MULE DEER VILLAS PKWY BARNES RD. N. CAREFREE CIR ... · A. Project Description: Mule Deer Villas is...
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POWERS BLVD N. MARKSHEFFEL RD PETERSON RD N. CAREFREE CIR. BARNES RD. SPRINGS RANCH ELEMENTARY SCHOOL SAND CREEK HIGH SCHOOL REMINGTON ELEMENTARY SCHOOL SITE TUTT BLVD COLEMAN PARK CHARLOTTE PKWY AKERS DR ROCK ISLAND TRAIL CONSTITUTION AVE. SITE DATA OWNER/APPLICANT: Mule Deer Investments LLC 31 N. Tejon Street, Suite 500 Colorado Springs, CO 80903 Tax ID Number: 5329411002 & 5329400012 Area: 11.56 acres Current Zoning: RR-5 & CS Proposed Zoning: PUD Current Land Use: Vacant Proposed Land Use: Townhomes Number of Units: 125 Density: 10.81 DU/AC Building Height: 35' Max. Zone Setbacks: Front: 25' Minimum Side: 25' Minimum, Rear: 25' Minimum, LEGAL DESCRIPTION Ownership Certification I/we _________________ a (one of the following: qualified title insurance company, title company, title attorney, or attorney at law) duly qualified, insured, or licensed by the State of Colorado, do hereby certify that I/we have examined the title of all lands depicted and described hereon and that title to such land is owner in fee simple by ___________ at the time of this application. Notarized signature OR Name of Attorney and registration number Clerk and Recorder Certification State of Colorado) )ss. El Paso County ) I hereby certify that this Plan was filed in my office on this _______(day) of ___________(month), 20___ at ____________ o'clock a.m./p.m. and was recorded per Reception No. ________________________. El Paso County Clerk and Recorder County Certification This rezoning request to PUD has been reviewed and found to be complete and in accordance with the _____________________(Board resolution or motion #) ________________ (date) approving the PUD and all applicable El Paso County regulations. Chair, Board of County Commissioners date Director, Planning & Community Development Department date Name of Landowner Landowner's Signature, notarized Mule Deer Investments LLC MULE DEER VILLAS EL PASO COUNTY, COLORADO PUD DEVELOPMENT PLAN VICINITY MAP NORTH NOT TO SCALE SHEET INDEX Sheet 1 of 10: Site Details Sheet 2 of 10: Development Plan Sheet 3 of 10: Grading Plan Sheet 4 of 10: Grading & Erosion Control Details Sheet 5 of 10: Grading & Erosion Control Details Sheet 6 of 10: Site Utilities Plan Sheet 7 of 10: Landscape Plan Sheet 8 of 10: Landscape Plan Sheet 9 of 10: Landscape Details Sheet 10 of 10: Zoning Map GENERAL NOTES 1. See Final Landscape Plan for proposed buffering and screening from surrounding properties. 2. Facilities and common area landscape will be maintained by Mule Deer Villas Home Owners Association. 3. This site is not within a designated F.E.M.A. floodplain as determined by the flood insurance rate map, community panel number 08041C0276F, effective March 17, 1997. 4. There will be no direct lot access from Akers Drive & North Carefree Circle. DESCRIPTION: BY: DATE: SHEET NUMBER PLAN FILE # SHEET TITLE ISSUE / REVISION PROJECT INFO ISSUE INFO PLANNER / LANDSCAPE ARCHITECT SEAL IN ASSOCIATION WITH Land Planning Landscape Architecture Urban Design N.E.S. Inc. 619 N. Cascade Avenue, Suite 200 Colorado Springs, CO 80903 Tel. 719.471.0073 Fax 719.471.0267 www.nescolorado.com © 2012. All Rights Reserved. 10 OF DATE: PROJECT MGR: PREPARED BY: 1.24.18 A. Barlow B. Swenson Mule Deer Villas PUD DEVELOPMENT PLAN P:\Wheatlands Capital\Mule Deer Villas\Drawings\Planning\Develop\MuleDeerVillas_DP_12-1-17.dwg [Cover(1)] 1/26/2018 12:01:31 PM bswenson 1 1 COVER GENERAL PROVISIONS: A. Authority. This PUD is authorized by Chapter 4 of the El Paso County Land Development Code, adopted pursuant to the Colorado Planned Unit Development Act of 1972, as amended. B. Applicability. The provisions of this PUD shall run with the land. The landowners, their successors, heirs, or assigns shall be bound by this Development Plan, as amended and approved by the Development Services Department Director or Board of County Commissioners. C. Adoption. The adoption of this development plan shall evidence the findings and decisions of the El Paso County Board of County Commissioners that this Development Plan for Mule Deer Villas is in general conformity with the El Paso County Master Plan, El Paso County Policy Plan and applicable Small Area Plan; is authorized under the provision of the El Paso County Land Development Code; and that the El Paso County Land Development Code and this development plan complies with the Colorado Planned Unit Development Act of 1972, as amended. D. Relationship to County Regulations. The provisions of this Development Plan shall prevail and govern the development of Mule Deer Villas, provided, however, that where the provisions of this Development Plan do not address a particular subject, the relevant provisions of the El Paso County Land Development Code in effect at the time of the PUD plan approval (or owner acknowledge the PUD changes with the Code), or any other applicable resolutions or regulations of El Paso County, shall be applicable. E. Enforcement. To further the mutual interest of the residents, occupants, and owners of the PUD and of the public in the preservation of the integrity of this development plan, the provisions of this plan relating to the use of land and the location of common open space shall run in favor of El Paso County and shall be enforceable at law or in equity by the County without limitation on any power or regulation otherwise granted by law. F. Conflict. Where there is more than one provision within the development plan that covers the same subject matter, the provision which is most restrictive or imposes higher standards or requirements shall govern. G. Maximum Level of Development. The total number of dwellings or the total commercial, business, or industrial intensity shown on the development plan for development within the specified planning areas is the maximum development requested for platting or construction (plus any approved density transfers). The actual number of dwellings or level of development may be less due to subdivision or Site Development Plan requirements, land carrying capacity, or other requirements of the Board of County Commissioners. H. Project Tracking. At the time of any final plat application, the applicant shall provide a summary of the development, to date, to Development Services Department, in order to assure maximum development limits are not exceeded. I. Overall Project Standards. The standard zoning requirements of El Paso County Land Development Code, as amended, including off-street parking, landscaping, site development, accessory and temporary uses, and use by special review and variance processes shall apply to this PUD, except as modified below. DEVELOPMENT GUIDELINES: A. Project Description: Mule Deer Villas is a planned residential community on 11.56 acres of land located Southeast of N. Carefree Circle and Akers Drive. The project is planned as a townhome community with open space greenways between buildings and vehicular access off private alleys. B. Permitted Uses: Permitted uses within the Mule Deer Villas subdivision include townhomes, open space, and trails. The use of any property within the subdivision as a Child Care Center, Family Care Home or Group Home shall be subject to the regulations of Section 5 of the El Paso County Land Development Code, as may be amended in the future. Marijuana Clubs and Marijuana Grow Facilities are not permitted within this subdivision. C. Temporary Uses: Temporary uses are limited to model home/subdivision sales office, yard sales, and seasonal produce sales, and are subject to the regulations of Section 5 of the El Paso County Land Development Code, as may be amended in the future. Vacation rentals are not permitted. D. Accessory Uses: Accessory uses shall be subject to the regulations of Section 5 of the El Paso County Land Development Code, as may be amended in the future. Accessory uses within this subdivision are limited to the following: Animal keeping of up to 2 pets (excludes chicken, pigeon or bee keeping). Residential home occupation that does not require clients to visit the premises. E. Accessory Structures. Accessory structures are not permitted either within the lot or within the common open space owned & maintained by the Home Owner Association. F. Signs. Signs shall be permitted to identify entryways to the Mule Deer Villas community. The maximum size of the Community Entryway Sign shall be 100 square feet. Sign size shall be measured by drawing the smallest rectangle around the text of the sign. For double sided signs, only one sign face shall contribute to the maximum size. G. Development Standards. 1. Maximum building height: thirty (35) feet. 2. Setback minimums: There are no minimum lot setbacks. 3. No projections into the tracts owned and maintained by the Mule Deer Villas will be permitted. H. Lot Sizes. The PUD Development Plan identifies general building envelopes and the number of units permitted within these envelopes. The Preliminary Plan/Final Plat will establish the final number of lots and the lot size, provided this does not exceed the number of units identified within each respective building envelope or the total number of 123 units. I. Streets. Streets within Mule Deer Villas subdivision provide general vehicular circulation throughout the development. All alleys shall be privately owned and maintained by the Mule Deer Villas Home Owner's Association. All Streets shall be paved unless otherwise indicated on the Development Plan. Sidewalks and parking spaces will be provided as illustrated on this plan. J. Architectural Control Committee Review/Covenants. Architectural elevations will be submitted with the preliminary plan. Covenants for Mule Deer Villas have been created by seperate document. The Covenants establish rules and regulations for the property within the subdivision and establish the governance mechanism of the subdivision, including architectural control. SITE PARKING CALCULATIONS TRACT TABLE PUD MODIFICATIONS The Mule Deer Villas PUD includes the following modifications to the El Paso County Land Development Code (LDC) and Engineering Criterial Manual (ECM): 1. LDC Section 8.4.4(E)(2) - Allow Use of Private Roads 2. LDC Section 8.4.4(E)(3) - Private Roads to be constructed and maintained to ECM standards with the following exceptions: a. Permanent hammerhead turnaround (ECM Section 2.3.8) - allows for more efficient design and dead ends do not exeed 150' in length which meets fire access requirements b. Roadway cross section (ECM Section 2.2.4.B) - The county does not have a public alley cross-section. Narrower alley allows for more efficient and traditional design, with sidewalk connectivity providing access to front of units. Required: 125 townhomes (3-bedroom) - 2.0 spaces per dwelling unit = 250 spaces Plus 1 space per 3 dwelling units for guests (rounded) = 42 spaces Total Required = 292 spaces Provided: 2 garage parking spaces per unit * = 250 spaces Parking bays = 46 spaces On-street parking available = 26 spaces approximatley Total Provided = 322 spaces *This assumes worst case scenario of townhomes without full driveways. TRACT SIZE USE OWNERSHIP MAINTENANCE A B C D E 106,360 SF Open space, public access, public utilities, drainage, landscaping, signage Mule Deer Villas HOA 27,279 SF 1,065 SF 10,776 SF Private road, private parking, utilities Public access, landscaping, utilities Public open space, landscaping, utilities, public improvements BEING LOT 2, MULE DEER BUSINESS PARK FILING NO.1 AND A TRACT OF LAND LOCATED IN THE EAST 1/2 OF SECTION 29, TOWNSHIP 13 SOUTH, RANGE 65 WEST OF THE 6TH PRINCIPAL MERIDIAN, EL PASO COUNTY COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF AKERS DRIVE (80 FEET WIDE) AS PLATTED IN MULE DEER BUSINESS PARK FILING NO.1, RECORDED WITH RECEPTION NO. 206712353 IN THE RECORDS OF THE EL PASO COUNTY CLERK AND RECORDER, POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY OF NORTH CAREFREE CIRCLE (120 FEET WIDE) AS PLATTED IN PRONGHORN MEADOWS FILING NO.1, RECORDED WITH RECEPTION NO. 202165571 OF SAID RECORDS; THE FOLLOWING FIVE (5) COURSES ARE ON THE EASTERLY RIGHT-OF-WAY OF SAID AKERS DRIVE; 1) THENCE S00°41'40"E A DISTANCE OF 552.98 FEET TO A POINT OF CURVE TO THE LEFT; 2) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 960.00 FEET, A DELTA ANGLE OF 04°35'19", AN ARC LENGTH OF 76.88 FEET, WHOSE LONG CHORD BEARS S02°59'19"E A DISTANCE OF 76.86 FEET; 3) THENCE S05°16'59"E A DISTANCE OF 277.56 FEET TO THE NORTHWEST CORNER OF LOT 2, OF SAID MULE DEER BUSINESS PARK FILING NO.1; 4) THENCE S05°16'59"E ON THE WESTERLY LINE OF SAID LOT 2, A DISTANCE OF 142.31 FEET TO A POINT OF CURVE TO THE RIGHT; 5) THENCE ON THE ARC OF SAID CURVE AND SAID WESTERLY LINE OF LOT 2, HAVING A RADIUS OF 1040.00 FEET, A DELTA ANGLE OF 03°59'26", AN ARC LENGTH OF 72.43 FEET, WHOSE LONG CHORD BEARS S03°17'16"E A DISTANCE OF 72.42 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE N88°42'27"E ON THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 413.10 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2; THENCE N00°02'55"E ON THE EAST LINE OF SAID LOT 2, A DISTANCE OF 209.74 FEET TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE N00°02'55"E A DISTANCE OF 906.69 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF SAID NORTH CAREFREE CIRCLE; THENCE S89°18'20"W ON SAID SOUTHERLY RIGHT-OF-WAY, A DISTANCE OF 467.50 FEET TO THE POINT OF BEGINNING. THE ABOVE TRACT OF LAND CONTAINS 503,669 SQUARE FEET OR 11.563 ACRES, MORE OR LESS. PROJECT CONTACTS Planner & Landscape Architect: NES Inc. 619 N. Cascade Ave., Suite 200 Colorado Springs, CO 80903 F G H 3,939 SF Public access, public utilities, public improvements, drainage, landscaping, signage 9,368 SF 27,279 SF Common open space, public improvements, landscaping, mail boxes I J 2,952 SF 800 SF K L M 10,532 SF Drainage, landscaping, utilities, signage 552 SF 2,990SF N O P 4,552 SF 966 SF 9,647 SF R S T 900 SF 4,887 SF 16,646 SF Q 10,302 SF 6,704 SF Private road, private parking, utilities Private road, utilities Private road, utilities Drainage, landscaping, utilities, signage Public access, landscaping, utilities, public improvements Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Public access, landscaping, utilities, public improvements Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Public access, landscaping, utilities, public improvements Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Public open space, landscaping, utilities, public improvements Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Public access, landscaping, utilities, public improvements Mule Deer Villas HOA Mule Deer Villas HOA Public access, landscaping, utilities, public improvements Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Mule Deer Villas HOA Civil Engineers: Stantec 31 Tejon Street, Suite 500 Colorado Springs, CO 80903 Public open space, landscaping, utilities, public improvements Private road, utilities Private road, utilities
Transcript of MULE DEER VILLAS PKWY BARNES RD. N. CAREFREE CIR ... · A. Project Description: Mule Deer Villas is...
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SITE DATAOWNER/APPLICANT: Mule Deer Investments LLC
31 N. Tejon Street, Suite 500Colorado Springs, CO 80903
Tax ID Number: 5329411002 & 5329400012Area: 11.56 acres
Current Zoning: RR-5 & CS
Proposed Zoning: PUD
Current Land Use: Vacant
Proposed Land Use: Townhomes
Number of Units: 125
Density: 10.81 DU/AC
Building Height: 35' Max.
Zone Setbacks:
Front: 25' Minimum
Side: 25' Minimum,
Rear: 25' Minimum,
LEGAL DESCRIPTION
Ownership Certification
I/we _________________ a (one of the following: qualified title
insurance company, title company, title attorney, or attorney at law) duly
qualified, insured, or licensed by the State of Colorado, do hereby certify
that I/we have examined the title of all lands depicted and described
hereon and that title to such land is owner in fee simple by ___________
at the time of this application.
Notarized signature
OR Name of Attorney and registration number
Clerk and Recorder Certification
State of Colorado)
)ss.
El Paso County )
I hereby certify that this Plan was filed in my office on this _______(day) of
___________(month), 20___ at ____________ o'clock a.m./p.m. and was
recorded per Reception No. ________________________.
El Paso County Clerk and Recorder
County Certification
This rezoning request to PUD has been reviewed and found to be
complete and in accordance with the _____________________(Board
resolution or motion #) ________________ (date) approving the PUD
and all applicable El Paso County regulations.
Chair, Board of County Commissioners date
Director, Planning & Community Development Department date
Name of Landowner
Landowner's Signature, notarized
Mule Deer Investments LLC
MULE DEER VILLASEL PASO COUNTY, COLORADO
PUD DEVELOPMENT PLAN
VICINITY MAP
NORTH
NOT TO SCALE
SHEET INDEXSheet 1 of 10: Site DetailsSheet 2 of 10: Development PlanSheet 3 of 10: Grading PlanSheet 4 of 10: Grading & Erosion Control DetailsSheet 5 of 10: Grading & Erosion Control DetailsSheet 6 of 10: Site Utilities PlanSheet 7 of 10: Landscape PlanSheet 8 of 10: Landscape PlanSheet 9 of 10: Landscape DetailsSheet 10 of 10: Zoning Map
GENERAL NOTES1. See Final Landscape Plan for proposed buffering and screening from surrounding properties.2. Facilities and common area landscape will be maintained by Mule Deer Villas Home Owners
Association.3. This site is not within a designated F.E.M.A. floodplain as determined by the flood insurance rate
map, community panel number 08041C0276F, effective March 17, 1997.4. There will be no direct lot access from Akers Drive & North Carefree Circle.
DESCRIPTION:BY:DATE:
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Land Planning
LandscapeArchitecture
Urban Design
N.E.S. Inc.619 N. Cascade Avenue, Suite 200
Colorado Springs, CO 80903
Tel. 719.471.0073Fax 719.471.0267
www.nescolorado.com
© 2012. All Rights Reserved.
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PROJECT MGR:
PREPARED BY:
1.24.18
A. Barlow
B. Swenson
Mule Deer
Villas
PUD
DEVELOPMENT PLAN
PROJECT ADDRESS
OTHER INFO
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COVER
GENERAL PROVISIONS:A. Authority. This PUD is authorized by Chapter 4 of the El Paso County Land Development Code, adopted pursuant to the ColoradoPlanned Unit Development Act of 1972, as amended.
B. Applicability. The provisions of this PUD shall run with the land. The landowners, their successors, heirs, or assigns shall be bound bythis Development Plan, as amended and approved by the Development Services Department Director or Board of County Commissioners.
C. Adoption. The adoption of this development plan shall evidence the findings and decisions of the El Paso County Board of CountyCommissioners that this Development Plan for Mule Deer Villas is in general conformity with the El Paso County Master Plan, El Paso CountyPolicy Plan and applicable Small Area Plan; is authorized under the provision of the El Paso County Land Development Code; and that the ElPaso County Land Development Code and this development plan complies with the Colorado Planned Unit Development Act of 1972, asamended.
D. Relationship to County Regulations. The provisions of this Development Plan shall prevail and govern the development of Mule DeerVillas, provided, however, that where the provisions of this Development Plan do not address a particular subject, the relevant provisions of the ElPaso County Land Development Code in effect at the time of the PUD plan approval (or owner acknowledge the PUD changes with the Code), orany other applicable resolutions or regulations of El Paso County, shall be applicable.
E. Enforcement. To further the mutual interest of the residents, occupants, and owners of the PUD and of the public in the preservation ofthe integrity of this development plan, the provisions of this plan relating to the use of land and the location of common open space shall run infavor of El Paso County and shall be enforceable at law or in equity by the County without limitation on any power or regulation otherwisegranted by law.
F. Conflict. Where there is more than one provision within the development plan that covers the same subject matter, the provision which ismost restrictive or imposes higher standards or requirements shall govern.
G. Maximum Level of Development. The total number of dwellings or the total commercial, business, or industrial intensity shown on thedevelopment plan for development within the specified planning areas is the maximum development requested for platting or construction (plusany approved density transfers). The actual number of dwellings or level of development may be less due to subdivision or Site DevelopmentPlan requirements, land carrying capacity, or other requirements of the Board of County Commissioners.
H. Project Tracking. At the time of any final plat application, the applicant shall provide a summary of the development, to date, toDevelopment Services Department, in order to assure maximum development limits are not exceeded.
I. Overall Project Standards. The standard zoning requirements of El Paso County Land Development Code, as amended, includingoff-street parking, landscaping, site development, accessory and temporary uses, and use by special review and variance processes shall applyto this PUD, except as modified below.
DEVELOPMENT GUIDELINES:A. Project Description: Mule Deer Villas is a planned residential community on 11.56 acres of land located Southeast of N. Carefree Circleand Akers Drive. The project is planned as a townhome community with open space greenways between buildings and vehicular access offprivate alleys.
B. Permitted Uses: Permitted uses within the Mule Deer Villas subdivision include townhomes, open space, and trails. The use of anyproperty within the subdivision as a Child Care Center, Family Care Home or Group Home shall be subject to the regulations of Section 5 of theEl Paso County Land Development Code, as may be amended in the future. Marijuana Clubs and Marijuana Grow Facilities are not permittedwithin this subdivision.
C. Temporary Uses: Temporary uses are limited to model home/subdivision sales office, yard sales, and seasonal produce sales, and aresubject to the regulations of Section 5 of the El Paso County Land Development Code, as may be amended in the future. Vacation rentals arenot permitted.
D. Accessory Uses: Accessory uses shall be subject to the regulations of Section 5 of the El Paso County Land Development Code, as maybe amended in the future. Accessory uses within this subdivision are limited to the following:
Animal keeping of up to 2 pets (excludes chicken, pigeon or bee keeping).Residential home occupation that does not require clients to visit the premises.
E. Accessory Structures. Accessory structures are not permitted either within the lot or within the common open space owned & maintainedby the Home Owner Association.
F. Signs. Signs shall be permitted to identify entryways to the Mule Deer Villas community. The maximum size of the Community EntrywaySign shall be 100 square feet. Sign size shall be measured by drawing the smallest rectangle around the text of the sign. For double sided signs,only one sign face shall contribute to the maximum size.
G. Development Standards.1. Maximum building height: thirty (35) feet.2. Setback minimums: There are no minimum lot setbacks.3. No projections into the tracts owned and maintained by the Mule Deer Villas will be permitted.
H. Lot Sizes. The PUD Development Plan identifies general building envelopes and the number of units permitted within these envelopes.The Preliminary Plan/Final Plat will establish the final number of lots and the lot size, provided this does not exceed the number of units identifiedwithin each respective building envelope or the total number of 123 units.
I. Streets. Streets within Mule Deer Villas subdivision provide general vehicular circulation throughout the development. All alleys shall beprivately owned and maintained by the Mule Deer Villas Home Owner's Association. All Streets shall be paved unless otherwise indicated on theDevelopment Plan. Sidewalks and parking spaces will be provided as illustrated on this plan.
J. Architectural Control Committee Review/Covenants. Architectural elevations will be submitted with the preliminary plan. Covenants forMule Deer Villas have been created by seperate document. The Covenants establish rules and regulations for the property within the subdivisionand establish the governance mechanism of the subdivision, including architectural control.
SITE PARKING CALCULATIONS
TRACT TABLE
PUD MODIFICATIONSThe Mule Deer Villas PUD includes the following modifications to the El Paso County Land DevelopmentCode (LDC) and Engineering Criterial Manual (ECM):
1. LDC Section 8.4.4(E)(2) - Allow Use of Private Roads2. LDC Section 8.4.4(E)(3) - Private Roads to be constructed and maintained to ECM standards with the
following exceptions:a. Permanent hammerhead turnaround (ECM Section 2.3.8) - allows for more efficient design and
dead ends do not exeed 150' in length which meets fire access requirementsb. Roadway cross section (ECM Section 2.2.4.B) - The county does not have a public alley
cross-section. Narrower alley allows for more efficient and traditional design, with sidewalkconnectivity providing access to front of units.
Required:
125 townhomes (3-bedroom) - 2.0 spaces per dwelling unit = 250 spaces
Plus 1 space per 3 dwelling units for guests (rounded) = 42 spaces
Total Required = 292 spaces
Provided:
2 garage parking spaces per unit * = 250 spaces
Parking bays = 46 spaces
On-street parking available = 26 spaces approximatley
Total Provided = 322 spaces
*This assumes worst case scenario of townhomes without full driveways.
TRACT SIZE USE OWNERSHIP MAINTENANCE
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106,360 SF Open space, public access, public utilities,drainage, landscaping, signage
Mule Deer Villas HOA
27,279 SF
1,065 SF
10,776 SF
Private road, private parking, utilities
Public access, landscaping, utilities
Public open space, landscaping, utilities,public improvements
BEING LOT 2, MULE DEER BUSINESS PARK FILING NO.1 AND A TRACT OF LAND LOCATED IN THE EAST 1/2 OF SECTION 29, TOWNSHIP 13 SOUTH,RANGE 65 WEST OF THE 6TH PRINCIPAL MERIDIAN, EL PASO COUNTY COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF AKERS DRIVE (80 FEET WIDE) AS PLATTED IN MULE DEER BUSINESS PARK FILING NO.1, RECORDEDWITH RECEPTION NO. 206712353 IN THE RECORDS OF THE EL PASO COUNTY CLERK AND RECORDER, POINT BEING ON THE SOUTHERLYRIGHT-OF-WAY OF NORTH CAREFREE CIRCLE (120 FEET WIDE) AS PLATTED IN PRONGHORN MEADOWS FILING NO.1, RECORDED WITH RECEPTIONNO. 202165571 OF SAID RECORDS;
THE FOLLOWING FIVE (5) COURSES ARE ON THE EASTERLY RIGHT-OF-WAY OF SAID AKERS DRIVE;
1) THENCE S00°41'40"E A DISTANCE OF 552.98 FEET TO A POINT OF CURVE TO THE LEFT;
2) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 960.00 FEET, A DELTA ANGLE OF 04°35'19", AN ARC LENGTH OF 76.88 FEET,WHOSE LONG CHORD BEARS S02°59'19"E A DISTANCE OF 76.86 FEET;
3) THENCE S05°16'59"E A DISTANCE OF 277.56 FEET TO THE NORTHWEST CORNER OF LOT 2, OF SAID MULE DEER BUSINESS PARK FILING NO.1;
4) THENCE S05°16'59"E ON THE WESTERLY LINE OF SAID LOT 2, A DISTANCE OF 142.31 FEET TO A POINT OF CURVE TO THE RIGHT;
5) THENCE ON THE ARC OF SAID CURVE AND SAID WESTERLY LINE OF LOT 2, HAVING A RADIUS OF 1040.00 FEET, A DELTA ANGLE OF 03°59'26",AN ARC LENGTH OF 72.43 FEET, WHOSE LONG CHORD BEARS S03°17'16"E A DISTANCE OF 72.42 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2;
THENCE N88°42'27"E ON THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 413.10 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2;
THENCE N00°02'55"E ON THE EAST LINE OF SAID LOT 2, A DISTANCE OF 209.74 FEET TO THE NORTHEAST CORNER OF SAID LOT 2;
THENCE N00°02'55"E A DISTANCE OF 906.69 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF SAID NORTH CAREFREE CIRCLE;
THENCE S89°18'20"W ON SAID SOUTHERLY RIGHT-OF-WAY, A DISTANCE OF 467.50 FEET TO THE POINT OF BEGINNING.
THE ABOVE TRACT OF LAND CONTAINS 503,669 SQUARE FEET OR 11.563 ACRES, MORE OR LESS.
PROJECT CONTACTSPlanner & Landscape Architect:NES Inc.619 N. Cascade Ave., Suite 200Colorado Springs, CO 80903
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3,939 SF Public access, public utilities, publicimprovements, drainage, landscaping, signage
9,368 SF
27,279 SF
Common open space, public improvements,landscaping, mail boxes
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800 SF
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L
M
10,532 SF Drainage, landscaping, utilities, signage
552 SF
2,990SF
N
O
P
4,552 SF
966 SF
9,647 SF
R
S
T
900 SF
4,887 SF
16,646 SF
Q
10,302 SF
6,704 SF
Private road, private parking, utilities
Private road, utilities
Private road, utilities
Drainage, landscaping, utilities, signage
Public access, landscaping, utilities, publicimprovements
Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Public access, landscaping, utilities, publicimprovements
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Public access, landscaping, utilities, publicimprovements Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Public open space, landscaping, utilities,public improvements Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Public access, landscaping, utilities, publicimprovements
Mule Deer Villas HOA Mule Deer Villas HOA
Public access, landscaping, utilities, publicimprovements
Mule Deer Villas HOA Mule Deer Villas HOA
Mule Deer Villas HOA Mule Deer Villas HOA
Civil Engineers:Stantec31 Tejon Street, Suite 500Colorado Springs, CO 80903
Public open space, landscaping, utilities,public improvements
Private road, utilities
Private road, utilities
dsdfitzpatrick
Cloud+
dsdfitzpatrick
Cloud+
ALL USE, INCLUDING PERMITTED, SPECIAL, ACCESSORY, AND TEMPORARY MUST BE IDENTIFIED AND LISTED ON THE PUD. BLANKET REFERENCES TO CODE PROVISIONS ARE PROHIBITED
dsdfitzpatrick
Cloud+
dsdfitzpatrick
Cloud+
MODIFICATIONS ARE SUBJECT TO BOCC APPROVAL WITH RECOMMENDATIONS BY ECM/LDC ADMINISTRATORS. FINAL DESIGN MAY NEED TO BE REDESIGNED PENDING BOCC DETERMINATION.
dsdrice
Cloud+
dsdrice
Cloud+
President
dsdfitzpatrick
Cloud+
dsdfitzpatrick
Cloud+
Is this clear? there may be a zero lot line setback for each townhouse unit. We discussed showing the unit blocks on the plan with the understanding that a "6 unit" block may ultimately have 5 units. the individual lot layout would be provided with the preliminary plan.
dsdfitzpatrick
Cloud+
dsdfitzpatrick
Cloud+
More specifically, this is regarding the townhome units, not other structures that may be permitted.
FALL
OW
LA
NE
(UR
BA
N L
OC
AL
- 50'
RO
W )
CITY OFCOLORADO SPRINGS
RR-5VACANT
YELLOW JACKET, LLC
CSBUSINESS PARK/
CHARTER SCHOOL
PRONGHORN MEADOWS
R-6-6000RESIDENTIALSUBURBAN
MULE DEERCROSSING
PUDSINGLE FAMILYRESIDENTIAL
TRACT D
10,776 SF
14 UNITS
AKERS DRIVE
(URBAN RESIDENTIAL COLLECTOR - 60' ROW )
RU
NN
ING
DE
ER
WA
Y
(UR
BA
N L
OC
AL
- 50'
RO
W )
TUFT
ED
DE
ER
GR
OV
E
(PR
IVA
TE R
OA
D -
24' P
AV
EM
EN
T)
BLA
CK
BU
CK
PO
INT
(PR
IVA
TE R
OA
D -
24' P
AV
EM
EN
T)
MUSK DEER HEIGHTS
(PRIVATE ROAD - 24' PAVEMENT)
SA
MB
AR
HE
IGH
TS(P
RIV
ATE
RO
AD
- 24
' PA
VE
ME
NT)
ROE DEER POINT
(PRIVATE ROAD - 24' PAVEMENT)
PUD DEVELOPMENT
PLAN BOUNDARY
PARCEL BOUNDARY
NO
RTH
CA
RE
FRE
E C
IRC
LE (P
RIN
CIP
AL
AR
TER
IAL
- 120
' RO
W )
TRACT F
9,368 SF
TRACT J
DETENTION &
WATER QUALITY
10,532 SF
PARKIN
G (5)
PARKIN
G (7)
PARKIN
G (4)
PARKIN
G (3)
PKG
(2)
PKG
(2)
25' BUILDING SETBACK/
LANDSCAPE BUFFER
P
A
R
K
I
N
G
(
4
)
20' BUILDING SETBACK
BLACK BUCK POINT
(PRIVATE ROAD - 24' PAVEMENT)
15' LANDSCAPE SETBACK
PARKIN
G (7)
TUFT
ED
DE
ER
GR
OV
E
(PR
IVA
TE R
OA
D -
24' P
AV
EM
EN
T)
BLA
CK
BU
CK
PO
INT
(PR
IVA
TE R
OA
D -
24' P
AV
EM
EN
T)
FALLOW LANE(URBAN LOCAL - 50' ROW )
TRACT E
3,939 SF
TRACT C
1,065 SF
TRACT F
TRACT B
27,279 SF
TRACT H
2,952 SF
TRACT L
2,990 SF
TRACT M
4,552 SF
TRACT G
27,279 SF
TRACT N
966 SF
TRACT K
552 SF
TRACT I
800 SF
TRACT A
106,360 SF
5 UNITS
5 UNITS
5 UNITS
5 UNITS
12 UNITS
6 UNITS
6 UNITS
6 UNITS
6 UNITS
5 UNITS
5 UNITS
5 UNITS
5 UNITS
RE
D B
RO
CK
ET
GR
OV
E
(PR
IVA
TE R
OA
D -
24' P
AV
EM
EN
T)
AKERS DRIVE(URBAN RESIDENTIAL COLLECTOR - 60' ROW )
5 UNITS
RUSA DEER VIEW
(PRIVATE ROAD - 24' PAVEMENT)
4 UNITS
8 UNITS
5 UNITS
8 UNITS
5 UNITS
PARKIN
G (12)
RUSA DEER VIEW
(PRIVATE ROAD - 24' PAVEMENT)
END CONCRETE PANEL FENCE
BEGIN CHAIN LINK W/ BARBED
WIRE FENCE.
TRACT R
4,887 SF
TRACT Q
900 SF
TRACT P
10,302 SF
TRACT R
4,887 SF
TRACT T
6,704 SF
TRACT S
16,113 SF
TRACT P
10,302 SF
LIMITS OF
DETENTION POND
TRACT O
DETENTION &
WATER QUALITY
9,647 SF
TRACT A
106,360 SF
TRACT A
106,360 SF
TRACT A
106,360 SF
TRACT A
106,360 SF
25' BUILDING &
LANDSCAPE SETBACK
TRACT B
27,279 SF
CONCRETE PANEL FENCE
TYPICAL SECTION - PUBLIC STREETSCALE: NTS
1
℄
30' Pavement
50' Total ROW Width
5'-0"
5'-0"
5'-0"
Public
Improvements
Easement
Sdwlk.
2.5'
(URBAN LOCAL)TYPICAL SECTION - PRIVATE ALLEYSCALE: NTS
2
24' Pavement
℄
Max 8' With No DrivewayMinimum 20' With Driveway
(NO PARKING)
NORTH SCALE: 1" = 50'
0 25 50 100
DESCRIPTION:BY:DATE:
SH
EE
T N
UM
BE
RP
LAN
FIL
E #
SH
EE
T TI
TLE
ISS
UE
/ R
EVI
SIO
NP
RO
JEC
T IN
FOIS
SU
E IN
FOP
LAN
NE
R /
LAN
DS
CA
PE
AR
CH
ITE
CT
SE
AL
IN A
SS
OC
IATI
ON
WIT
H
Land Planning
LandscapeArchitecture
Urban Design
N.E.S. Inc.619 N. Cascade Avenue, Suite 200
Colorado Springs, CO 80903
Tel. 719.471.0073Fax 719.471.0267
www.nescolorado.com
© 2012. All Rights Reserved.
10OF
CPC #
ISSUE.1 BY
DESCRIPTION
ISSUE.1 BY
DESCRIPTION
ISSUE.1 BY
DESCRIPTION
ISSUE.1 BY
DESCRIPTION
ISSUE.1 BY
DESCRIPTION
ISSUE.1 BY
DESCRIPTION
ISSUE TYPE
DATE:
PROJECT MGR:
PREPARED BY:
1.24.18
A. Barlow
B. Swenson
Mule Deer
Villas
PUD
DEVELOPMENT PLAN
PROJECT ADDRESS
OTHER INFO
P:\W
heatlands Capital\M
ule D
eer Villas\D
raw
ings\Planning\D
evelop\M
uleD
eerVillas_D
P_12-1-17.dw
g [D
P_24X36(2)] 1/26/2018 12:24:42 PM
bsw
enson
2
2
DEVELOPMENTPLAN
MULE DEER VILLASEL PASO COUNTY, COLORADO
PUD DEVELOPMENT PLAN
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2"
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BM#1 MUELLER BOLT ON HYDRANT FLANGE ELEV.=6580.60'
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BM#2 MUELLER BOLT ON HYDRANT FLANGE ELEV.=6571.57'
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BM#3 MUELLER BOLT ON HYDRANT FLANGE ELEV.=6582.16'
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C.P.
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C.P.
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FOUND #4 PIN AND CAP PLS 24964
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FOUND #5 PIN AND ALUMINUM CAP PLS 32822
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SET PK AND WASHER
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SET PK AND WASHER
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7' HIGH CHAIN LINK FENCE
dsdrice
Length Measurement
80'-0"
dsdrice
Length Measurement
80'-0"
dsdrice
Cloud+
dsdrice
Cloud+
Show right-of-way to be dedicated
dsdrice
Cloud+
dsdrice
Cloud+
80'
dsdrice
Cloud+
dsdrice
Cloud+
80'
dsdrice
Callout
Non-residential
dsdrice
Callout
Non-residential
dsdrice
Callout
(typ.)
dsdrice
Length Measurement
55'-0"
dsdrice
Text Box
Provide dimensions on all tract boundaries, road centerlines, ROW. etc. Label PUD boundary distances and bearings. Show all easements listed in the title work.
dsdrice
Arrow
Label radius
dsdrice
Arrow
Label radius
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Text Box
PUBLIC
dsdrice
Text Box
PUBLIC
dsdrice
Text Box
PUBLIC
dsdrice
Arrow
Label radius
dsdrice
Cloud+
dsdrice
Cloud+
Label 3/4 movement or RI/RI with raised median
dsdrice
Arrow
Label radius
dsdrice
Arrow
Label radius
dsdrice
Length Measurement
58'-0"
dsdrice
Callout
Will snow storage be an issue?
dsdrice
Callout
Label private drive
dsdrice
Length Measurement
407'-0"
dsdrice
Length Measurement
339'-0"
dsdrice
Callout
Concrete panel fence/noise study?
dsdfitzpatrick
Highlight
dsdfitzpatrick
Callout
There are more than 25 lots that will access this cul-de-sac with only one (1) point of access. A PUD modification will be required to allow 36 lots on a non-through street.
FALL
OW
LA
NE
(PU
BLI
C R
OA
D -
50' R
OW
)
RU
NN
ING
DE
ER
WA
Y
(PU
BLI
C R
OA
D -
50' R
OW
)
SIK
A D
EE
R P
LAC
E(P
UB
LIC
RO
AD
- 50
' RO
W)
BLA
CK
BU
CK
PO
INT
(PR
IVA
TE R
OA
D -
24'
PA
VE
ME
NT)
MUSK DEER HEIGHTS(PRIVATE ROAD - 24' PAVEMENT)
SA
MB
AR
HE
IGH
TS(P
RIV
ATE
RO
AD
- 24
'P
AV
EM
EN
T)
ROE DEER POINT(PRIVATE ROAD -24' PAVEMENT)
BLACK BUCK POINT(PRIVATE ROAD - 24' PAVEMENT)
RE
D B
RO
CK
ET
GR
OV
E(P
RIV
ATE
RO
AD
- 24
'P
AV
EM
EN
T)
RU
SA
DE
ER
VIE
W(P
RIV
ATE
RO
AD
- 24
' PA
VE
ME
NT)
FALLOW LANE(PUBLIC ROAD - 50' ROW )
TUFT
ED
DE
ER
GR
OV
E(P
RIV
ATE
RO
AD
- 24
' PA
VE
ME
NT)
AKERS DRIVE(URBAN RESIDENTIAL COLLECTOR - 80' ROW)
NO
RTH
CA
RE
FRE
E C
IRC
LE (
PR
INC
IPA
L A
RTE
RIA
L -1
20' R
OW
)
V:\5
2876
\act
ive\1
8760
8744
-Mul
e De
er\C
AD\S
heet
s\C
onstr
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n Dr
awin
gs\0
3 - G
radi
ng P
lan.
dwg
2017
/12/
15 9
:33
AM By:
Durh
am, C
harle
ne
Stantec Consulting Inc.
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C.P.
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CITY OF COLORADO SPRINGS ZONE: RR-5
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MULE DEER INVESTMENTS, LLC ZONE: CS
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MULE DEER CROSSING ZONE: PUD
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4-25-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Initials:
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Initials:
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Scale:
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Feet
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CMD
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Project No./Code
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Structure
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Full Path & Drawing File Name:
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Index of Revisions
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187608744
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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BG
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PF
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of 8
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Sheet Number
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12/14/2017
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CDURHAM
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03 - Grading Plan.dwg
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N/A
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GENERAL
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POND AREA
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LEGEND
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6595
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EXISTING MAJOR CONTOUR
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EXISTING MINOR CONTOUR
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EXISTING MAJOR CONTOUR ELEVATION
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SITE BOUNDRY
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SITE SETBACK
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N
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40
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SCALE: 1"=40'
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0
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40
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80
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PROPOSED DETENTION POND
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PROPOSED DETENTION POND
bswenson
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3
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SITE GRADING PLAN
NTS
VEHICLE TRACKING
INSTALLATION REQUIREMENTS
MAINTENANCE REQUIREMENTS
VEHICLE TRACKING NOTES
PLAN
SECTION
SECTION A-A
TYPE R INLET
INLET PROTECTION
PLAN VIEW
SILT FENCE
INSTALLATION REQUIREMENTS
“ ” “
”
MAINTENANCE REQUIREMENTS
V:\5
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rosio
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1.d
wg
2017
/12/
14 1
1:25
AM By:
Durh
am, C
harle
ne
Stantec Consulting Inc.
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PAVED ROAD
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1. ALL ENTRANCES TO THE CONSTRUCTION SITE ALL ENTRANCES TO THE CONSTRUCTION SITE ARE TO BE STABILIZED PRIOR TO CONSTRUCTION BEGINNING. 2. CONSTRUCTION ENTRANCES ARE TO BE CONSTRUCTION ENTRANCES ARE TO BE BUILT WITH AN APRON TO ALLOW FOR TURNING TRAFFIC, BUT SHOULD NOT BE BUILT OVER EXISTING PAVEMENT EXCEPT FOR A SLIGHT OVERLAP. 3. AREAS TO BE STABILIZED ARE TO BE AREAS TO BE STABILIZED ARE TO BE PROPERLY GRADED AND COMPACTED PRIOR TO LAYING DOWN GEOTEXTILE AND STONE. 4. CONSTRUCTION ROADS, PARKING AREAS, CONSTRUCTION ROADS, PARKING AREAS, LOADING/UNLOADING ZONES, STORAGE AREAS, AND STAGING AREAS ARE TO BE STABILIZED. 5. CONSTRUCTION ROADS ARE TO BE BUILT TO CONSTRUCTION ROADS ARE TO BE BUILT TO CONFORM TO SITE GRADES, BUT SHOULD NOT HAVE SIDE SLOPES OR ROAD GRADES THAT ARE EXCESSIVELY STEEP.
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1. REGULAR INSPECTIONS ARE TO BE MADE OF REGULAR INSPECTIONS ARE TO BE MADE OF ALL STABILIZED AREAS, ESPECIALLY AFTER STORM EVENTS. 2. STONES ARE TO BE REAPPLIED PERIODICALLY STONES ARE TO BE REAPPLIED PERIODICALLY AND WHEN REPAIR IS NECESSARY. 3. SEDIMENT TRACKED ONTO PAVED ROADS IS TO SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED DAILY BY SHOVELING OR SWEEPING. SEDIMENT IS NOT TO BE WASHED DOWN STORM SEWER DRAINS. 4. STORM SEWER INLET PROTECTION IS TO BE IN STORM SEWER INLET PROTECTION IS TO BE IN PLACE, INSPECTED, AND CLEANED IF NECESSARY. 5. OTHER ASSOCIATED SEDIMENT CONTROL OTHER ASSOCIATED SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED TO ENSURE GOOD WORKING CONDITION.
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3" MIN OF COURSE AGGREGATE ON ALL CONSTRUCTION ROADS, PARKING AREAS, STAGING AREA, LOADING/UNLOADING AREAS, AND STORAGE AREAS.
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COARSE AGGREGATE 3 INCHES (D )50)
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EXISTING PAVEMENT
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GEOTEXTILE (MATERIAL REQUIREMENTS IN APPENDIX B, TABLE MT-3)
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FLOW
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FILTERED FLOW
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A
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A
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8" CONC. BLOCK W/OPENINGS FACING STREET
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ROCK SOCK (FABRIC SOCK W/1 1/2" ROCK)
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SEDIMENT CONTROL LOG
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8" CONC. BLOCK W/OPENINGS FACING STREET
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8" CONC. BLOCK AT EACH END OF INLET
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TOP OF ROCK SOCK TO BE BELOW TOP OF CURB
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PAVEMENT
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FLOW
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SILT FABRIC STAPLED TO POSTS
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SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST
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TRENCH 6"x6"
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COMPACTED BACKFILL
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POST (2" X 2" NOMINAL)
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SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST
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6" x 6" TRENCH
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FLOW
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POST FOR SILT FENCE A
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POST FOR SILT FENCE B
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SILT FENCE A
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SILT FENCE B
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REFER TO "TOP VIEW OF SILT FENCE POST DETAIL"
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TOP VIEW OF SILT FENCE POSTS DETAIL
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POST FOR SILT FENCE A
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SILT FENCE A
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SILT FENCE B
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STAPLE SILT FENCE A TO THE POST FOR SILT FENCE B
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STAPLE SILT FENCE B TO THE POST FOR SILT FENCE A
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POST FOR SILT FENCE B
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1. SILT FENCES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. SILT FENCES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. DISTURBING ACTIVITIES. 2. WHEN JOINTS ARE NECESSARY, SILT FENCE GEOTEXTILE SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POST AND SECURELY WHEN JOINTS ARE NECESSARY, SILT FENCE GEOTEXTILE SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POST AND SECURELY AND SECURELY SEALED. 3. METAL POSTS SHALL BE "STUDDED TEE" OR "U" TYPE WITH MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT. WOOD POSTS METAL POSTS SHALL BE "STUDDED TEE" OR "U" TYPE WITH MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT. WOOD POSTS WITH MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT. WOOD POSTS WOOD POSTS SHALL HAVE A MINIMUM DIAMETER OR CROSS SECTION DIMENSION OF 2 INCHES. SECTION DIMENSION OF 2 INCHES. 4. THE FILTER MATERIAL SHALL BE FASTENED SECURELY TO METAL OR WOOD POSTS USING WIRE TIES, OR TO WOOD POSTS WITH 3/4" THE FILTER MATERIAL SHALL BE FASTENED SECURELY TO METAL OR WOOD POSTS USING WIRE TIES, OR TO WOOD POSTS WITH 3/4" LONG #9 HEAVY-DUTY STAPLES. THE SILT FENCE GEOTEXTILE SHALL NOT BE STAPLED TO EXISTING TREES. 5. WHILE NOT REQUIRED, WIRE MESH FENCE MAY BE USED TO SUPPORT THE GEOTEXTILE. WIRE FENCE SHALL BE FASTENED SECURELY WHILE NOT REQUIRED, WIRE MESH FENCE MAY BE USED TO SUPPORT THE GEOTEXTILE. WIRE FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 3/4" LONG, TIE WIRES OR HOG RINGS. POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 3/4" LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 6" AND SHALL NOT EXTEND MORE THAN 3' ABOVE THE ORIGINAL GROUND SURFACE. 6. ALONG THE TOE OF FILLS, INSTALL THE SILT FENCE ALONG A LEVEL CONTOUR AND PROVIDE ALONG THE TOE OF FILLS, INSTALL THE SILT FENCE ALONG A LEVEL CONTOUR AND PROVIDE AN AREA BEHIND THE FENCE FOR RUNOFF TO POND AND SEDIMENT TO SETTLE. A MINIMUM DISTANCE OF 5 FEET FROM THE TOE OF THE FILL IS RECOMMENDED. 7. THE HEIGHT OF THE SILT FENCE FROM THE GROUND SURFACE SHALL BE MINIMUM OF 24 INCHES AND SHALL NOT EXCEED 36 THE HEIGHT OF THE SILT FENCE FROM THE GROUND SURFACE SHALL BE MINIMUM OF 24 INCHES AND SHALL NOT EXCEED 36 INCHES; HIGHER FENCES MAY INPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.
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REVISED 7/07/10 1. CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM DEVELOPMENT SERVICES AND A CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM DEVELOPMENT SERVICES AND A PRECONSTRUCTION CONF 1. STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF ANY ON-SITE OR OFF SITE WATERS, INCLUDING WETLANDS. 2. NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND DEVELOPMENT CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS TO REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING. 3. A SEPARATE STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT SHALL BE COMPLETED AND AN EROSION AND STORMWATER A SEPARATE STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT SHALL BE COMPLETED AND AN EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP) ISSUED PRIOR TO COMMENCING CONSTRUCTION. DURING CONSTRUCTION THE SWMP IS THE RESPONSIBILITY OF THE DESIGNATED STORMWATER MANAGER, SHALL BE LOCATED ON SITE AT ALL TIMES AND SHALL BE KEPT UP TO DATE WITH WORK PROGRESS AND CHANGES IN THE FIELD. 4. ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGE EROSION AND SEDIMENT CONTROL BMPS AS ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGE EROSION AND SEDIMENT CONTROL BMPS AS INDICATED ON THE GEC. A PRECONSTRUCTION MEETING BETWEEN THE CONTRACTOR, ENGINEER, AND EL PASO COUNTY WILL BE HELD PRIOR TO ANY CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COORDINATE THE MEETING TIME AND PLACE WITH COUNTY DSD INSPECTIONS STAFF. 5. SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER FINAL GRADING, OR FINAL EARTH DISTURBANCE, HAS BEEN COMPLETED. DISTURBED AREAS AND STOCKPILES WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS SHALL ALSO BE MULCHED WITHIN 21 DAYS AFTER INTERIM GRADING. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN 60 DAYS SHALL ALSO BE SEEDED. ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND BMPS SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED AND ESTABLISHED. 6. TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND STABILIZED WITH TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT TO STANDARDS AND SPECIFICATION PRESCRIBED IN THE DCM VOLUME II AND THE ENGINEERING CRITERIA MANUAL (ECM) APPENDIX I. 7. ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAIN ACCEPTABLE SOIL EROSION AND SEDIMENT ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAIN ACCEPTABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES INCLUDING BMPS IN CONFORMANCE WITH THE EROSION CONTROL TECHNICAL STANDARDS OF THE DRAINAGE CRITERIA MANUAL (DCM) VOLUME II AND IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN (SWMP). 8. ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPS AND ALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPS AND ALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ANY EARTH DISTURBANCE OPERATIONS, SHALL BE INSTALLED AS DEFINED IN THE APPROVED PLANS, THESWMP AND THE DCM VOLUME II AND MAINTAINED THROUGHOUT THE DURATION OF THE EARTH DISTURBANCE OPERATION. 9. ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED SOIL EROSION ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. ALL DISTURBANCES SHALL BE DESIGNED, CONSTRUCTED, AND COMPLETED SO THAT THE EXPOSED AREA OF ANY DISTURBED LAND SHALL BE LIMITED TO THE SHORTEST PRACTICAL PERIOD OF TIME. 10. ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF STORMWATER AROUND, THROUGH, ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF STORMWATER AROUND, THROUGH, OR FROM THE EARTH DISTURBANCE AREA 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 THE SWMP. NO WASH WATER SHALL BE CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THE SWMP. NO WASH WATER SHALL BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. 12. EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1. EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1. 13. BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED IN THE BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED IN THE STREET, ALLEY, OR OTHER PUBLIC WAY, UNLESS IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. BMP'S MAY BE REQUIRED BY EL PASO COUNTY ENGINEERING IF DEEMED NECESSARY, BASED ON SPECIFIC CONDITIONS AND CIRCUMSTANCES. 14. VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS TRACKED OFFSITE SHALL BE VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS TRACKED OFFSITE SHALL BE CLEANED UP AND PROPERLY DISPOSED OF IMMEDIATELY. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION SITE FOR DISPOSAL IN CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORY REQUIREMENTS. NO CONSTRUCTION DEBRIS, TREE SLASH, BUILDING MATERIAL WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURIED, DUMPED, OR DISCHARGED AT THE SITE. 16. THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS, DIRT, TRASH, ROCK, SEDIMENT, AND SAND THAT MAY ACCUMULATE IN THE STORM SEWER OR OTHER DRAINAGE CONVEYANCE SYSTEM AND STORMWATER APPURTENANCES AS A RESULT OF SITE DEVELOPMENT. 17. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THAT QUANTITY THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, 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 THEIR ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS. 18. NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER UNLESS NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL IS GRANTED IN WRITING BY THE ECM ADMINISTRATOR. IN GRANTING THE USE OF SUCH CHEMICALS, SPECIAL CONDITIONS AND MONITORING MAY BE REQUIRED. 19. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE PROTECTION SO AS TO BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE 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 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 INDIVIDUALS SHALL COMPLY WITH THE “COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE “CLEAN COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE “CLEAN (TITLE 25, ARTICLE 8, CRS), AND THE “CLEAN CLEAN WATER ACT” (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE ECM APPENDIX I. (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE ECM APPENDIX I. 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE ECM APPENDIX I. ALL APPROPRIATE PERMITS MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (NPDES, FLOODPLAIN, 404, FUGITIVE DUST, ETC.). IN THE EVENT OF CONFLICTS BETWEEN THESE REQUIREMENTS AND LAWS, RULES, OR REGULATIONS OF OTHER FEDERAL, STATE, OR COUNTY AGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL APPLY. 23. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. 24. PRIOR TO ACTUAL CONSTRUCTION THE PERMITEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES. 25. A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND. 26. THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY KUMAR AND ASSOCIATES AND SHALL BE CONSIDERED A PART OF THESE PLANS. 27. AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 ACRE OR MORE, THE OWNER OR OPERATOR OF CONSTRUCTION ACTIVITY SHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO OPERATOR OF CONSTRUCTION ACTIVITY SHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY DIVISION. THE APPLICATION CONTAINS HEALTH AND ENVIRONMENT, WATER QUALITY DIVISION. THE APPLICATION CONTAINS CERTIFICATION OF COMPLETION OF A STORMWATER MANAGEMENT PLAN (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL PLAN MAY BE A PART. FOR INFORMATION OR APPLICATION MATERIALS CONTACT: COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION WATER QUALITY CONTROL DIVISION WQCD - PERMITS 4300 CHERRY CREEK DRIVE SOUTH DENVER, CO 08246-1530 ATTN: PERMITS UNIT
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STANDARD NOTES FOR EL PASO COUNTY GRADING AND EROSION CONTROL PLANS
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1. CONTRACTOR SHALL INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY DURING PERIODS OF NO RAINFALL. DAMAGED, COLLAPSED, UNENTRENCHED OR INEFFECTIVE SILT FENCES SHALL BE PROMPTLY REPAIRED OR REPLACED. 2. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCE WHEN IT ACCUMULATES TO HALF THE EXPOSED GEOTEXTILE HEIGHT. 3. SILT FENCES SHALL BE REMOVED WHEN ADEQUATE VEGETATIVE COVER IS ATTAINED AS APPROVED BY THE CITY.
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4-25-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Initials:
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Initials:
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Structure
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Full Path & Drawing File Name:
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Index of Revisions
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187608744
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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BG
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PF
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of 8
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Sheet Number
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7/3/2017
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CDURHAM
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04 - Grading and Erosion Details 1.dwg
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N/A
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GENERAL
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MULE DEER INVESTMENTS, LLC GRADING AND EROSIONS CONTROL DETAILS
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4
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SILT FENCE NOTES:
bswenson
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A. ROCK DAM
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MAINTENANCE REQUIREMENTS
INSTALLATION REQUIREMENTS MAINTENANCE REQUIREMENTS
NTS
CHECK DAM NOTES
CHECK DAM
C. SPACING CHECK DAMS
B. STRAW BALE CHECK DAMS
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A
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A
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B
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B
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L
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L
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RIPRAP D=6"
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EXISTING GRADE
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RIPRAP D =6"
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50
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EXISTING GRADE
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4" TO 6" ENTRENCHED
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STRAW BALE, TYP.
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ROCK DAM, TYP.
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WOODEN OR METAL STIAKES 2 PER BALE, MIN.
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STRAW BALE-TIGHTLY ABUTTED TO ADJACENT BALES
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4-25-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Initials:
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Initials:
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Scale:
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Feet
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CMD
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Project No./Code
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Designer:
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Detailer:
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Structure
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Numbers
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Sheet Subset:
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Full Path & Drawing File Name:
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Index of Revisions
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187608744
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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BG
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PF
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of 8
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Sheet Number
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7/3/2017
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CDURHAM
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04 - Grading and Erosion Details 1.dwg
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N/A
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GENERAL
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MULE DEER INVESTMENTS, LLC GRADING AND EROSIONS CONTROL DETAILS
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4
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THIS GRADING AND EROSION CONTROL PLAN WAS PREPARED UNDER MY DIRECTION AND SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SAID PLAN HAS BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR GRADING AND EROSION CONTROL PLANS. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORS OR ONISSIONS ON MY PART IN PREPARING THIS PLAN.
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CHARLES K. COTHERN, P.E. 24997
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DATE
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THE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE EROSION CONTROL PLAN. COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTY DESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND/OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT. FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, DRAINAGE CRITERIA, AND ENGINERING CRITERIA MANUAL AS AMENDED.
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OWNER/REPRESENTATIVE
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JENNIFER IRVINE, P.E. COUNTY ENGINEER/ECM ADMINISTRATOR
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DATE
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DATE
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1. STRAW BALE BARRIERS SHALL BE INSTALLED STRAW BALE BARRIERS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 2. BALES SHALL CONSIST OF APPROXIMATELY 5 BALES SHALL CONSIST OF APPROXIMATELY 5 CUBIC FEET OF CERTIFIED WEED FREE HAY OR STRAW AND WEIGH NOT LESS THAN 35 POUNDS. 3. BALES ARE TO BE PLACED IN A SINGLE ROW BALES ARE TO BE PLACED IN A SINGLE ROW WITH THE END OF THE BALES TIGHTLY ABUTTING ONE ANOTHER. 4. EACH BALE IS TO BE SECURELY ANCHORED EACH BALE IS TO BE SECURELY ANCHORED WITH AT LEAST TWO STAKES AND THE FIRST STAKE IS TO BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. 5. STAKES ARE TO BE A MINIMUM OF 42 STAKES ARE TO BE A MINIMUM OF 42 INCHES LONG. METAL STAKES SHALL BE STANDARD "T" OR "U" TYPE WITH MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT. WOOD STAKES SHALL HAVE A MINIMUM DIAMETER OR CROSS SECTION DIMENSION OF 2 INCHES. 6. BALES ARE TO BE BOUND WITH EITHER WIRE BALES ARE TO BE BOUND WITH EITHER WIRE OR STRING AND ORIENTED SUCH THAT THE BINDINGS ARE AROUND THE SIDES AND NOT ALONG THE TOPS AND BOTTOMS OF THE BALE. 7. GAPS BETWEEN BALES ARE TO BE CHINKED GAPS BETWEEN BALES ARE TO BE CHINKED (FILLED BY WEDGING) WITH STRAW OR THE SAME MATERIAL OF THE BALE. 8. END BALES ARE TO EXTEND UPSLOPE SO END BALES ARE TO EXTEND UPSLOPE SO THE TRAPPED RUNOFF CANNOT FLOW AROUND THE ENDS OF THE BARRIER.
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1. CONTRACTOR SHALL INSPECT STRAW BALE CONTRACTOR SHALL INSPECT STRAW BALE BARRIERS IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY DURING PERIODS NO RAINFALL. 2. DAMAGED OR INEFFECTIVE BARRIERS SHALL DAMAGED OR INEFFECTIVE BARRIERS SHALL PROMPTLY BE REPAIRED, REPLACING BALES IF NECESSARY, AND UNENTRENCHED BALES NEED TO BE REPAIRED WITH COMPACTED BACKFILL MATERIAL. 3. SEDIMENT SHALL BE REMOVED FROM BEHIND SEDIMENT SHALL BE REMOVED FROM BEHIND STRAW BALE BARRIERS WHEN IT ACCUMULATES TO APPROXIMATELY 1/2 THE HEIGHT OF THE BARRIER. 4. STRAW BALE BARRIERS SHALL BE REMOVED STRAW BALE BARRIERS SHALL BE REMOVED WHEN ADEQUATE VEGETATIVE COVER IS ATTAINED AS APPROVED BY THE CITY.
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STRAW BALE BARRIER NOTES
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L= THE DISTANCE SUCH THAT POINTS A AND B ARE AT THE SAME ELEVATION.
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1. STRAW BALES USED AS CHECK DAMS ARE TO MEET THE REQUIREMENTS STATED IN FIGURE SBB-2. 2. THE "H" DIMENSION SHALL BE SELECTED TO PROVIDE WEIR FLOW CONVEYANCE FOR 2-YEAR FLOW OR GREATER.
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1. REGULAR INSPECTIONS ARE TO BE MADE OF ALL CHECK DAMS, ESPECIALLY AFTER STORM EVENTS. 2. REPLACE STONE AS NECESSARY TO MAINTAIN THE CORRECT HEIGHT OF THE DAM. 3. ACCUMULATED SEDIMENT AND DEBRIS IS TO BE REMOVED FROM BEHIND THE DAMS AFTER EACH STORM OR WHEN 1/2 OF THE ORIGINAL HEIGHT OF THE DAM IS REACHED. 3. CHECK DAMS ARE TO REMAIN IN PLACE AND OPERATIONAL UNTIL THE DRAINAGE AREA AND CHANNEL ARE PERMANENTLY STABILIZED. 4. WHEN CHECK DAMS ARE REMOVED THE CHANNEL LINING OR VEGETATION IS TO BE RESTORED.
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(SEE STRAW BALE BARRIER INSTALATION)
bswenson
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6585
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6604
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POST
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W
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W
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W
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W
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U.G.E.
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ST
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W
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U.G.E.
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U.G.E.
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SN
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TF
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2"
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C.P.
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C.P.
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CITY OF COLORADO SPRINGS ZONE: RR-5
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MULE DEER INVESTMENTS, LLC ZONE: CS
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PROPOSED DETENTION POND
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PROPOSED DETENTION POND
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SSMH
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SSMH
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SSMH
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SSMH
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JOIN EX. 8" WATER
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JOIN EX. 8" SAN. SEW.
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8" PVC WATER
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8" PVC SAN SEW
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8" PVC WATER
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8" PVC SAN SEW
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8" PVC WATER
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8" PVC SAN SEW
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8" PVC WATER
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MULE DEER CROSSING
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SSMH
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SSMH
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SSMH
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SSMH
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SSMH
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SSMH
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8" PVC SAN SEW
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8" PVC SAN SEW
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8" PVC WATER
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8" PVC SAN SEW
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8" PVC WATER
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N
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40
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SCALE: 1"=40'
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0
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40
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80
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4-25-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Index of Revisions
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187608744
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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BG
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PF
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of 8
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Sheet Number
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12/14/2017
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CDURHAM
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05 - Site Utilities.dwg
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N/A
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GENERAL
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MULE DEER VILLAS SITE UTILITIES
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4
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LEGEND EX WATER EX SAN SEWER EX GAS PR WATER LINE PR SANITARY SEWER
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