Water Resources Report & Wastewater Treatment Report The Beach at Woodmoor Filing No. 1 El Paso County, Colorado Prepared for: Lake Woodmoor Holdings, LLC 1755 Telstar Drive, Suite 211 Colorado Springs, Colorado 80920 Prepared by: Kiowa Project No. 16059 May 8, 2017
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Water Resources Report &
Wastewater Treatment Report
The Beach at Woodmoor Filing No. 1
El Paso County, Colorado
Prepared for:
Lake Woodmoor Holdings, LLC 1755 Telstar Drive, Suite 211
These plans have been reviewed only for general conformance with District Rules and Regulationsand System Specifications. Review and construction approval by the District does not relieve theDeveloper/Owner and/or Contractor from responsibility for compliance with any Rules,Regulations, or Specifications required by the District.
WOODMOOR WATER & SANITATION DISTRICT NO. 1APPROVED FOR CONSTRUCTION
These plans have been reviewed only for general conformance with District Rules and Regulationsand System Specifications. Review and construction approval by the District does not relieve theDeveloper/Owner and/or Contractor from responsibility for compliance with any Rules,Regulations, or Specifications required by the District.
WOODMOOR WATER & SANITATION DISTRICT NO. 1APPROVED FOR CONSTRUCTION
The Beach at Lake WoodmoorEL PASO COUNTY, COLORADO
PUBLIC WATER SYSTEM PLAN AND PROFILESINCLUDING UTILITY SERVICES
May 1, 2017
Know what's below.before you dig.Call
R
YellowNatural Gas
Utilities located and marked.
GreenBlueRed
WaterElectric
Wastewater
Employees briefed on marking and color codes.*
PRE-EXCAVATION CHECKLIST
*A.G.A./A.P.W.A. STANDARD UTILITY MARKING COLOR CODE
Gas and other utility lines of record shown on theplans.Utilities Central Locating called at least 2 business daysahead. (1-800-922-1987)
Employees trained on excavation and safetyprocedures for natural gas lines.When excavation approaches gas lines, employees exposelines by careful probing and hand digging.
Date: By:
These plans have been reviewed only for general conformance with District Rules and Regulationsand System Specifications. Review and construction approval by the District does not relieve theDeveloper/Owner and/or Contractor from responsibility for compliance with any Rules,Regulations, or Specifications required by the District.
WOODMOOR WATER & SANITATION DISTRICT NO. 1APPROVED FOR CONSTRUCTION
SITE MAP
INDEX OF SHEETS
8 Public Water System Plan & Profiles--Cover Sheet9 Utility System Plan10 Utility Services Plan11 Water Plan and Profile - Coronado Beach Drive12 Water Plan and Profile - Captiva Beach Lane
GENERAL NOTES:
1. All materials and installation procedures will be in compliance with the SystemSpecifications and the Rules and Regulations of the District.
2. Developer/Owner or Contractor shall be responsible for determining and obtaining anyand all permits required to perform the work from all applicable regulatory agencies orentities having jurisdiction, and will perform the work in accordance with any and allapplicable ordinances, regulations, laws and permits issued by such entities oragencies.
3. Contractor shall pothole and field verify elevations, pipe size, type, alignment, etc. ofexisting water lines at all noted connection points to the District's system.
4. In case of conflict between these plans and the system specifications, consult theDistrict prior to commencing work.
5. Contractor shall notify the District a minimum of 2 working days prior to performingscheduled tests for observation by District personnel.
6. Bypass pumping of existing sewer flows is required when connecting to the District'sexisting sewer system. Contractor shall provide 100% redundant pumping capacitywith continuous supervision during pumping operations. Contractor shall coordinatetiming, location, etc. of bypass pumping operations with the District prior tocommencing pumping operations.
7. The horizontal control is the state plane coordinate system, Colorado Central Zone (NAD83). Coordinates of the two temporary benchmarks are noted below and on the plan.
1. Sewer service tap connections will be located a minimum of five (5) feet away from anymanhole and be installed at the main with a gasket wye or tee fitting for newinstallations of sewer main. For service tap connections to existing sewer mains asewer service saddle tap may be installed.
2. Sewer service lines/stubs will be installed such that a sewer service clean out is located5 feet into the property or centered in the front lot easement, whichever is less and belocated a minimum of 10 feet away from any side lot line. Tracer wire from the sewertap at the main to the clean out at the property line shall be installed and a metal teepost will be installed next to the clean out for protection and ease of location.
3. A minimum of 10 feet of horizontal separation must be maintained between waterservice lines and sewer service lines
4. Water service lines/stubs will be 3/4-inch in diameter unless otherwise noted andinstalled such that the curb stop is located 5 feet into the property or centered in thefront lot easement, whichever is less and a minimum of 10 feet from any sewer serviceline/sewer clean out.
5. Curb stops and boxes shall be buried such that 6-feet (+/- 0') of cover exists asmeasured from finished grade to the top of the service line. A metal tee post will beinstalled at the curb stop box for protection and ease of location.
6. Water service taps will not be located on a fire hydrant lateral or within 30” from a pipebell, valve or mechanical joint connection. Water taps will maintain minimum five (5)foot spacing from other taps on the water main.
7. Direct tapping of water service line corporation stops (i.e. no saddle) will not bepermitted.
SHEET
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Lower Lake Road
Lake Woodmoor Drive
CoronadoBeach Drive
Captiva Beach Drive
Woodmoor Lake
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Design:
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Check:
Revisions:
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Date:
Project No.:
May 1, 2017
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Utili
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Date: By:
These plans have been reviewed only for general conformance with District Rules and Regulationsand System Specifications. Review and construction approval by the District does not relieve theDeveloper/Owner and/or Contractor from responsibility for compliance with any Rules,Regulations, or Specifications required by the District.
WOODMOOR WATER & SANITATION DISTRICT NO. 1APPROVED FOR CONSTRUCTION
Know what's below.before you dig.Call
R
YellowNatural Gas
Utilities located and marked.
GreenBlueRed
WaterElectric
Wastewater
Employees briefed on marking and color codes.*
PRE-EXCAVATION CHECKLIST
*A.G.A./A.P.W.A. STANDARD UTILITY MARKING COLOR CODE
Gas and other utility lines of record shown on theplans.Utilities Central Locating called at least 2 business daysahead. (1-800-922-1987)
Employees trained on excavation and safetyprocedures for natural gas lines.When excavation approaches gas lines, employees exposelines by careful probing and hand digging.
Lake Woodmoor Drive
Lower Lake RoadCoronado Beach Drive
Captiva Beach Lane
SCALE: 1"=50'
0 50' 100'
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SIGN
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ELECTRICAL BOX
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CLEAN OUT
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FENCE LINE
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TELEPHONE PEDESTAL
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WATER VALVE
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SANITARY SEWER MANHOLE
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FIRE HYDRANT
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EDGE OF GRAVEL
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EDGE OF ASPHALT
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E.O.A.
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EXSTG. UNDERGROUND TELEPHONE
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GAS METER
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EXSTG. UNDERGROUND ELECTRIC
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EXSTG. WATER LINE
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ELECTRIC METER
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EXSTG. WASTEWATER LINE
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RIPRAP
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PROPOSED BUILDING
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PROPOSED STORMSEWER
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PROPOSED WATER LINE
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PROPOSED WASTEWATER LINE
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PROPOSED WATER SERVICE
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GRAVEL DRIVEWAY
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PINE TREE
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WELL HEAD
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CONCRETE
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LOT 85 LAKE WOODMOOR
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LOT 84 LAKE WOODMOOR
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LOT 86 LAKE WOODMOOR
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LOT 87 LAKE WOODMOOR
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LOT 82 LAKE WOODMOOR
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LOT 83 LAKE WOODMOOR
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COMMON AREA E LAKE WOODMOOR
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LOT 11 BROOKMOOR FILING NO. 3
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BOOK 2467, PAGE 942
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REC. NO 201088802
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(Gravel Road)
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Building
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Design:
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Drawn:
Check:
Revisions:
16059
Date:
Project No.:
May 1, 2017
Co
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El P
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Coun
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Utili
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lan
Date: By:
These plans have been reviewed only for general conformance with District Rules and Regulationsand System Specifications. Review and construction approval by the District does not relieve theDeveloper/Owner and/or Contractor from responsibility for compliance with any Rules,Regulations, or Specifications required by the District.
WOODMOOR WATER & SANITATION DISTRICT NO. 1APPROVED FOR CONSTRUCTION
Know what's below.before you dig.Call
R
YellowNatural Gas
Utilities located and marked.
GreenBlueRed
WaterElectric
Wastewater
Employees briefed on marking and color codes.*
PRE-EXCAVATION CHECKLIST
*A.G.A./A.P.W.A. STANDARD UTILITY MARKING COLOR CODE
Gas and other utility lines of record shown on theplans.Utilities Central Locating called at least 2 business daysahead. (1-800-922-1987)
Employees trained on excavation and safetyprocedures for natural gas lines.When excavation approaches gas lines, employees exposelines by careful probing and hand digging.
Notes:
1. Install water and wastewater service per Details G-5, G-6, G-7, and G-8 ofthe Woodmoor Water and Saniation District No. 1 Systems Specifications.
2. Provide metal T-post at curb stop when construction of the water servicestubout is completed.
3. Provide metal T-post at cleanout when construction of the wastewaterservice stubout is completed.
SCALE: 1"=50'
0 50' 100'
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SIGN
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ELECTRICAL BOX
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CLEAN OUT
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FENCE LINE
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TELEPHONE PEDESTAL
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WATER VALVE
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SANITARY SEWER MANHOLE
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FIRE HYDRANT
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EDGE OF GRAVEL
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EXSTG. UNDERGROUND TELEPHONE
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GAS METER
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EXSTG. WATER LINE
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EXSTG. WASTEWATER LINE
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RIPRAP
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PROPOSED BUILDING
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PROPOSED STORMSEWER
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PROPOSED WATER LINE
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PROPOSED WATER SERVICE
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GRAVEL DRIVEWAY
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PINE TREE
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WELL HEAD
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CONCRETE
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LOT 85 LAKE WOODMOOR
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BOOK 2467, PAGE 942
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REC. NO 201088802
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(Gravel Road)
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Design:
AWMc
JAKJAK
Drawn:
Check:
Revisions:
16059
Date:
Project No.:
May 1, 2017
Co
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Coronado Beach Drive
WATER LINE DATA
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These plans have been reviewed only for general conformance with District Rules and Regulationsand System Specifications. Review and construction approval by the District does not relieve theDeveloper/Owner and/or Contractor from responsibility for compliance with any Rules,Regulations, or Specifications required by the District.
WOODMOOR WATER & SANITATION DISTRICT NO. 1APPROVED FOR CONSTRUCTION
Sta. 19+42.56, 5.92' Lt. 6"x6" Tee, (3) Gate Valves Connect to Existing 6" Water Line Field Verify Location and Elevation Prior to Construction
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Sta. 10+12.03, 4.96' Lt. Lake Woodmoor Drive= Sta. 11+01.23, 10.84' Lt. 6"x6" Tee, (3) Gate Valves Connect to Existing 6" Water Line Field Verify Location and Elevation Prior to Construction
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Sta. 10+46.06, 5.71' Lt. 6"x11.25° Bend
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Sta. 10+71.65, 8.00' Lt. 6"x22.5° Bend
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Sta. 11+26.13, 5.04' Lt. 6"x11.25° Bend
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Sta. 10+28.63 18" Culvert Crossing X.XX' Clear
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Sta. 18+24.15, 5.85' Lt. 6"x22.5° Bend
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Sta. 17+47.24, 4.05' Lt. Begin Curve
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Sta. 12+56.90, 4.33' Lt. End Curve
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Project No.:
May 1, 2017
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Captiva Beach Lane
SANITARY SEWER LINE DATA
Date: By:
These plans have been reviewed only for general conformance with District Rules and Regulationsand System Specifications. Review and construction approval by the District does not relieve theDeveloper/Owner and/or Contractor from responsibility for compliance with any Rules,Regulations, or Specifications required by the District.
WOODMOOR WATER & SANITATION DISTRICT NO. 1APPROVED FOR CONSTRUCTION
Sta. XX+XX.XX 6"x6" Tee, (3) Gate Valves Connect to Existing 6" Water Line Field Verify Location and Elevation Prior to Construction
AutoCAD SHX Text
Sta. 10+00.00 Lake Woodmoor Drive= Sta. 14+41.01, 10..13' Lt. 6"x6" Tee, (3) Gate Valves Connect to Existing 6" Water Line Field Verify Location and Elevation Prior to Construction