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STATE HIGHWAY 94
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ANTELOPE DRIVE
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BAR 10 (OLD LOG ROAD)
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ELLICOTT HIGHWAY
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HANDLE ROAD
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TOWN CENTER
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ELLICOTT
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PROPOSED
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SUBDIVISION
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SUBDIVISION
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EXISTING
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VIEWPOINT
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ESTATES
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FILING NO. 2
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NEW LOG ROAD
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SH94
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LOG ROAD
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STATE HIGHWAY NO. 94 (100' R.O.W.)
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FENCE-LINE
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FENCE-LINE
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FENCE-LINE
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6025.2
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101
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HV
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1
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13'
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14
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WV
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FILING NO. 1
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PREPARED BY:
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TITLE SHEET/VICINITY MAP/LOCATION MAP
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SHEET INDEX
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G1
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NOT TO SCALE
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SITE MAP
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N
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N
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THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION. SAID DETAILED PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR DETAILED DRAINAGE PLANS AND SPECIFICATIONS, AND SAID DETAILED PLANS AND SPECIFICATIONS ARE IN CONFORMITY WITH THE MASTER PLAN OF THE DRAINAGE BASIN. SAID DETAILED PLANS AND SPECIFICATIONS MEET THE PURPOSE FOR WHICH THE PARTICULAR DRAINAGE FACILITY IS DESIGNED. I ACCEPT RESPONSIBILITY FOR LIABILITY CAUSED BY NEGLIGENT ACTS, ERRORS OR OMISSIONS ON MY PART IN PREPARATION OF THE DETAILED DRAINAGE PLANS AND SPECIFICATIONS.
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COUNTY PLAN REVIEW 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. IN ACCORDANCE WITH ECM SECTION 1.12, THESE CONSTRUCTION DOCUMENTS WILL BE VALID FOR CONSTRUCTION FOR A PERIOD OF 2 YEARS FROM THE DATE SIGNED BY THE EL PASO COUNTY ENGINEER. IF CONSTRUCTION HAS NOT STARTED WITHIN THOSE 2 YEARS THE PLANS WILL NEED TO BE RESUBMITTED FOR APPROVAL, INCLUDING PAYMENT OF REVIEW FEES AT THE PLANNING AND COMMUNITY DEVELOPMENT DIRECTOR'S DISCRETION.
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THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF:
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EL PASO COUNTY ENGINEER/DIRECTOR
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JOHN P. SCHWAB, P.E. 29891
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COUNTY:
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DATE
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DATE
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ENGINEER:
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1-800-922-1987
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CALL UTILITY NOTIFICATION
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CENTER OF COLORADO
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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MEMBER UTILITIES.
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MARCH, 2019
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19 East Willamette Avenue
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Colorado Springs, Colorado 80903
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PREPARED BY:
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Filing No. 2
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El Paso County, Colorado
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PREPARED FOR:
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ELLICOTT TOWN CENTER
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Construction Drawings
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TELEPHONE COMPANY:
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ELECTRIC DEPARTMENT:
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WATER/WASTEWATER:
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AGENCIES/CONTACTS
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GAS DEPARTMENT:
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STATE HIGHWAY
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CIVIL ENGINEER:
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DEVELOPER:
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(LOCATORS) (719)635-3674
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QWEST COMMUNICATIONS
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(LOCATORS) (800)922-1987
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MR. DAVE WALDNER (719)495-2283
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11140 E. WOODMEN ROAD
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COLORADO SPRINGS, CO 80908
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MOUNTAIN VIEW ELECTRIC ASSOCIATION
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BLACK HILLS ENERGY
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MR. SEBASTIAN SCHWENDER (719) 359-3176
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A.T. & T.
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ELLICOTT UTILITIES COMPANY, LLC
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COLORADO DEPARTMENT OF TRANSPORTATION
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5615 WILLS BLVD.
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PUEBLO, CO 81008
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REGION 2
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19 E. WILLAMETTE AVENUE
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COLORADO SPRINGS, CO 80903
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MR. JOHN P. SCHWAB, P.E. (719)477-9429
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JPS ENGINEERING, INC.
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BENCHMARK: A # 5 REBAR LOCATED AT THE NORTH 1/4 CORNER OF SECTION 14. AIR PHOTO PANEL NEAR NORTH 1/4 CORNER, SECTION 14 NO. 5 REBAR EL=6058.55. BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF SECTION 14, T.14S., R.63W. ASSUMED AS S 89-44-49 E FROM REBAR & 3-1/2" ALUM. CAP NW CORNER SEC 14, T14S, R63W TO REBAR & 2" ALUM. CAP IN RANGE BOX, N 1/4 CORNER SEC. 14.
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MS. VALERIE SWORD (719)546-5407
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ELLICOTT UTILITIES COMPANY, LLC
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WATER & WASTEWATER:
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DATE
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I THE DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THE REQUIREMENTS SPECIFIED IN THESE CONSTRUCTION PLANS.
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DEVELOPER
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DEVELOPER:
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DATE
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NOT TO SCALE
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VICINITY MAP
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TY1
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COUNTY ENGINEERING:
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2880 INTERNATIONAL CIRCLE
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EL PASO COUNTY DEVELOPMENT SERVICES
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COLORADO SPRINGS, CO 80922
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MR. JEFF RICE, P.E. (719) 520-7877
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SURVEYOR:
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P.O. BOX 5101
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RAMPART SURVEYS
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WOODLAND PARK, CO 80866
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MR. KEVIN LLOYD PLS (719) 687-0920
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U1.01
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FILING NO. 2 UTILITY PLAN
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PP1
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CATTLEMEN RUN PLAN & PROFILE
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MR. RANDY GOODSON (858) 692-6262
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32823 Temecula Parkway
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Colorado Springs Mayberry, LLC
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Temecula, CA 92592
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COLORADO SPRINGS MAYBERRY, LLC 32823 TEMECULA PARKWAY TEMECULA, CA 92592 MR. RANDY GOODSON (858) 692-6262
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TYPICAL ROAD SECTIONS & DETAILS
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OVERALL SITE PLAN & GENERAL NOTES
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C1
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(REFERENCE CDOT ACCESS PERMIT NO. 212011)
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SHEET
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G1
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JPS PN# 090001
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SF-19-XX
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GENERAL NOTES & LEGEND
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G2
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ELLICOTT FIRE PROTECTION DISTRICT
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FIRE DEPARTMENT:
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DATE
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PP2
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BOTTLE BRUSH STREET PLAN & PROFILE
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DESIGNED:
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DRAWN:
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CHECKED:
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MODIFIED BY:
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LAST MODIFIED:
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VERT. SCALE:
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HORZ. SCALE:
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SURVEYED:
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PROJECT NO:
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CREATED:
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No.
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REVISION
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DATE
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BY
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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ELLICOTT TOWN CENTER - FILING NO. 2
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G2-F2
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3/18/19
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090001
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UP&E
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N/A
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1"=200'
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BJJ
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3/22/19
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JPS
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JPS
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RMD
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GENERAL NOTES
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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD LOCATION OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. 2. EXISTING CONTOUR DATA PROVIDED BY OWNER GENERALLY CONSISTS OF AERIAL MAPPING FROM UNITED PLANNING & ENGINEERING. JPS ENGINEERING TAKES NO RESPONSIBILITY FOR THE ACCURACY OF EXISTING TOPOGRAPHIC MAPPING. 3. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THESE APPROVED PLANS AND ONE (1) COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES: A. EL PASO COUNTY ENGINEERING CRITERIA MANUAL B. CDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION C. ELLICOTT UTILITIES STANDARDS SPECIFICATIONS (REFER TO CSU STANDARDS IN THE ABSENCE OF PUBLISHED SPECIFICATIONS) 4. STORM DRAIN PIPE SHALL BE RCP CLASS III WITH CLASS C BEDDING UNLESS OTHERWISE NOTED. PROVIDE WATER-TIGHT JOINTS ON STORM SEWER PIPE. 5. STATIONING IS AT CENTERLINE UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE AT FLOWLINE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROPOSED CONTOURS SHOWN ARE TO FINISHED GRADE. 7. LENGTHS SHOWN FOR STORM SEWER PIPES ARE TO CENTER OF MANHOLE. 8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, DEBRIS, WASTE AND OTHER UNSUITABLE FILL MATERIAL FOUND WITHIN THE LIMITS OF EXCAVATION. 9. MATCH INTO EXISTING GRADES AT 3:1 MAX CUT AND FILL SLOPES. 10. REVEGETATION OF ALL DISTURBED AREAS SHALL BE DONE WITH SPECIFIED SEED MIX WITHIN 30 DAYS AFTER FINE GRADING IS COMPLETE. 11. EROSION CONTROL SHALL CONSIST OF SILT FENCE AND OTHER BMP'S AS SHOWN ON THE DRAWINGS, AND TOPSOIL WITH GRASS SEED, WHICH WILL BE WATERED UNTIL VEGETATION HAS BEEN REESTABLISHED. 12. THE EROSION CONTROL MEASURES OUTLINED ON THIS PLAN ARE THE RESPONSIBILITY OF THE DEVELOPER TO MONITOR AND REPLACE, REGRADE, AND REBUILD AS NECESSARY UNTIL VEGETATION IS REESTABLISHED. 13. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT ADJACENT PROPERTIES AND PUBLIC FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND SEDIMENTATION AS A RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE PROJECT SITE. 14. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY SITE CONDITIONS. 15. THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE TO THE UTILITIES WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE DISRUPTION WILL BE SETTLED BY THE CONTRACTOR 16. PEDESTRIAN RAMPS SHALL BE INSTALLED AT ALL INTERSECTIONS AND CONFORM TO COUNTY ENGINEERING STANDARDS AND SPECIFICATIONS. 17. ALL FINISHED GRADES SHALL HAVE A MINIMUM O.5% SLOPE TO PROVIDE POSITIVE DRAINAGE. 18. WHERE PROPOSED SLOPES CONFLICT WITH PROPOSED SPOT ELEVATIONS, SPOT ELEVATIONS SHALL GOVERN. 19. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK. 20. ALL RESIDENTIAL STREET CURB RETURN RADII ARE 20-FEET AT FLOWLINE UNLESS OTHERWISE NOTED. ARTERIAL STREET CURB RETURN RADII ARE 35' UNLESS NOTED OTHERWISE. 21. 25-FOOT SIGHT VISIBILITY TRIANGLES SHALL BE PROVIDED AT ALL RESIDENTIAL STREET INTERSECTIONS. 50-FOOT SIGHT TRIANGLES SHALL BE PROVIDED AT ARTERIAL STREET INTERSECTIONS. NO OBSTRUCTIONS TALLER THAN 18" ARE PERMITTED WITHIN THESE TRIANGLES. 22. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY AND ALL UTILITIES INVOLVED IN PROJECT PRIOR TO MOBILIZING ON SITE. 23. TYPE C STORM INLETS SHALL HAVE CLOSE-MESH GRATES. 24. PROVIDE 10' TRANSITION FROM RAMP CURB TO VERTICAL CURB ON EACH SIDE OF STORM INLETS. 25. ALL BACKFILL, SUB-BASE, AND/OR BASE COURSE MATERIAL SHALL BE COMPACTED PER EL PASO COUNTY AND CDOT STANDARDS AND SPECIFICATIONS AND PROJECT GEOTECHNICAL REPORT. CONTRACTOR SHALL STABILIZE ALL SUBGRADE AREAS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
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%%UPROJECT GENERAL NOTES:
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MEMBER UTILITIES.
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CENTER OF COLORADO
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CALL UTILITY NOTIFICATION
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1-800-922-1987
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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www.jpsengr.com
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%%UCOUNTY GENERAL NOTES:
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1. ALL DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2, AND THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD LOCATION OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC). 3. CONTRACTOR SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION CONTROL PLAN, THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL REPORT, AND THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES, INCLUDING THE FOLLOWING: A. EL PASO COUNTY ENGINEERING CRITERIA MANUAL (ECM) B. CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2 C. COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION D. CDOT M & S STANDARDS 4. 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 DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY TO MEET CRITERIA AFTER-THE-FACT WILL BE ENTIRELY THE DEVELOPER'S RESPONSIBILITY TO RECTIFY. 5. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, BOTH ONSITE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE TO CONFLICTS, OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S RESPONSIBILITY TO RECTIFY. 6. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT (PCD) - INSPECTIONS, PRIOR TO STARTING CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL JURISDICTIONAL AGENCIES AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED TO EL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL BUILDING FLOODPLAIN DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 AND/OR 404 PERMITS, AND COUNTY AND STATE FUGITIVE DUST PERMITS. 8. CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY ERRORS OR INCONSISTENCIES. 9. ALL STORM DRAIN PIPE SHALL BE CLASS III RCP WITH CLASS B BEDDING UNLESS OTHERWISE NOTED AND APPROVED BY PCD. 10. CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT DESIGN SHALL BE APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND GUTTER AND PAVEMENT. 11. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. 12. SIGHT VISIBILITY TRIANGLES AS IDENTIFIED IN THE PLANS SHALL BE PROVIDED AT ALL INTERSECTIONS. OBSTRUCTIONS GREATER THAN 18 INCHES ABOVE FLOWLINE ARE NOT ALLOWED WITHIN SIGHT TRIANGLES. 13. SIGNING AND STRIPING SHALL COMPLY WITH EL PASO COUNTY DPW (DEPT. OF PUBLIC WORKS) AND MUTCD CRITERIA. 14. CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY EL PASO COUNTY DPW, INCLUDING WORK WITHIN THE RIGHT-OF-WAY AND SPECIAL TRANSPORT PERMITS. 15. THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE PROPERTY LINE UNLESS OTHERWISE NOTED. THE OWNER/DEVELOPER SHALL OBTAIN WRITTEN PERMISSION AND EASEMENTS, WHERE REQUIRED, FROM ADJOINING PROPERTY OWNER(S) PRIOR TO ANY OFF-SITE DISTURBANCE, GRADING, OR CONSTRUCTION.
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SECTION IS SHOWN
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SHEET ON WHICH
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SECTION NUMBER
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1
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P1
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NEW/EXISTING
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%%uLEGEND:
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1. INDIVIDUAL BUILDERS SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND ACCOUNT FOR POTENTIAL CROSS-LOT DRAINAGE IMPACTS WITHIN EACH LOT. 2. BUILDERS AND PROPERTY OWNERS SHALL IMPLEMENT & MAINTAIN EROSION CONTROL BEST MANAGEMENT PRACTICES FOR PROTECTION OF DOWNSTREAM PROPERTIES AND FACILITIES INCLUDING PROTECTION OF EXISTING GRASS BUFFER STRIPS ALONG THE DOWNSTREAM PROPERTY BOUNDARIES. 3. GRADING AND DRAINAGE WITHIN LOTS IS THE RESPONSIBILITY OF THE INDIVIDUAL BUILDERS AND PROPERTY OWNERS.
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%%UGENERAL DRAINAGE NOTES:
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EASEMENT LINE - NEW/EXISTING
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CONTOUR - NEW/EXISTING
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PROPERTY LINE - NEW/EXISTING
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SECTION LINE - NEW/EXISTING
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OVERHEAD ELECTRIC LINE W/ POWER POLE
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UNDERGROUND ELECTRIC LINE
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FENCE - NEW/EXISTING
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GAS - NEW/EXISTING
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UNDERGROUND ELECTRIC - NEW/EXISTING
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TELEPHONE - NEW/EXISTING
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WATER - NEW/EXISTING
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6230
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6230
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NEW/EXISTING
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NEW/EXISTING
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A
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FINAL PLAT SUBMITTAL
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3/22/19
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JPS
PARK
1.74 AC
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STATE HIGHWAY NO. 94 (100' R.O.W.)
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6034.3
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100
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HV
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2.0%%%
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1.0%%%
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1.0%%%
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2.0%%%
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2.8%%%
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2.9%%%
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WV
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59+38.62
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WV
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N
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200'
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0
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200'
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400'
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ORIGINAL SCALE: 1"=200'
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DESIGNED:
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DRAWN:
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CHECKED:
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MODIFIED BY:
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LAST MODIFIED:
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PROJECT NO:
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CREATED:
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No.
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REVISION
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DATE
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BY
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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ELLICOTT TOWN CENTER - FILING NO. 2
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C1-F2
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3/18/19
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090001
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UP&E
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N/A
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1"=200'
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BJJ
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3/27/19
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JPS
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JPS
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RMD
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OVERALL SITE PLAN
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& GENERAL NOTES
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CONTOUR INTERVAL: 2 FEET
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MEMBER UTILITIES.
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CENTER OF COLORADO
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CALL UTILITY NOTIFICATION
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1-800-922-1987
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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www.jpsengr.com
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FILING NO. 2
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FUTURE FILING
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FLG. NO. 1
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FLG. NO. 2 TRACT A
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LOT 1
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LOT 2
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A
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FINAL PLAT SUBMITTAL
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JPS
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FUTURE FILING
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CHANNEL C
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EXISTING 30" CMP CULVERTS (3 EA.)
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EXISTING SSMH
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INV. IN=6029.20
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STATE HIGHWAY NO. 94 (100' R.O.W.)
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FH
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55.38
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X
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54.83
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49.98
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10+00
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11+00
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12+00
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13+00
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X
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60.62
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6046
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43.38
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FIELD LOCATE & CONSTRUCT NEW 4' SSMH OVER EXISTING 8" PVC SS MAIN (FIL. NO. 1)
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EXISTING SSMH
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INV. OUT=6032.70
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VILLAGE MAIN STREET
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MAYBERRY DRIVE
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EXISTING 8" PVC WW LINE
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PROPOSED 8" PVC PUBLIC WW LINE (FILING NO. 1)
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PROTECT EXISTING LFH WELL
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PROTECT EXISTING LFH WELL
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PROTECT EXISTING WATER LINE
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CATTLEMEN RUN
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FUTURE ROAD EXTENSION W/FILING NO. 3
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NEW 12" WATER DISTRIBUTION LINE W/4" RAW WATER LINE IN JOINT TRENCH
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ABANDON EXISTING 12" WATER LINE
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FIELD LOCATE & CONNECT TO EXISTING 4" RW LINE W/4" TEE W/CTRB & 4" GV N&W
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12" WATER DIST. & 4" RAW WATER STUB
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N
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100'
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0
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100'
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200'
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ORIGINAL SCALE: 1"=100'
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U1.01-F2
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DESIGNED:
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DRAWN:
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CHECKED:
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MODIFIED BY:
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LAST MODIFIED:
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3/18/19
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VERT. SCALE:
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HORZ. SCALE:
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SURVEYED:
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PROJECT NO:
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CREATED:
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SHEET:
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090001
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UP&E
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N/A
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1"=100'
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BJJ
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3/27/19
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JPS
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JPS
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BJJ
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No.
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REVISION
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DATE
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BY
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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www.jpsengr.com
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MEMBER UTILITIES.
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CENTER OF COLORADO
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CALL UTILITY NOTIFICATION
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1-800-922-1987
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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FLING 2
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FUTURE STREET
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BOTTLE BRUSH ST
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SPRINGS ROAD
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RICE GRASS ST
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THREAD LEAF ST
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JUNE GRASS ST
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A
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FINAL PLAT SUBMITTAL
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3/27/19
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JPS
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TRACT A
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FUTURE COMMERCIAL
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FILING NO. 2 UTILITY PLAN
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ELLICOTT TOWN CENTER - FILING NO. 1
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LOT 1
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LOT 3
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LOT 2
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TEMPORARY DETENTION POND C2.8
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FILING 1
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%%UGENERAL UTILITY NOTES:
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1. ALL WATER AND SEWER INSTALLATIONS SHALL CONFORM TO ELLICOTT UTILITIES COMPANY STANDARD SPECIFICATIONS, WHICH FOLLOW CSU STANDARD SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD LOCATION OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. 3. STORM DRAIN PIPE SHALL BE RCP (CLASS III) UNLESS OTHERWISE NOTED. 4. STORM DRAIN PIPE BEDDING SHALL BE CLASS C. 5. SANITARY SEWER PIPE SHALL BE PVC ASTM D3034-SDR 35 OR ASTM F679 UNLESS OTHERWISE NOTED. 6. STATIONING IS AT CENTERLINE UNLESS OTHERWISE NOTED. 7. ALL ELEVATIONS ARE AT FLOWLINE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED. 8. WATER PIPES AND FITTINGS SHALL BE INSTALLED PER SMD SPECIFICATIONS. ALL TRENCH BEDDING, THRUST BLOCKS AND REVERSE ANCHORS SHALL BE INSTALLED PER CSU STANDARDS. ALL WATER PIPE SHALL BE PVC AWWA C900 (DR14). DISINFECTION AND TESTING SHALL BE COMPLETED PER CSU SPECIFICATIONS. 9. LENGTHS SHOWN FOR STORM SEWER PIPES ARE TO CENTER OF MANHOLE. 10. CONTRACTOR SHALL MAKE WATER CONNECTIONS WITHOUT SHUTDOWN OR NOTIFY OWNER AND AFFECTED RESIDENTS OF ANY SERVICE SHUTDOWNS NECESSARY TO CONNECT TO EXISTING LINES. 11. BENDS, DEFLECTION & CUT PIPE LENGTHS SHALL BE USED TO HOLD HORIZONTAL ALIGNMENT OF SEWER AND WATER LINES TO 10 FEET SEPARATION AT ALL POINTS REQUIRED. ALIGNMENT CONSTRUCTION STAKES SHALL BE PLACED AT 25' INTERVALS ALONG CURVES FOR PLACEMENT OF SEWER AND WATER LINES. 12. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED PER CSU STANDARDS AND SHALL INCLUDE LATERAL, VALVE, ELBOW, HYDRANT, AND THRUST BLOCKS. 13. WHEREVER DUCTILE IRON PIPE IS USED, THE PIPE, FITTINGS AND HYDRANTS SHALL BE WRAPPED IN POLYETHYLENE. 14. SERVICE LINES SHALL BE INSTALLED PER CSU STANDARDS. 15. CONTRACTOR SHALL COORDINATE WITH GAS, ELECTRIC, TELEPHONE AND CABLE T.V. UTILITY SUPPLIERS FOR INSTALLATION OF ALL UTILITIES. MINIMUM COVER FOR ALL UTILITIES SHALL BE 36". 16. UTILITY BEDDING SHALL BE PLACED PER CSU REQUIREMENTS. 17. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, DEBRIS, WASTE AND OTHER UNSUITABLE FILL MATERIAL FOUND WITHIN THE LIMITS OF EXCAVATION. 18. REFER TO CSU SPECIFICATIONS FOR BACKFILL AND COMPACTION SPECIFICATIONS, ALSO MEET ALL EL PASO COUNTY BACKFILL SPECIFICATIONS IN THE ROADWAY R.O.W.'S. 19. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 20. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MATERIALS TO OWNER FOR APPROVAL PRIOR TO BEGINNING WORK. 21. WATER MAIN FITTINGS 5' OR LESS APART REQUIRE ALL-THREAD (2 EA. "). 34"). 22. INSTALLATION OF CURVILINEAR WATER & SANITARY SEWER MAINS SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS. 23. INSTALL POLY-WRAP AS BOND BREAKER AT ALL THRUST BLOCKS. 24. ALL WATER LINE LOWERINGS UNDER STORM DRAIN SHALL MEET CSU SPECIFICATIONS. ANY STEEL SLEEVES IN ROADWAY R.O.W. NEED TO MEET 50-YEAR DESIGN LIFE MINIMUM. 25. SEWER MAINS SHALL BE TV INSPECTED AFTER INSTALLATION FOR APPROVAL BY OWNER. 26. THE WATER MAIN HAS BEEN DESIGNED TO PROVIDE FOR A MINIMUM OF 4-FEET OF CLEARANCE BETWEEN THE GUTTER LIP AND THE CENTER LINE OF THE WATER MAIN. THE CONTRACTOR SHALL INSTALL THE WATER MAIN IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS, PROVIDING FOR A MINIMUM OF 4-FEET OF CLEARANCE AS DESIGNED. 27. CURBS TO BE MARKED WITH "W" AND "S" FOR RESPECTIVE LOCATIONS OF SERVICE LINES TO LOTS FOR WATER AND SEWER. 28. GATE VALVES ARE REQUIRED ON EACH SIDE OF ALL TEES AND CROSSES WITHIN THE PROJECT.
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L
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C
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PROPOSED
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LOT
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LOT
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SS
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WT
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50'
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R.O.W.
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LOW SIDE
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OF LOT
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TYPICAL SERVICE LOCATIONS
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A
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NTS
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4" PVC SAN. SEWER SERVICE (SDR35)
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3" SCH 40 PVC WHITE FOUNDATION DRAIN
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5'
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NOTES: 1. MARK CURB WITH "W/W" AND "S" FOR LOCTION OF WATER AND SEWER LOCATIONS. 2. SET SS SERVICE STUB INVERT AT 8' BELOW CURB FLOWLINE GRADE UNLESS NOTED OTHERWISE.
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3/4" WATER SERVICE (TYPE K COPPER)
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5'
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PROPOSED
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LOT
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PROPERTY/ROW LINE
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5' ATTACHED SIDEWALK
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20'x20' ROW TRIANGLE
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TYPICAL LOCAL ROAD CURB RADIUS DETAIL D
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TYPE III VERTICAL
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CURB & GUTTER
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10'
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10' TRANSITION
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FROM VERTICAL
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CURB TO RAMP
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CURB
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15'
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RAMP CURB
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& GUTTER
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SCALE: NTS
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25' SIGHT
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TRIANGLE
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PC
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PC
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NOTE: NO OBSTRUCTIONS TALLER THAN 18" ARE PERMITTED
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WITHIN SIGHT TRIANGLES.
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*
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*
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CONCRETE (TYP.)
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PEDESTRIAN RAMP PER CITY OF COLORADO SPRINGS STANDARD D-8B
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10' TRANSITION
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FROM VERTICAL
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CURB TO RAMP
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CURB
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CURB TRANSITION DETAIL B
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SCALE: NTS
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NOTE: TRANSITION FROM RAMP CURB
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TO VERTICAL CURB OVER 10' ON EACH SIDE
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OF ALL CURB RETURNS AND STORM INLETS.
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3'
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3'
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2" MAX.
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#4's @ 24" O/C
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SEE NOTE
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NOTE: WHERE TRAFFIC MUST BE
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MAINTAINED, ONLY 1/2 OF GUTTER
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LENGTH SHALL BE CONSTRUCTED.
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JOINT SHALL BE DOWELED WITH
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7 EA. #4's @ 24" O/C.
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CONCRETE CROSSPAN C
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SCALE: 1" = 1'-0"
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8"
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TYPICAL CURB & GUTTER DETAILS
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SCALE: 1" = 1'-0"
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1-1/2"
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F
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L
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10"
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17"
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12"
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30"
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6"
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6"
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30"
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4"
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R = 2"
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SLOPE 1" PER FOOT
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1-1/2"
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6"
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24"
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4-1/2"
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6"
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12"
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TYPE 1 VERTICAL CURB
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1
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1/2"
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1/2"
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TYPE 5 RAMP CURB
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2
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3"
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SCALE: 1"=5' H
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*
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1"=2.5' V
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(URBAN LOCAL)
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60' R.O.W.
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ASPHALT
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ROADWAY
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2.0%
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15'
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SIDE-
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5'
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WALK
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2.0%
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2.0%
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CARRY RAMP
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CURB & GUTTER
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6"
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*
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5'
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8" SANITARY
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SEWER
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8" WATER
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10'
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TYP.
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COVER
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5'-6"
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MIN.
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COVER
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12" SCARIFIED &
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RE-COMPACTED SUBGRADE
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PAVEMENT DESIGN WILL BE BASED UPON A PAVEMENT ANALYSIS BY A COLORADO REGISTERED PROFESSIONAL ENGINEER, AND APPROVED BY EL PASO COUNTY (4" FULL-DEPTH HBP FOR BIDDING PURPOSES)
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2.5'
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15'
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SIDE-
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5'
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WALK
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2.0%
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6"
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2.5'
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*ON-STREET PARKING ALLOWED
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E
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E
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30' ASPHALT MAT.
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5'
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STREET
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YARD
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STREET
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YARD
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7'
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7'
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UTILITY
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10'
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EASEMENT
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UTILITY
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10'
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EASEMENT
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G
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G
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G
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E
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12" CLR.
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TYPICAL LOCAL ROAD SECTION A
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TY1-F2
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DESIGNED:
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DRAWN:
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CHECKED:
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MODIFIED BY:
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LAST MODIFIED:
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3/18/19
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VERT. SCALE:
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HORZ. SCALE:
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SURVEYED:
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PROJECT NO:
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CREATED:
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SHEET:
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090001
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RAMPART
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N/A
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N/A
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BJJ
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3/27/19
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JPS
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JPS
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BJJ
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No.
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REVISION
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DATE
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BY
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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MEMBER UTILITIES.
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CENTER OF COLORADO
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CALL UTILITY NOTIFICATION
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1-800-922-1987
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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www.jpsengr.com
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A
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FINAL PLAT SUBMITTAL
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3/27/19
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JPS
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TYPICAL SECTIONS & DETAILS
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ELLICOTT TOWN CENTER - FILING NO. 2
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PP1-F2
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DESIGNED:
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DRAWN:
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CHECKED:
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MODIFIED BY:
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LAST MODIFIED:
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3/18/19
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VERT. SCALE:
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HORZ. SCALE:
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SURVEYED:
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PROJECT NO:
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CREATED:
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SHEET:
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090001
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RAMPART
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1"=5'
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1"=50'
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BJJ
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3/27/19
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JPS
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JPS
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BJJ
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No.
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REVISION
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DATE
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BY
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19 E. Willamette Ave.
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Colorado Springs, CO
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80903
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PH: 719-477-9429
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FAX: 719-471-0766
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10+00
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13+00
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12+00
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11+00
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N
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BOTTLE BRUSH STREET
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PLAN & PROFILE
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(STA 10+00 TO STA 17+91
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50
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ORIGINAL SCALE
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1"=50' HORIZ.; 1"=5' VERT.
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100
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0
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50
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5
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10
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0
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5
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CONTOUR INTERVAL: 2'
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14+00
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15+00
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16+00
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17+00
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KEY MAP
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N
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MEMBER UTILITIES.
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CENTER OF COLORADO
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CALL UTILITY NOTIFICATION
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1-800-922-1987
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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www.jpsengr.com
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STATE HIGHWAY 94
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6065
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6055
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6060
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6050
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6045
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A
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FINAL PLAT SUBMITTAL
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3/27/19
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JPS
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SPRINGS ROAD
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BOTTLE BRUSH ST
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CATTLEMEN RUN
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VILLAGE MAIN STREET
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MAYBERRY DRIVE
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6035
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6040
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6030
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6025
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6065
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6055
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6060
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6050
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6045
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6035
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6040
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6030
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6025
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FIL. NO. 2
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END PROPOSED 12" WT MAIN
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PROPOSED 12" WT MAIN
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PROPOSED 12"x8" WATER TEE W/12" GV E&W & 8" GV S
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PROPOSED 8" WATER MAIN STUB W/8" GV & 8" PLUG W/CRA
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PROPOSED 8" PVC WW MAIN @ 1.1% MIN. SLOPE
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PROPOSED 12" PVC PUBLIC WATER MAIN
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PROPOSED WWMH
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PROPOSED WWMH (FLG. 1)
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PROPOSED 12" WATER MAIN
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INSTALL BARRICADE PER CDOT STD S-630-2
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INSTALL TYPE 3 BARRICADE PER CDOT STD S-630-2
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ELLICOTT TOWN CENTER - FILING NO. 2
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N 00°00'00" E
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LOT 1
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LOT 3
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LOT 2
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2.00%
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STA 13+30.01 BOTTLE BRUSH ST =STA 56+55.11 VILLAGE MAIN STREET EL=6050.89
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STA 17+91.77 BOTTLE BRUSH ST =STA 49+77.65 CATTLMEN RUN EL=6058.80
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STA 17+51.77 GRADE BREAK EL=6058.00
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PROPOSED GRADE
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EXISTING GRADE
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STA 10+00.00 BOTTLE BRUSH ST =STA 56+55.22 MAYBERRY DRIVE EL=6053.96
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STA 10+25.00 GRADE BREAK EL=6053.46
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2.0%%%
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PROPOSED GRADE
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EXISTING GRADE
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400.00 LF 8" SS @ 1.05%%%
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368.77 LF 8" SS @ 1.05%%%
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STA 10+13.00 BOTTLE BRUSH ST =STA 56+54.38 MAYBERRY DRIVE SSMH #C6 RIM=6053.60 8" INV IN (N)=6039.84 8" INV IN (E)=6039.64 8" INV OUT (E)=6039.54 CUT=14.1'
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STA 13+81.77 SSMH #B1 RIM=6051.12 8" INV IN (N)=6043.81 8" INV OUT (S)=6043.71 CUT=7.4'
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STA 17+81.77 SSMH #B2 RIM=6058.50 8" INV OUT (S)=6048.01 CUT=10.5'
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8"WT
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1.83%
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2.00%%%
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1.00%%%
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2.00%
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6060
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6054
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6054
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6054
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6054
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6056
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6052
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6050
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6046
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4:1
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6048
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6050
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6048
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6046
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4:1
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6050
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11+00
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6058
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6056
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6054
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6050
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10+00
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12+00
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13+00
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14+00
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15+00
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16+00
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17+00
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17+91.76
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6052
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2.0%%%
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2.9%%%
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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SS
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W
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SS
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W
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59+38.62
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60+00
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61+00
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62+00
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63+00
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64+00
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65+00
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66+00
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67+00
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68+00
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69+00
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70+00
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71+00
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71+01.79
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6050
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6050
AutoCAD SHX Text
SS
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W
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
6056
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
12W
AutoCAD SHX Text
12W
AutoCAD SHX Text
12W
AutoCAD SHX Text
12W
AutoCAD SHX Text
12W
AutoCAD SHX Text
6052
AutoCAD SHX Text
6050
AutoCAD SHX Text
6046
AutoCAD SHX Text
4:1
AutoCAD SHX Text
6048
AutoCAD SHX Text
6050
AutoCAD SHX Text
6048
AutoCAD SHX Text
6046
AutoCAD SHX Text
4:1
AutoCAD SHX Text
6050
AutoCAD SHX Text
11+00
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6050
AutoCAD SHX Text
10+00
AutoCAD SHX Text
12+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
15+00
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
17+91.76
AutoCAD SHX Text
6052
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.9%%%
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
59+38.62
AutoCAD SHX Text
60+00
AutoCAD SHX Text
61+00
AutoCAD SHX Text
62+00
AutoCAD SHX Text
63+00
AutoCAD SHX Text
64+00
AutoCAD SHX Text
65+00
AutoCAD SHX Text
66+00
AutoCAD SHX Text
67+00
AutoCAD SHX Text
68+00
AutoCAD SHX Text
69+00
AutoCAD SHX Text
70+00
AutoCAD SHX Text
71+00
AutoCAD SHX Text
71+01.79
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
6056
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
A
AutoCAD SHX Text
TY1
AutoCAD SHX Text
PP2-F2
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DESIGNED:
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DRAWN:
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CHECKED:
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MODIFIED BY:
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LAST MODIFIED:
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3/18/19
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VERT. SCALE:
AutoCAD SHX Text
HORZ. SCALE:
AutoCAD SHX Text
SURVEYED:
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PROJECT NO:
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CREATED:
AutoCAD SHX Text
SHEET:
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090001
AutoCAD SHX Text
RAMPART
AutoCAD SHX Text
1"=5'
AutoCAD SHX Text
1"=50'
AutoCAD SHX Text
BJJ
AutoCAD SHX Text
3/27/19
AutoCAD SHX Text
JPS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
BJJ
AutoCAD SHX Text
No.
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REVISION
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DATE
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BY
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19 E. Willamette Ave.
AutoCAD SHX Text
Colorado Springs, CO
AutoCAD SHX Text
80903
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PH: 719-477-9429
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FAX: 719-471-0766
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44+00
AutoCAD SHX Text
47+00
AutoCAD SHX Text
46+00
AutoCAD SHX Text
45+00
AutoCAD SHX Text
43+00
AutoCAD SHX Text
N
AutoCAD SHX Text
50
AutoCAD SHX Text
ORIGINAL SCALE
AutoCAD SHX Text
1"=50' HORIZ.; 1"=5' VERT.
AutoCAD SHX Text
100
AutoCAD SHX Text
0
AutoCAD SHX Text
50
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
CONTOUR INTERVAL: 2'
AutoCAD SHX Text
CATTLEMEN RUN
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PLAN & PROFILE
AutoCAD SHX Text
(STA 43+00 TO STA 55+00.00)
AutoCAD SHX Text
48+00
AutoCAD SHX Text
49+00
AutoCAD SHX Text
50+00
AutoCAD SHX Text
51+00
AutoCAD SHX Text
52+00
AutoCAD SHX Text
53+00
AutoCAD SHX Text
54+00
AutoCAD SHX Text
6065
AutoCAD SHX Text
6070
AutoCAD SHX Text
6075
AutoCAD SHX Text
6080
AutoCAD SHX Text
6085
AutoCAD SHX Text
6055
AutoCAD SHX Text
6060
AutoCAD SHX Text
6050
AutoCAD SHX Text
55+00
AutoCAD SHX Text
KEY MAP
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N
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MEMBER UTILITIES.
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CENTER OF COLORADO
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CALL UTILITY NOTIFICATION
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1-800-922-1987
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BEFORE YOU DIG, GRADE, OR EXCAVATE
AutoCAD SHX Text
FOR THE MARKING OF UNDERGROUND
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%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
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www.jpsengr.com
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SPRINGS ROAD
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CATTLEMEN RUN
AutoCAD SHX Text
6045
AutoCAD SHX Text
6065
AutoCAD SHX Text
6070
AutoCAD SHX Text
6075
AutoCAD SHX Text
6080
AutoCAD SHX Text
6085
AutoCAD SHX Text
6055
AutoCAD SHX Text
6060
AutoCAD SHX Text
6050
AutoCAD SHX Text
6045
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A
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FINAL PLAT SUBMITTAL
AutoCAD SHX Text
3/27/19
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JPS
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BOTTLE BRUSH ST
AutoCAD SHX Text
PROPOSED 12" WATER MAIN STUB W/12" PLUG W/CRA
AutoCAD SHX Text
PROPOSED 12" WATER MAIN
AutoCAD SHX Text
PROPOSED 12"x8" TEE W/12" GV E&W W/8" GV S
AutoCAD SHX Text
PROPOSED WWMH
AutoCAD SHX Text
PROPOSED 12" PVC PUBLIC WATER MAIN
AutoCAD SHX Text
FIELD LOCATE & CONNECT TO EXISTING 12" WM W/SOLID SLEEVE & 12" GV E (ABANDON EXISTING 12"W TO SE)
AutoCAD SHX Text
LOT 1
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LOT 2
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LOT 3
AutoCAD SHX Text
TRACT A
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S 89°29'00" E
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TEMPORARY GRAVEL CUL-DE-SAC (FIL. 1)
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FUTURE FILING
AutoCAD SHX Text
ELLICOTT TOWN CENTER - FILING NO. 2
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PROPOSED PED. RAMPS
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PROPOSED PED. RAMPS
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PROPOSED PED. RAMPS
AutoCAD SHX Text
PROPOSED PED. RAMPS
AutoCAD SHX Text
PROPOSED 6' CROSSPAN
AutoCAD SHX Text
PROPOSED FIRE HYDRANT
AutoCAD SHX Text
PROPOSED 12"x6" TEE W/CTRB & 6"x14.5 LF LATERAL W/6" GV N
AutoCAD SHX Text
TYPE 3 BARRICADE PER CDOT M-630-2
AutoCAD SHX Text
PROPOSED 12"x8" TEE W/CTRB. 12" GV E&W, 8" GV S & 8" PLUG W/CRA
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N 89°07'30" W
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STA: 44+57.46, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 64+61.75, SAND REED DR.
AutoCAD SHX Text
ELEV.=6063.23
AutoCAD SHX Text
STA: 47+17.64, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 67+91.77, BLANKET FLOWER ST.
AutoCAD SHX Text
ELEV.=6060.62
AutoCAD SHX Text
STA: 49+77.65, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 64+61.75, BOTTLE BRUSH ST.
AutoCAD SHX Text
ELEV.=6058.80
AutoCAD SHX Text
STA: 52+61.05, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 67+91.76, SPRINGS RD.
AutoCAD SHX Text
ELEV.=6052.53
AutoCAD SHX Text
STA: 55+42.95, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 64+61.75, RICE GRASS ST.
AutoCAD SHX Text
ELEV.=6049.53
AutoCAD SHX Text
100' VC
AutoCAD SHX Text
K=50.00
AutoCAD SHX Text
A.D.=-2.00
AutoCAD SHX Text
PVI ELEV=6058.10
AutoCAD SHX Text
PVI STA=49+69.74
AutoCAD SHX Text
BVCS: 49+19.74
AutoCAD SHX Text
BVCE: 6058.60
AutoCAD SHX Text
EVCS: 50+19.74
AutoCAD SHX Text
EVCE: 6056.60
AutoCAD SHX Text
-3.00%
AutoCAD SHX Text
-1.00%
AutoCAD SHX Text
PROPOSED CL GRADE
AutoCAD SHX Text
EXISTING
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CL GRADE
AutoCAD SHX Text
100' VC
AutoCAD SHX Text
K=50.00
AutoCAD SHX Text
A.D.=2.00
AutoCAD SHX Text
PVI ELEV=6053.30
AutoCAD SHX Text
PVI STA=51+29.71
AutoCAD SHX Text
BVCS: 50+79.71
AutoCAD SHX Text
BVCE: 6054.80
AutoCAD SHX Text
EVCS: 51+79.71
AutoCAD SHX Text
EVCE: 6052.80
AutoCAD SHX Text
STA: 44+95.67
AutoCAD SHX Text
END FILING NO. 1 PAVEMENT
AutoCAD SHX Text
ELEV.=6062.84
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
FILING NO. 2 BOUNDARY
AutoCAD SHX Text
STA 48+71.00
AutoCAD SHX Text
STA: 44+57.46, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 64+61.75, SAND REED DR.
AutoCAD SHX Text
ELEV.=6063.23
AutoCAD SHX Text
STA: 47+17.64, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 67+91.77, BLANKET FLOWER ST.
AutoCAD SHX Text
ELEV.=6060.62
AutoCAD SHX Text
STA: 49+77.65, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 64+61.75, BOTTLE BRUSH ST.
AutoCAD SHX Text
ELEV.=6058.80
AutoCAD SHX Text
STA: 52+61.05, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 67+91.76, SPRINGS RD.
AutoCAD SHX Text
ELEV.=6052.53
AutoCAD SHX Text
STA: 55+42.95, CATTLEMEN RUN =
AutoCAD SHX Text
STA: 64+61.75, RICE GRASS ST.
AutoCAD SHX Text
ELEV.=6049.53
AutoCAD SHX Text
100' VC
AutoCAD SHX Text
K=50.00
AutoCAD SHX Text
A.D.=-2.00
AutoCAD SHX Text
PVI ELEV=6058.10
AutoCAD SHX Text
PVI STA=49+69.74
AutoCAD SHX Text
BVCS: 49+19.74
AutoCAD SHX Text
BVCE: 6058.60
AutoCAD SHX Text
EVCS: 50+19.74
AutoCAD SHX Text
EVCE: 6056.60
AutoCAD SHX Text
-3.00%
AutoCAD SHX Text
-1.00%
AutoCAD SHX Text
PROPOSED CL GRADE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
CL GRADE
AutoCAD SHX Text
100' VC
AutoCAD SHX Text
K=50.00
AutoCAD SHX Text
A.D.=2.00
AutoCAD SHX Text
PVI ELEV=6053.30
AutoCAD SHX Text
PVI STA=51+29.71
AutoCAD SHX Text
BVCS: 50+79.71
AutoCAD SHX Text
BVCE: 6054.80
AutoCAD SHX Text
EVCS: 51+79.71
AutoCAD SHX Text
EVCE: 6052.80
AutoCAD SHX Text
STA: 44+95.67
AutoCAD SHX Text
END FILING NO. 1 PAVEMENT
AutoCAD SHX Text
ELEV.=6062.84
AutoCAD SHX Text
(FUTURE)
AutoCAD SHX Text
FILING NO. 2 BOUNDARY
AutoCAD SHX Text
STA 48+71.00
AutoCAD SHX Text
ALLEY 4
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42+00
AutoCAD SHX Text
43+00
AutoCAD SHX Text
44+00
AutoCAD SHX Text
45+00
AutoCAD SHX Text
46+00
AutoCAD SHX Text
47+00
AutoCAD SHX Text
48+00
AutoCAD SHX Text
49+00
AutoCAD SHX Text
50+00
AutoCAD SHX Text
51+00
AutoCAD SHX Text
52+00
AutoCAD SHX Text
53+00
AutoCAD SHX Text
54+00
AutoCAD SHX Text
16+00
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
66+00
AutoCAD SHX Text
67+00
AutoCAD SHX Text
68+00
AutoCAD SHX Text
68+21.77
AutoCAD SHX Text
63+00
AutoCAD SHX Text
64+00
AutoCAD SHX Text
64+91.75
AutoCAD SHX Text
66+00
AutoCAD SHX Text
67+00
AutoCAD SHX Text
68+00
AutoCAD SHX Text
69+00
AutoCAD SHX Text
70+00
AutoCAD SHX Text
63+00
AutoCAD SHX Text
64+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
PC = 10+30.99
AutoCAD SHX Text
PRC = 11+09.94
AutoCAD SHX Text
PRC = 11+48.06
AutoCAD SHX Text
PRC = 11+58.98
AutoCAD SHX Text
PRC = 12+15.87
AutoCAD SHX Text
PT = 12+59.17
AutoCAD SHX Text
PC = 13+33.60
AutoCAD SHX Text
PRC = 13+81.30
AutoCAD SHX Text
PRC = 14+28.68
AutoCAD SHX Text
PRC = 15+28.76
AutoCAD SHX Text
SEE SHEET CH1
AutoCAD SHX Text
6058.6
AutoCAD SHX Text
6058.6
AutoCAD SHX Text
6060
AutoCAD SHX Text
6066
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6054
AutoCAD SHX Text
SAND REED DR.
AutoCAD SHX Text
FUTURE STREET
AutoCAD SHX Text
BOTTLE BRUSH ST.
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
6064
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
17+91.76
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.9%%%
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
66+00
AutoCAD SHX Text
67+00
AutoCAD SHX Text
68+00
AutoCAD SHX Text
69+00
AutoCAD SHX Text
70+00
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6060
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
SAND REED DR.
AutoCAD SHX Text
FUTURE STREET
AutoCAD SHX Text
BOTTLE BRUSH ST.
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
6064
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
17+91.76
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
2.9%%%
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
66+00
AutoCAD SHX Text
67+00
AutoCAD SHX Text
68+00
AutoCAD SHX Text
69+00
AutoCAD SHX Text
70+00
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
6056
AutoCAD SHX Text
PC STA: 64+19.38, 17' RT
AutoCAD SHX Text
PC STA: 39+32.42, 17' RT
AutoCAD SHX Text
PC STA: 64+20.13, 17' LT
AutoCAD SHX Text
SSMH #A9.1
AutoCAD SHX Text
WILD RYE ST., STA: 64+61.76
AutoCAD SHX Text
CATTLEMEN RUN, STA: 38+90.04 =
AutoCAD SHX Text
CATTLEMEN RUN
AutoCAD SHX Text
41+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
11+00
AutoCAD SHX Text
12+00
AutoCAD SHX Text
L20
AutoCAD SHX Text
PROPOSED STORM CULVERT C1.1
AutoCAD SHX Text
RELOCATE EXISTING FIRE HYDRANT
AutoCAD SHX Text
STA: 42+08.89 END CURB & GUTTER; INSTALL RIPRAP APRONS
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
17+91.76
AutoCAD SHX Text
SEE SHEET PP10 FILING NO. 1
AutoCAD SHX Text
A
AutoCAD SHX Text
TY1