT NUMBER PPR-17-058
Know what's
R
CALL UTILITY NOTIFICATIONCENTER OF COLORADO
CALL 3-BUSINESS DAYS (NOT INCLUDING INITIALDAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.
LEGENDPROPERTY LINE
SETBACK
EXISTING EASEMENT LINE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STREAMSIDE BUFFER OVERLAY
MINOR CONTOUR
MAJOR CONTOUR
CURB AND GUTTER
BUILDING
MONUMENT SIGN
HANDICAP PARKING SIGN
SPOT ELEVATION
FLOW LINE ELEVATION
HIGH POINT
PROPOSED GRADE TO MATCH EXISTING
PROPOSED GRADE AT TOP BACK OF CURB
PROPOSED GRADE AT BOTTOM OF WALL
FLOW ARROW AND GRADE
SITE LIGHT
EXISTING FIRE HYDRANT
EXISTING SANITARY MANHOLE
EXISTING STORM INLET
EXISTING STORM GRATE
EXISTING STORM LINE
1 2
EL
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03/1
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7EL024.01
DEV
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EN
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GEM
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PLA
N
7-EL
EVEN
N
KEYMAP
DETAIL 1DETAIL 2
DETAIL 3
1 INCH = FT.
0 10 20
10
DETAIL 1
1 INCH = FT.
0 10 20
10
DETAIL 3
N
1 INCH = FT.
0 10 20
10
DETAIL 2
N
MAJOR SITE DEVELOPMENT PLANLOT 1 ACADEMY GATEWAY SUBDIVISION FILING NO. 1
A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1,TOWNSHIP 12 SOUTH, RANGE 67 AND THE SOUTHWEST QUARTER OF SECTION
6, TOWNSHIP 12 SOUTH, RANGE 66, ALL WEST OF THE SIXTH PRINCIPALMERIDIAN, EL PASO COUNTY, STATE OF COLORADO
GENERAL NOTES1. NO WORK IS TO BEGIN UNTIL ALL PERMITS HAVE BEEN OBTAINED.2. SEE THE SITE SURVEY FOR SURVEY INFORMATION AND LEGAL DESCRIPTION.3. CATCH CURB AND GUTTER FLOWLINE GRADES SHALL BE A MINIMUM 0.6%.4. ALL ADA SIDEWALKS, RAMPS AND PARKING STALLS SHALL COMPLY WITH CITY AND
STATE APPLICABLE CODES AND STANDARDS WHEN POSSIBLE.5. ALL PROPOSED STORM SEWER WILL BE PRIVATE.6. FINAL GRADES ARE SUBJECT TO MINOR CHANGE BY CONTRACTOR. NO GRADE
CHANGES IN EXCESS OF 0.05' WITHOUT ENGINEER APPROVAL.7. ANY FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL BE CLEAN
FILL APPROVED BY GEOTECHNICAL ENGINEER. SEE "SOIL PREPARATION NOTE"ON COVERS SHEET.
8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OFONSITE SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURINGCONSTRUCTION.
9. GRADES SHOWN ARE FLOWLINE UNLESS OTHERWISE NOTED.10. RETAINING WALL MAXIMUM HEIGHT IS FROM FINISHED GRADE TO TOP OF WALL TO
FINISHED GRADE AT BOTTOM OF WALL AND DOES NOT INCORPORATE FOOTINGDEPTH OR WALL HEIGHT ABOVE FINISHED REFER TO MANUFACTURERSSPECIFICATIONS FOR WALL DESIGN AND FULL HEIGHT OF WALL.
11. EROSION CONTROL BLANKET TO BE INSTALLED ON ALL SLOPES STEEPER THAN4:1.
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7-ELEVENCONVENIENCE STORE
2,940 SFBLDG HT = 24'-4"
FFE = 6734.40
NORTHGATE
BOULEVARD
(100' ROW) (PUBLIC)
LOT 2ACADEMY GATEWAY SUBDIVISION FILING NO. 1
PROPOSED COMMERCIAL(FUTURE STARBUCKS CAFE BY OTHERS)
GLENEAGLE GATE VIEW
(50' ROW) (P
RIVATE)
STRU
THER
S RO
AD
(120
' RO
W) (
PUBL
IC)
TRACT C
DETENTION POND(BY OTHERS)
PRIVATE ACCESS DRIVE
(BY OTHERS)
LOT 1
PROPERTY LINE
PROPERTY LINE
DONALA WATER & SANITATIONDISTRICT - SEWAGE LIFT STATIONPERMANENT EASEMENT (EXCEPTION 13)
PROPERTY LINE
40' ACCESS
EASEMENT
(EXCEPTION 14)
40' PUBLIC UTILITY
DRAINAGE AND ACCESS
EASEMENT
30' PUBLIC
UTILITY
DRAINAGE
AND ACCESS
EASEMENT
20' PUBLIC
UTILITY
DRAINAGE
AND ACCESS
EASEMENT
30' PERMANENT
UTILITY
EASEMENT
(EXCEPTION 15)
GRASS BUFFER
OVERLOT GRADES TO INCLUDE BENCH AT TRAILEASEMENT PER APPROVED PLANS WHENCONSTRUCTION FOR FUTURE EL PASO COUNTY TRAIL.PROPOSED LANDSCAPING WILL NOT ENCROACH.
LANDSCAPED AREA TO BEINCLUDED IN THE LIMITS OFCONSTRUCTION.
LIMITS OF PROPOSEDGRADING
LIMITS OF PROPOSEDGRADING
LIMITS OF PROPOSEDGRADING
GRASS BUFFER
LANDSCAPED AREA TO BE INCLUDED INTHE LIMITS OF CONSTRUCTION.
CLASSIC CONSULTINGREVISED SLOPE CONTOURS
N
1 INCH = FT.
0 20 40
20
DATE:
DESIGNED BY:
PROJECT NO:
DRAWN BY:
© 2
015,
ALL
RIG
HTS
RE
SE
RV
ED
.3/
14/2
018
3:44
PM
P:\7
-ELE
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518
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Suit
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75D
enve
r, C
O 8
0202
ww
w.e
es.u
s.co
m30
3-57
2-79
97
COUNTY PROJECT NUMBER PPR-17-058
Know what's
R
CALL UTILITY NOTIFICATIONCENTER OF COLORADO
CALL 3-BUSINESS DAYS (NOT INCLUDING INITIALDAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.
GENERAL NOTES1. SEE THE SITE SURVEY FOR SURVEY INFORMATION AND LEGAL DESCRIPTION.2. THERE ARE NO USES WITHIN THE 7-ELEVEN PROJECT THAT UTILIZE OR GENERATE ANY
SIGNIFICANT QUANTITIES OF TOXIC MATERIAL.3. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR ANY OFF-SITE CONSTRUCTION
ACTIVITY.4. THE SITE IS MASS GRADED WITH NO EXISTING VEGETATION.
LEGENDPROPERTY LINE
SETBACK
EXISTING EASEMENT LINE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
MINOR CONTOUR
MAJOR CONTOUR
STREAMSIDE BUFFER OVERLAY
BUILDING
CURB AND GUTTER
PVC STORM SEWER
EXISTING FIRE HYDRANT
EXISTING STORM LINE
EXISTING SANITARY MANHOLE
EXISTING STORM INLET
EXISTING STORM GRATE
SILT FENCE
CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL
SEEDING MULCHING
LIMIT OF CONSTRUCTION
CONSTRUCTION FENCE
PROPOSED INLET PROTECTION
PROPOSED CURB SOCK
PROPOSED FLOW ARROW
1 2
EL
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01/3
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7EL024.01
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ERO
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ON
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AN
7-EL
EVEN
1''= 500'VICINITY MAP
N
PROPOSEDPROJECTLOCATION
MAJOR SITE DEVELOPMENT PLANLOT 1 ACADEMY GATEWAY SUBDIVISION FILING NO. 1
A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1,TOWNSHIP 12 SOUTH, RANGE 67 AND THE SOUTHWEST QUARTER OF SECTION
6, TOWNSHIP 12 SOUTH, RANGE 66, ALL WEST OF THE SIXTH PRINCIPALMERIDIAN, EL PASO COUNTY, STATE OF COLORADO
DATE:
DESIGNED BY:
PROJECT NO:
DRAWN BY:
© 2
015,
ALL
RIG
HTS
RE
SE
RV
ED
.3/
14/2
018
3:44
PM
P:\7
-ELE
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N\C
O, E
L P
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NTY
NO
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S 1
0390
79\0
8 C
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\C3.
0 E
RO
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N C
ON
TRO
L N
OTE
S.D
WG
518
17th
Str
eet
Suit
e 15
75D
enve
r, C
O 8
0202
ww
w.e
es.u
s.co
m30
3-57
2-79
97
COUNTY PROJECT NUMBER PPR-17-058
Know what's
R
CALL UTILITY NOTIFICATIONCENTER OF COLORADO
CALL 3-BUSINESS DAYS (NOT INCLUDING INITIALDAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.
STANDARD NOTES FOR EL PASO COUNTY GRADING AND EROSION CONTROL PLANS1. STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO
CAUSE POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. ALL WORK ANDEARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF ANYON-SITE OR OFF SITE WATERS, INCLUDING WETLANDS.
2. NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHICREPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGEAND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THEMOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS,INCLUDING THE LAND DEVELOPMENT CODE, THE ENGINEERING CRITERIA MANUAL, THEDRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANYDEVIATIONS TO REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, INWRITING.
3. A SEPARATE STORMWATER MANAGEMENT PLAN (SMWP) FOR THIS PROJECT SHALL BECOMPLETED AND AN EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP) ISSUEDPRIOR TO COMMENCING CONSTRUCTION. DURING CONSTRUCTION THE SWMP IS THERESPONSIBILITY OF THE DESIGNATED STORMWATER MANAGER, SHALL BE LOCATED ON SITE ATALL TIMES AND SHALL BE KEPT UP TO DATE WITH WORK PROGRESS AND CHANGES IN THEFIELD.
4. ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGEEROSION AND SEDIMENT CONTROL BMPS AS INDICATED ON THE GEC. A PRECONSTRUCTIONMEETING BETWEEN THE CONTRACTOR, ENGINEER, AND EL PASO COUNTY WILL BE HELD PRIORTO ANY CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COORDINATE THEMEETING TIME AND PLACE WITH COUNTY DSD INSPECTIONS STAFF.
5. SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANYDISTURBED LAND AREA SHALL BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER FINALGRADING, OR FINAL EARTH DISTURBANCE, HAS BEEN COMPLETED. DISTURBED AREAS ANDSTOCKPILES WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN30 DAYS SHALL ALSO BE MULCHED WITHIN 21 DAYS AFTER INTERIM GRADING. AN AREA THAT ISGOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN 60 DAYS SHALL ALSO BE SEEDED. ALLTEMPORARY SOIL EROSION CONTROL MEASURES AND BMPS SHALL BE MAINTAINED UNTILPERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED AND ESTABLISHED.
6. TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTHDISTURBANCE AREAS GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROLMEASURES PURSUANT TO STANDARDS AND SPECIFICATION PRESCRIBED IN THE DCM VOLUME IIAND THE ENGINEERING CRITERIA MANUAL (ECM) APPENDIX I.
7. ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAINACCEPTABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES INCLUDING BMPS INCONFORMANCE WITH THE EROSION CONTROL TECHNICAL STANDARDS OF THE DRAINAGECRITERIA MANUAL (DCM) VOLUME II AND IN ACCORDANCE WITH THE STORMWATERMANAGEMENT PLAN (SWMP).
8. ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPS AND ALL PERMANENTFACILITIES INTENDED TO CONTROL EROSION OF ANY EARTH DISTURBANCE OPERATIONS, SHALLBE INSTALLED AS DEFINED IN THE APPROVED PLANS, THE SWMP AND THE DCM VOLUME II ANDMAINTAINED THROUGHOUT THE DURATION OF THE EARTH DISTURBANCE OPERATION.
9. ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELYREDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. ALL DISTURBANCESSHALL BE DESIGNED, CONSTRUCTED, AND COMPLETED SO THAT THE EXPOSED AREA OF ANYDISTURBED LAND SHALL BE LIMITED TO THE SHORTEST PRACTICAL PERIOD OF TIME.
10. ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THECONVEYANCE OF STORMWATER AROUND, THROUGH, OR FROM THE EARTH DISTURBANCEAREA SHALL BE DESIGNED TO LIMIT THE DISCHARGE TO A NON-EROSIVE VELOCITY.
11. CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THESWMP. NO WASH WATER SHALL BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATEWATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES.
12. EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1.
13. BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BETEMPORARILY PLACED OR STORED IN THE STREET, ALLEY, OR OTHER PUBLIC WAY, UNLESS INACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. BMP'S MAY BE REQUIRED BY ELPASO COUNTY ENGINEERING IF DEEMED NECESSARY, BASED ON SPECIFIC CONDITIONS ANDCIRCUMSTANCES.
14. VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED.MATERIALS TRACKED OFFSITE SHALL BE CLEANED UP AND PROPERLY DISPOSED OFIMMEDIATELY.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THECONSTRUCTION SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORYREQUIREMENTS. NO CONSTRUCTION DEBRIS, TREE SLASH, BUILDING MATERIAL WASTES ORUNUSED BUILDING MATERIALS SHALL BE BURIED, DUMPED, OR DISCHARGED AT THE SITE.
16. THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BERESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS, DIRT, TRASH, ROCK,SEDIMENT, AND SAND THAT MAY ACCUMULATE IN THE STORM SEWER OR OTHER DRAINAGECONVEYANCE SYSTEM AND STORMWATER APPURTENANCES AS A RESULT OF SITEDEVELOPMENT.
17. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH ASPRACTICAL, TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE.ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIRORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS.
18. NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BERELEASED IN STORMWATER UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL ISGRANTED IN WRITING BY THE ECM ADMINISTRATOR. IN GRANTING THE USE OF SUCHCHEMICALS, SPECIAL CONDITIONS AND MONITORING MAY BE REQUIRED.
19. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALLHAVE ADEQUATE PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLEDMATERIAL FROM ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORMDRAINAGE SYSTEM OR FACILITIES.
20. NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE
CURB AND GUTTER OR IN THE DITCHLINE.
21. INDIVIDUALS SHALL COMPLY WITH THE "COLORADO WATER QUALITY CONTROL ACT" (TITLE 25,ARTICLE 8, CRS), AND THE "CLEAN WATER ACT" (33 USC 1344), IN ADDITION TO THEREQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE ECM APPENDIX I. ALL APPROPRIATEPERMITS MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (NPDES,FLOODPLAIN, 404, FUGITIVE DUST, ETC.). IN THE EVENT OF CONFLICTS BETWEEN THESEREQUIREMENTS AND LAWS, RULES, OR REGULATIONS OF OTHER FEDERAL, STATE, OR COUNTYAGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL APPLY.
22. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTIONACCESS POINTS.
23. PRIOR TO ACTUAL CONSTRUCTION THE PERMITEE SHALL VERIFY THE LOCATION OF EXISTINGUTILITIES.
24. A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS ANDUTILIZED AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND.
25. THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY VIVID ENGINEERING GROUP ANDSHALL BE CONSIDERED A PART OF THESE PLANS.
26. AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTSTHAT WILL DISTURB 1 ACRE OR MORE, THE OWNER OR OPERATOR OF CONSTRUCTION ACTIVITYSHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADODEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY DIVISION. THEAPPLICATION CONTAINS CERTIFICATION OF COMPLETION OF A STORMWATER MANAGEMENTPLAN (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL PLAN MAY BE A PART. FORINFORMATION OR APPLICATION MATERIALS CONTACT:
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTWATER QUALITY CONTROL DIVISIONWQCD - PERMITS4300 CHERRY CREEK DRIVE SOUTHDENVER, CO 80246-1530ATTN: PERMITS UNIT
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CALL UTILITY NOTIFICATIONCENTER OF COLORADO
CALL 3-BUSINESS DAYS (NOT INCLUDING INITIALDAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.
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6, TOWNSHIP 12 SOUTH, RANGE 66, ALL WEST OF THE SIXTH PRINCIPALMERIDIAN, EL PASO COUNTY, STATE OF COLORADO
