TOWN OF PARKER, COUNTY OF DOUGLAS, STATE OF COLORADO N.T.S.
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1 8" W 8" SAN 8" SAN STM E E E PROPOSED WATER LINE EXISTING WATER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE EXISTING WATER WELL PROPOSED WATER METER EXISTING WATER METER EXISTING CLEANOUT PROPOSED SANITARY MANHOLE PROPOSED STORM SEWER W/ RIPRAP EXISTING STORM SEWER W/ RIPRAP 5' TYPE R INLETS PROPOSED SANITARY SEWER EXISTING SANITARY SEWER DENOTES UTILITY CROSSING PROPOSED BURIED CONDUIT EXISTING BURIED CONDUIT RD RD RD PROPOSED ROOF DRAIN EXISTING ELECTRIC LINE COM COM EXISTING COMMUNICATIONS LINE EXISTING CABLE TV LINE EXISTING FIBER OPTICS LINE EXISTING GAS LINE PROPOSED GUARD RAIL PROPOSED DRAINAGE SWALE PRIVATE IMPROVEMENT CONSTRUCTION PLANS FOR: ENCLAVE AT CHERRY CREEK A PORTION OF THE NORTH HALF OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 66 WEST OF THE 6TH PRINCIPAL MERIDIAN SHEET INDEX TOWN OF PARKER, COUNTY OF DOUGLAS, STATE OF COLORADO X X X X X X X EXISTING TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV ITEMS EXISTING ELECTRIC BOX EXISTING ELECTRIC SWITCH CABINET EXISTING TRAFFIC CONTROL BOX EXISTING DRY UTILITY VAULT EXISTING PEDESTRIAN LIGHT EXISTING STREET LIGHT EXISTING TRAFFIC LIGHT PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED SPILL CURB & GUTTER PROPOSED CATCH CURB & GUTTER EXISTING CURB AND GUTTER EXISTING FENCE LINE PROPOSED FENCE LINE PROPOSED EASEMENT EXISTING EASEMENT PROPOSED SIDEWALK RAMP EXISTING SIDEWALK RAMP PROPOSED SIGN EXISTING SIGN SAWCUT DEVELOPER/ OWNER AG SPANOS 300 S. JACKSON STREET, SUITE 210 DENVER, COLORADO PHONE: CONTACT: PETER ROSSICK SURVEYOR MERRICK & COMPANY 5970 GREENWOOD PLAZA BLVD. GREENWOOD VILLAGE, CO PHONE: CONTACT: KENNETH G. OUELLETTE, PLS N.T.S. PLANNER RIPLEY DESIGN 401 W. MOUNTAIN AVE, SUITE 100 FORT COLLINS, CO PHONE: CONTACT: DAMAN HOLLAND ENGINEER MERRICK & COMPANY 5970 GREENWOOD PLAZA BLVD. GREENWOOD VILLAGE, CO PHONE: CONTACT: KRISTOFER K. WIEST, PE SHEET NUMBER SHEET NAME C1.0 COVER SHEET C1.1 GENERAL NOTES C1.2 EXISTING CONDITIONS C2.0 OVERALL UTILITY C2.1 HORIZONTAL CONTROL PLAN C2.2 HORIZONTAL CONTROL PLAN C2.3 HORIZONTAL CONTROL PLAN C2.4 HORIZONTAL CONTROL PLAN C2.5 HORIZONTAL CONTROL PLAN C2.6 HORIZONTAL CONTROL PLAN C2.7 HORIZONTAL CONTROL PLAN C2.8 HORIZONTAL CONTROL PLAN C2.9 SIGNAGE & STRIPING PLAN C3.0 OVERALL GRADING PLAN C3.1 DETAILED GRADING PLAN C3.2 DETAILED GRADING PLAN C3.3 DETAILED GRADING PLAN C3.4 DETAILED GRADING PLAN C3.5 DETAILED GRADING PLAN C3.6 INITIAL CBMP PLAN C3.6A INTERIM AND FINAL CBMP PLAN C3.7 STORM SEWER PLAN AND PROFILE C3.8 STORM SEWER PLAN AND PROFILE C3.9 STORM SEWER PLAN AND PROFILE C3.10 STORM SEWER PLAN AND PROFILE C3.11 STORM SEWER PLAN AND PROFILE C3.12 STORM SEWER PLAN AND PROFILE C3.13 ROOF DRAIN PLAN C3.14 ROOF DRAIN PLAN C3.15 POND GRADING PLAN C3.16 OUTLET PIPE PLAN & PROFILE C3.17 POND DETAILS C3.18 POND DETAILS C3.19 POND DETAILS C4.1 CBMP NOTES AND DETAILS C4.2 CBMP NOTES AND DETAILS C4.3 CBMP NOTES AND DETAILS C4.4 CBMP NOTES AND DETAILS C4.5 CBMP NOTES AND DETAILS C4.6 CBMP NOTES AND DETAILS C4.7 CBMP NOTES AND DETAILS C4.8 CBMP NOTES AND DETAILS C4.9 CBMP NOTES AND DETAILS C4.10 CBMP NOTES AND DETAILS C4.11 CBMP NOTES AND DETAILS C4.12 CBMP NOTES AND DETAILS C4.13 STANDARD DETAILS C4.14 STANDARD DETAILS C4.15 STANDARD DETAILS C4.16 STANDARD DETAILS TOWN & UTILITY CONTACTS TOWN OF PARKER CONTACT: MIKE WAUGH PHONE: INTERMOUNTAIN REA CONTACT: JIM POTTER PHONE: CENTURY LINK CONTACT: WILLIAM BENSON PHONE: COMCAST CONTACT: BUTCH BUSTER PHONE: XCEL ENERGY CONTACT: MICHELLE MCKNIGHT PHONE: PARKER WATER & SANITATION DISTRICT CONTACT: MARINA KOPYTKOVSKIY PHONE:
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12 Orifice Perforation Details Note: Vertical WQCV Trash Racks are shown in Figures 6, 6-a, and 6-b for suggested standardized outlet design. Adverse-Slope Trash Rack design may be used for non-standardized designs, but must meet minimum design criteria. W = W + 6 inches (minimum) Plate W Conc. Conc. A Conc. 3 or 4 1 WQCV Level Micro Pool W.S. Outlet Pipe Conc. Section A-A From Figure 6, Circular Openings Only WQCV Trash Racks: A Elevation Well-screen trash racks shall be stainless steel and shall be attached by intermittant welds along the edge of the mounting frame. Bar grate trash racks shall be aluminum and shall be bolted using stainless steel hardware. 3. Trash Rack widths are for specified trash rack material. Finer well-screen or mesh size than specified is acceptable, however, trash rack dimensions need to be adjusted for materials having a different open area/gross area ratio (R value) 4. Structural design of trash rack shall be based on full hydrostatic head with zero head downstream of the rack. Conc. Flow Flow Overflow Trash Racks: All trash racks shall be mounted using stainless steel hardware and provided with hinged and lockable or boltable access panels. Trash racks shall be stainless steel, aluminum, or steel. Steel trash racks shall be hot dip galvanized and may be hot powder painted after galvanizing. Section B-B - Plan View From Figure 6, Circular Openings Only Limits for this Standardized Design: Section C-C From Figure 6, Circular Openings Only Trash Racks shall be designed such that the diagonal dimension of each opening is smaller than the diameter of the outlet pipe. Structural design of trash rack shall be based on full hydrostatic head with zero head downstream of the rack All outlet plate openings are circular. Maximum diameter of opening = 2 inches. *U.S. Filter, St. Paul, Minnesota, USA Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) File: Details.dwg Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) File: Details.dwg Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) File: Details.dwg
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