R SEC. 14.ELLICOTT UTILITIES COMPANY, LLCWATER ... · telephone company: electric department:...
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Transcript of R SEC. 14.ELLICOTT UTILITIES COMPANY, LLCWATER ... · telephone company: electric department:...
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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. 1
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NEW LOG ROAD
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SH94
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LOG ROAD
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PREPARED BY:
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SHEET
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G1
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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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JPS PN# 090001
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N
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N
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MASTER GRADING PLAN
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C1.01
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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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JANUARY, 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. 1
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32823 Temecula Parkway
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Colorado Springs Mayberry, LLC
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El Paso County, Colorado
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Temecula, CA 92592
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PREPARED FOR:
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ELLICOTT TOWN CENTER
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Grading & Erosion Control Plans
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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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MS. VALERIE SWORD (719)546-5407
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FILING 1 GRADING & EROSION CONTROL PLAN
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C1.02
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NOT TO SCALE
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VICINITY MAP
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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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GENERAL NOTES & LEGEND
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G2
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EROSION CONTROL NOTES & DETAILS
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C1.04
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MR. RANDY GOODSON (858) 692-6262
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DETENTION POND C1 PLAN & DETAILS
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C1.05
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COLORADO SPRINGS MAYBERRY, LLC 32823 TEMECULA PARKWAY TEMECULA, CA 92592 MR. RANDY GOODSON (858) 692-6262
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EAST SITE GRADING & EROSION CONTROL PLAN
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C1.03
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CHANNEL C1 PLAN & PROFILE
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CH1
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CHANNEL C4 PLAN & PROFILE
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CH2
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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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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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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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SF-18-025
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OVERALL SITE PLAN & GENERAL NOTES
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C1
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DETENTION POND C2.8 PLAN & DETAILS
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C1.06
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LOT GRADING NOTES & DETAILS
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C2.1
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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. 1
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G2
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1/11/19
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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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1/15/19
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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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2018 SUBMITTAL
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JPS
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8/22/18
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B
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EPC COMMENTS
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JPS
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1/15/19
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1. PRELIMINARY PLAN WAS APPROVED WITH 2004 VERSION OF ECM. IN CASE OF CONFLICT WITH CURRENT ECM DETERMINATION WILL BE MADE BASED ON 2004 VERSION. 2. REFER TO PREVIOUSLY APPROVED PUD & PRELIMINARY PLAN FILES FOR APPROVED DEVIATIONS.
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%%UAPPROVAL NOTES:
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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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SURVEYED:
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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. 1
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C1
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3/08/05
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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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1/15/19
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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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CONTOUR INTERVAL: 2 FEET
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B
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EPC COMMENTS
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JPS
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7/25/06
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C
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EPC COMMENTS
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JPS
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1/15/07
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D
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2018 SUBMITTAL
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JPS
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8/22/18
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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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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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SECTION CORNER
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E
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EPC COMMENTS
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JPS
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12/10/18
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F
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EPC COMMENTS
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JPS
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1/15/19
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TRACT M
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TRACT O
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TRACT N
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FUTURE DEVELOPMENT AREA
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SPRINGS ROAD
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NEW LOG RD
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VILLAGE MAIN ST
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HANDLE ROAD
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STATE HIGHWAY 94 (100' ROW)
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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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6034.3
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100
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HV
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6042.9
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99
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98
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108
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107
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106
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104
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102
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1
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2
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6106
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13'
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14'
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13'
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13'
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14
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13'
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14'
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LOG ROAD
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VILLAGE MAIN ST.
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MAYBERRY DRIVE
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MARKETPLACE DR.
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INDIAN GRASS ST.
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GARDEN PARK AVE.
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BLANKET FLOWER ST.
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ALLEY 4
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ALLEY 5
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SAND REED DR.
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ALLEY 1
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ALLEY 2
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ALLEY 3
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SPRINGS RD.
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VILLAGE MAIN ST.
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CATTLEMEN RUN
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FUTURE STREET
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BOTTLE BRUSH ST.
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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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TRACT 25
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13'
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6074
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AutoCAD SHX Text
6072
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6070
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6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6078
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
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6072
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6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6074
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
6046
AutoCAD SHX Text
6048
AutoCAD SHX Text
6050
AutoCAD SHX Text
6048
AutoCAD SHX Text
6046
AutoCAD SHX Text
X
AutoCAD SHX Text
38.0
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6050
AutoCAD SHX Text
X
AutoCAD SHX Text
43.38
AutoCAD SHX Text
6042
AutoCAD SHX Text
6042
AutoCAD SHX Text
6040
AutoCAD SHX Text
6040
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6046
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
11
AutoCAD SHX Text
T14S
AutoCAD SHX Text
R63W
AutoCAD SHX Text
14
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
4
AutoCAD SHX Text
1999
AutoCAD SHX Text
S11
AutoCAD SHX Text
S14
AutoCAD SHX Text
1
AutoCAD SHX Text
T14S
AutoCAD SHX Text
R63W
AutoCAD SHX Text
1999
AutoCAD SHX Text
6060
AutoCAD SHX Text
6062
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
13'
AutoCAD SHX Text
13'
AutoCAD SHX Text
14
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
LOG ROAD
AutoCAD SHX Text
VILLAGE MAIN ST.
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
MARKETPLACE DR.
AutoCAD SHX Text
INDIAN GRASS ST.
AutoCAD SHX Text
GARDEN PARK AVE.
AutoCAD SHX Text
BLANKET FLOWER ST.
AutoCAD SHX Text
ALLEY 4
AutoCAD SHX Text
ALLEY 5
AutoCAD SHX Text
SAND REED DR.
AutoCAD SHX Text
ALLEY 1
AutoCAD SHX Text
ALLEY 2
AutoCAD SHX Text
ALLEY 3
AutoCAD SHX Text
SPRINGS RD.
AutoCAD SHX Text
VILLAGE MAIN ST.
AutoCAD SHX Text
CATTLEMEN RUN
AutoCAD SHX Text
FUTURE STREET
AutoCAD SHX Text
BOTTLE BRUSH ST.
AutoCAD SHX Text
RICE GRASS ST.
AutoCAD SHX Text
THREAD LEAF ST.
AutoCAD SHX Text
JUNE GRASS ST.
AutoCAD SHX Text
TRACT 25
AutoCAD SHX Text
13'
AutoCAD SHX Text
6074
AutoCAD SHX Text
6052
AutoCAD SHX Text
6084
AutoCAD SHX Text
6082
AutoCAD SHX Text
6080
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
6052
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
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6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
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6062
AutoCAD SHX Text
6062
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6062
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6060
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6060
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6058
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6056
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6050
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6050
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6072
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6070
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6058
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6058
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6056
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6078
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6078
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6076
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6076
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6074
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6074
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6074
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6074
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6072
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6072
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6072
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6070
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6070
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6070
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6068
AutoCAD SHX Text
6068
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6068
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6068
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6068
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6074
AutoCAD SHX Text
6057
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6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
6046
AutoCAD SHX Text
6048
AutoCAD SHX Text
6050
AutoCAD SHX Text
6048
AutoCAD SHX Text
6046
AutoCAD SHX Text
X
AutoCAD SHX Text
38.0
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6050
AutoCAD SHX Text
X
AutoCAD SHX Text
43.38
AutoCAD SHX Text
6042
AutoCAD SHX Text
6042
AutoCAD SHX Text
6040
AutoCAD SHX Text
6040
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
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6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
2
AutoCAD SHX Text
CONTRACTOR MAY WASTE EXCESS CUT MATERIAL OR BORROW SUITABLE FILL MATERIAL FROM THIS AREA. MATCH INTO EXISTING GRADES WITH 3:1 MAX CUT AND FILL SLOPES AND MAINTAIN POSITIVE DRAINAGE IN ALL AREAS. POTENTIALLY UNSTABLE SOIL AREAS TO BE STABILIZED PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS CONTRACTOR EQUIPMENT / OFFICE AREA
AutoCAD SHX Text
1
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%%uKEYED NOTES:
AutoCAD SHX Text
NOTE: THIS ESTIMATE IS PROVIDED FOR INFORMATION ONLY, REPRESENTING THIS ESTIMATE IS PROVIDED FOR INFORMATION ONLY, REPRESENTING THE CALCULATED BULK EARTHWORK VOLUME TO FINISHED GRADE, EXCLUDING ANY ADJUSTMENT FOR PAVEMENT DEPTHS, ETC. CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF EARTHWORK QUANTITIES AS BASIS FOR BID PRICING AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
AutoCAD SHX Text
4,156 CY (FILL)
AutoCAD SHX Text
NET
AutoCAD SHX Text
FILL
AutoCAD SHX Text
EMBANKMENT
AutoCAD SHX Text
44,703 CY
AutoCAD SHX Text
40,547
AutoCAD SHX Text
EXCAVATION
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(TOTAL CUT)
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FILING No. 1
AutoCAD SHX Text
(ASSUMES 15% COMPACTION FACTOR)
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ESTIMATED EARTHWORK QUANTITY:
AutoCAD SHX Text
A
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A
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N
AutoCAD SHX Text
200'
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0
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200'
AutoCAD SHX Text
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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VERT. SCALE:
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HORZ. SCALE:
AutoCAD SHX Text
SURVEYED:
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PROJECT NO:
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CREATED:
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SHEET:
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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
AutoCAD SHX Text
ELLICOTT TOWN CENTER - FILING NO. 1
AutoCAD SHX Text
C1.01
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12/03/00
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090001
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UP&E
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N/A
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1"=200'
AutoCAD SHX Text
BJJ
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1/15/19
AutoCAD SHX Text
JPS
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JPS
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RMD
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PHASE 1
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MASTER GRADING PLAN
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CONTOUR INTERVAL: 2 FEET
AutoCAD SHX Text
B
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EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
7/25/06
AutoCAD SHX Text
SEQUENCING NOTES: 1. INSTALLATION OF INITIAL BMP'S, 2. INSPECTION OF INITIAL BMP'S BY COUNTY STAFF, 3. PRECONSTRUCTION MEETING WITH COUNTY STAFF. 4. THE MAXIMUM AREA TO BE OPENED AT ANY TIME IS 30 ACRES, AND THE MAXIMUM HEIGHT OF STOCKPILES IS TO BE 10-FEET.
AutoCAD SHX Text
INITIAL BMP'S: 1. VTC AT SPRINGS EAST ROAD. 2. SILT FENCE ALONG SOUTH EDGE OF GRADING LIMITS.
AutoCAD SHX Text
C
AutoCAD SHX Text
EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
1/15/07
AutoCAD SHX Text
D
AutoCAD SHX Text
EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
9/13/07
AutoCAD SHX Text
E
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2018 SUBMITTAL
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JPS
AutoCAD SHX Text
8/22/18
AutoCAD SHX Text
www.jpsengr.com
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MEMBER UTILITIES.
AutoCAD SHX Text
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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AREA OF POORLY DRAINED SOILS TO BE STABILIZED PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS
AutoCAD SHX Text
DETENTION POND C1 BOT EL=6050.0 100-YR WSL=6056.0 TOP EL=6058.0 VOL=4.9 AF
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PROPOSED 18" DISCHARGE SD
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PHASE 1 RURAL ROAD
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F TY1
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PHASE 1 GRAVEL ROAD
AutoCAD SHX Text
C TY1
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F
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EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
1/15/19
AutoCAD SHX Text
3
AutoCAD SHX Text
STB
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2
AutoCAD SHX Text
6090
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6080
AutoCAD SHX Text
6080
AutoCAD SHX Text
6080
AutoCAD SHX Text
6082
AutoCAD SHX Text
6084
AutoCAD SHX Text
6094
AutoCAD SHX Text
6040
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6070
AutoCAD SHX Text
6040
AutoCAD SHX Text
6040
AutoCAD SHX Text
6054
AutoCAD SHX Text
6054
AutoCAD SHX Text
6054
AutoCAD SHX Text
6054
AutoCAD SHX Text
6054
AutoCAD SHX Text
6054
AutoCAD SHX Text
6054
AutoCAD SHX Text
6042
AutoCAD SHX Text
6042
AutoCAD SHX Text
6042
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6034
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6042
AutoCAD SHX Text
6048
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
13'
AutoCAD SHX Text
13'
AutoCAD SHX Text
14
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
LOG ROAD
AutoCAD SHX Text
VILLAGE MAIN ST.
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
MARKETPLACE DR.
AutoCAD SHX Text
INDIAN GRASS ST.
AutoCAD SHX Text
GARDEN PARK AVE.
AutoCAD SHX Text
BLANKET FLOWER ST.
AutoCAD SHX Text
ALLEY 4
AutoCAD SHX Text
ALLEY 5
AutoCAD SHX Text
SAND REED DR.
AutoCAD SHX Text
ALLEY 1
AutoCAD SHX Text
ALLEY 2
AutoCAD SHX Text
ALLEY 3
AutoCAD SHX Text
SPRINGS RD.
AutoCAD SHX Text
VILLAGE MAIN ST.
AutoCAD SHX Text
CATTLEMEN RUN
AutoCAD SHX Text
FUTURE STREET
AutoCAD SHX Text
BOTTLE BRUSH ST.
AutoCAD SHX Text
RICE GRASS ST.
AutoCAD SHX Text
THREAD LEAF ST.
AutoCAD SHX Text
JUNE GRASS ST.
AutoCAD SHX Text
TRACT 25
AutoCAD SHX Text
13'
AutoCAD SHX Text
55+09.15
AutoCAD SHX Text
56+00
AutoCAD SHX Text
57+00
AutoCAD SHX Text
58+00
AutoCAD SHX Text
59+00
AutoCAD SHX Text
60+00
AutoCAD SHX Text
61+00
AutoCAD SHX Text
62+00
AutoCAD SHX Text
63+00
AutoCAD SHX Text
63+09.06
AutoCAD SHX Text
PC = 56+53.90
AutoCAD SHX Text
PT = 58+03.92
AutoCAD SHX Text
PC = 59+32.94
AutoCAD SHX Text
PT = 60+83.09
AutoCAD SHX Text
6074
AutoCAD SHX Text
6052
AutoCAD SHX Text
6084
AutoCAD SHX Text
6082
AutoCAD SHX Text
6080
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
6052
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6078
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6074
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+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
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
PC = 11+14.04
AutoCAD SHX Text
PT = 16+06.41
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
SD 60
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
X
AutoCAD SHX Text
38.0
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6050
AutoCAD SHX Text
X
AutoCAD SHX Text
43.38
AutoCAD SHX Text
6042
AutoCAD SHX Text
6042
AutoCAD SHX Text
6040
AutoCAD SHX Text
6040
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6046
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6044
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6060
AutoCAD SHX Text
6062
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
13'
AutoCAD SHX Text
13'
AutoCAD SHX Text
14
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
LOG ROAD
AutoCAD SHX Text
VILLAGE MAIN ST.
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
MARKETPLACE DR.
AutoCAD SHX Text
INDIAN GRASS ST.
AutoCAD SHX Text
GARDEN PARK AVE.
AutoCAD SHX Text
BLANKET FLOWER ST.
AutoCAD SHX Text
ALLEY 4
AutoCAD SHX Text
ALLEY 5
AutoCAD SHX Text
SAND REED DR.
AutoCAD SHX Text
ALLEY 1
AutoCAD SHX Text
ALLEY 2
AutoCAD SHX Text
ALLEY 3
AutoCAD SHX Text
SPRINGS RD.
AutoCAD SHX Text
VILLAGE MAIN ST.
AutoCAD SHX Text
CATTLEMEN RUN
AutoCAD SHX Text
FUTURE STREET
AutoCAD SHX Text
BOTTLE BRUSH ST.
AutoCAD SHX Text
RICE GRASS ST.
AutoCAD SHX Text
THREAD LEAF ST.
AutoCAD SHX Text
JUNE GRASS ST.
AutoCAD SHX Text
TRACT 25
AutoCAD SHX Text
13'
AutoCAD SHX Text
55+09.15
AutoCAD SHX Text
56+00
AutoCAD SHX Text
57+00
AutoCAD SHX Text
58+00
AutoCAD SHX Text
59+00
AutoCAD SHX Text
60+00
AutoCAD SHX Text
61+00
AutoCAD SHX Text
62+00
AutoCAD SHX Text
63+00
AutoCAD SHX Text
63+09.06
AutoCAD SHX Text
PC = 56+53.90
AutoCAD SHX Text
PT = 58+03.92
AutoCAD SHX Text
PC = 59+32.94
AutoCAD SHX Text
PT = 60+83.09
AutoCAD SHX Text
6074
AutoCAD SHX Text
6052
AutoCAD SHX Text
6084
AutoCAD SHX Text
6082
AutoCAD SHX Text
6080
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
6052
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6078
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6074
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+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
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
PC = 11+14.04
AutoCAD SHX Text
PT = 16+06.41
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
SD 60
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
X
AutoCAD SHX Text
38.0
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6050
AutoCAD SHX Text
X
AutoCAD SHX Text
43.38
AutoCAD SHX Text
6042
AutoCAD SHX Text
6042
AutoCAD SHX Text
6040
AutoCAD SHX Text
6040
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6044
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
LOG
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
SH 94
AutoCAD SHX Text
SF
AutoCAD SHX Text
VTC
AutoCAD SHX Text
SB
AutoCAD SHX Text
VTC
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.20%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.10%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.70%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
1.00%
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
ELEV.=6058.55
AutoCAD SHX Text
EXISTING 30" CMP CULVERTS (3 EA.)
AutoCAD SHX Text
EXISTING 30" CMP CULVERTS (3 EA.)
AutoCAD SHX Text
LIMIT OF DISTURBANCE=49.4 AC.
AutoCAD SHX Text
CONSTRUCTION ACCESS
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
1
AutoCAD SHX Text
SF
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
SPRINGS ROAD
AutoCAD SHX Text
VILLAGE MAIN STREET
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
SSA
AutoCAD SHX Text
3
AutoCAD SHX Text
TRACT P
AutoCAD SHX Text
TRACT M
AutoCAD SHX Text
TRACT Q
AutoCAD SHX Text
TRACT L
AutoCAD SHX Text
TRACT K
AutoCAD SHX Text
TRACT N
AutoCAD SHX Text
TRACT O
AutoCAD SHX Text
SB
AutoCAD SHX Text
NEW
AutoCAD SHX Text
STATE HIGHWAY 94
AutoCAD SHX Text
ANTELOPE DRIVE
AutoCAD SHX Text
LOG ROAD
AutoCAD SHX Text
ELLICOTT HIGHWAY
AutoCAD SHX Text
HANDLE ROAD
AutoCAD SHX Text
%%uVICINITY MAP
AutoCAD SHX Text
NTS
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
ELLICOTT TOWN
AutoCAD SHX Text
FILING LIMITS
AutoCAD SHX Text
PROPOSED FLOW DIRECTION ARROW
AutoCAD SHX Text
%%uLEGEND:
AutoCAD SHX Text
6490
AutoCAD SHX Text
6490
AutoCAD SHX Text
PROPOSED CONTOURS
AutoCAD SHX Text
EXISTING CONTOURS
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
STRAW BALES
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
99.00
AutoCAD SHX Text
PROPOSED SPOT ELEVATION (FLOWLINE)
AutoCAD SHX Text
PROPOSED STREET PROFILE GRADE
AutoCAD SHX Text
0.9%
AutoCAD SHX Text
FLOWLINE
AutoCAD SHX Text
RR
AutoCAD SHX Text
ON DISTURBED SLOPES
AutoCAD SHX Text
STRAW BALE BARRIER
AutoCAD SHX Text
STB
AutoCAD SHX Text
TEMPORARY SEED AND MULCH
AutoCAD SHX Text
TM
AutoCAD SHX Text
VEHICLE TRACKING PAD
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text
IP
AutoCAD SHX Text
VTC
AutoCAD SHX Text
SF
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
(GRAVEL FILTER)
AutoCAD SHX Text
(6" LAYER OF 1-1/2" ROCK)
AutoCAD SHX Text
SB
AutoCAD SHX Text
SEDIMENT BASIN
AutoCAD SHX Text
SSA
AutoCAD SHX Text
STABILIZED STAGING AREA
AutoCAD SHX Text
N
AutoCAD SHX Text
100'
AutoCAD SHX Text
0
AutoCAD SHX Text
100'
AutoCAD SHX Text
200'
AutoCAD SHX Text
ORIGINAL SCALE: 1"=100'
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
MODIFIED BY:
AutoCAD SHX Text
LAST MODIFIED:
AutoCAD SHX Text
VERT. SCALE:
AutoCAD SHX Text
HORZ. SCALE:
AutoCAD SHX Text
SURVEYED:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
CREATED:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
No.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
19 E. Willamette Ave.
AutoCAD SHX Text
Colorado Springs, CO
AutoCAD SHX Text
80903
AutoCAD SHX Text
PH: 719-477-9429
AutoCAD SHX Text
FAX: 719-471-0766
AutoCAD SHX Text
ELLICOTT TOWN CENTER - FILING NO. 1
AutoCAD SHX Text
C1.02
AutoCAD SHX Text
12/03/00
AutoCAD SHX Text
090001
AutoCAD SHX Text
UP&E
AutoCAD SHX Text
N/A
AutoCAD SHX Text
1"=100'
AutoCAD SHX Text
BJJ
AutoCAD SHX Text
1/15/19
AutoCAD SHX Text
JPS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
RMD
AutoCAD SHX Text
FILING 1 GRADING
AutoCAD SHX Text
& EROSION CONTROL PLAN
AutoCAD SHX Text
CONTOUR INTERVAL: 2 FEET
AutoCAD SHX Text
A
AutoCAD SHX Text
FINAL PLAT SUBMITTAL
AutoCAD SHX Text
JPS
AutoCAD SHX Text
4/19/06
AutoCAD SHX Text
B
AutoCAD SHX Text
EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
7/25/06
AutoCAD SHX Text
C
AutoCAD SHX Text
EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
1/15/07
AutoCAD SHX Text
D
AutoCAD SHX Text
2018 SUBMITTAL
AutoCAD SHX Text
JPS
AutoCAD SHX Text
8/22/18
AutoCAD SHX Text
www.jpsengr.com
AutoCAD SHX Text
SCALE : NTS
AutoCAD SHX Text
CHANNEL SECTION B
AutoCAD SHX Text
1
AutoCAD SHX Text
Z
AutoCAD SHX Text
1
AutoCAD SHX Text
Z
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
24' CHANNEL
AutoCAD SHX Text
NOTE: B=8'; Z=4:1; D=2.0' UNLESS OTHERWISE NOTED
AutoCAD SHX Text
3.5'
AutoCAD SHX Text
65' DRAINAGE EASEMENT
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
3.5'
AutoCAD SHX Text
PROPOSED TURF-REINFORCEMENT MAT (NAG C350 OR EQUAL)
AutoCAD SHX Text
E
AutoCAD SHX Text
EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
1/15/19
AutoCAD SHX Text
MEMBER UTILITIES.
AutoCAD SHX Text
CENTER OF COLORADO
AutoCAD SHX Text
CALL UTILITY NOTIFICATION
AutoCAD SHX Text
1-800-922-1987
AutoCAD SHX Text
BEFORE YOU DIG, GRADE, OR EXCAVATE
AutoCAD SHX Text
FOR THE MARKING OF UNDERGROUND
AutoCAD SHX Text
%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
AutoCAD SHX Text
TRACT K
AutoCAD SHX Text
TRACT O
AutoCAD SHX Text
TRACT L
AutoCAD SHX Text
TRACT M
AutoCAD SHX Text
SH 94
AutoCAD SHX Text
VTC
AutoCAD SHX Text
PROPOSED 40' ROW DEDICATION
AutoCAD SHX Text
EXISTING 100' ROW
AutoCAD SHX Text
N89°44'49"W 2606.58'
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6080
AutoCAD SHX Text
6080
AutoCAD SHX Text
6080
AutoCAD SHX Text
6082
AutoCAD SHX Text
6084
AutoCAD SHX Text
6054
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
13'
AutoCAD SHX Text
13'
AutoCAD SHX Text
14
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
13'
AutoCAD SHX Text
6074
AutoCAD SHX Text
6084
AutoCAD SHX Text
6082
AutoCAD SHX Text
6080
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6058
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6078
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6074
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+00
AutoCAD SHX Text
12+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
PC = 11+14.04
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6060
AutoCAD SHX Text
6062
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
13'
AutoCAD SHX Text
13'
AutoCAD SHX Text
14
AutoCAD SHX Text
13'
AutoCAD SHX Text
14'
AutoCAD SHX Text
13'
AutoCAD SHX Text
6074
AutoCAD SHX Text
6084
AutoCAD SHX Text
6082
AutoCAD SHX Text
6080
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
6060
AutoCAD SHX Text
6060
AutoCAD SHX Text
6058
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6078
AutoCAD SHX Text
6078
AutoCAD SHX Text
6076
AutoCAD SHX Text
6076
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6074
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6070
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6068
AutoCAD SHX Text
6074
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+00
AutoCAD SHX Text
12+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
PC = 11+14.04
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6064
AutoCAD SHX Text
6064
AutoCAD SHX Text
6062
AutoCAD SHX Text
6062
AutoCAD SHX Text
IP
AutoCAD SHX Text
IP
AutoCAD SHX Text
IP
AutoCAD SHX Text
IP
AutoCAD SHX Text
IP
AutoCAD SHX Text
IP
AutoCAD SHX Text
RR
AutoCAD SHX Text
SF
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
INLET C1.3 (10' TYPE R)
AutoCAD SHX Text
INLET C1.4 (10' TYPE R)
AutoCAD SHX Text
INLET C1.5 (10' TYPE R)
AutoCAD SHX Text
INLET C1.6B (5' TYPE R)
AutoCAD SHX Text
IP
AutoCAD SHX Text
STORM SEWER C1.2D
AutoCAD SHX Text
STORM SEWER C1.4A
AutoCAD SHX Text
STORM SEWER C1.8A
AutoCAD SHX Text
INLET C1.8 (10' TYPE R)
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
5' SDMH C1.2D
AutoCAD SHX Text
INLET C1.7B (10' TYPE R)
AutoCAD SHX Text
INLET C1.7A (5' TYPE R)
AutoCAD SHX Text
IP
AutoCAD SHX Text
INLET C1.2 (10' TYPE R)
AutoCAD SHX Text
5' SDMH C1.3
AutoCAD SHX Text
5' SDMH C1.4
AutoCAD SHX Text
5' SDMH C1.8
AutoCAD SHX Text
5' SDMH C1.5
AutoCAD SHX Text
5' SDMH C1.6C
AutoCAD SHX Text
INLET C1.9B (10' TYPE R)
AutoCAD SHX Text
IP
AutoCAD SHX Text
5' SDMH C1.9C
AutoCAD SHX Text
FSD
AutoCAD SHX Text
SB
AutoCAD SHX Text
SF
AutoCAD SHX Text
DETENTION POND C1
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
-
AutoCAD SHX Text
B
AutoCAD SHX Text
INLET C1.9A (5' TYPE R)
AutoCAD SHX Text
IP
AutoCAD SHX Text
IP
AutoCAD SHX Text
VILLAGE MAIN ST
AutoCAD SHX Text
CATTLEMEN RUN
AutoCAD SHX Text
MARKETPLACE DR
AutoCAD SHX Text
INDIAN GRASS ST
AutoCAD SHX Text
GARDEN PARK AVE
AutoCAD SHX Text
BLANKET FLOWER ST
AutoCAD SHX Text
NEW LOG ROAD
AutoCAD SHX Text
INLET C1.6A
AutoCAD SHX Text
INLET C1.1
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
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A
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PROPOSED DRAINAGE EASEMENT
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C&G FLARE W/SCL
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SCL
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SCL
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SCL
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SCL
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SCL
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SCL
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FILING LIMITS
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%%uLEGEND:
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ON DISTURBED SLOPES
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6490
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STRAW BALE BARRIER
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STB
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TEMPORARY SEED AND MULCH
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TM
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SILT FENCE
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INLET PROTECTION
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IP
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VTC
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PROPOSED CONTOURS
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EXISTING CONTOURS
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(GRAVEL FILTER)
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(6" LAYER OF 1-1/2" ROCK)
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SB
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SEDIMENT BASIN
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99.00
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1.5%
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RR
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PROPOSED STREET PROFILE GRADE
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%%uEROSION CONTROL LEGEND:
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FSD
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FULL-SPECTRUM DETENTION BASIN
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OVERLOT GRADING LOT TYPE (SEE SH. C2.1)
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A / B
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SCL
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SEDIMENT CONTROL LOG
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TYPICAL BERM SECTION A
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NTS
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3:1
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6'
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3:1
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2.0%
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SEEDING
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6'
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6'
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GRAVEL
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TRAIL
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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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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. 1
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C1.03
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12/03/00
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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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1/15/19
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JPS
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JPS
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RMD
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EAST SITE GRADING
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& EROSION CONTROL PLAN
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CONTOUR INTERVAL: 2 FEET
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A
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FINAL PLAT SUBMITTAL
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JPS
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4/19/06
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B
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EPC COMMENTS
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JPS
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7/25/06
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C
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EPC COMMENTS
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1/15/07
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D
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2018 SUBMITTAL
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JPS
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8/22/18
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EPC COMMENTS
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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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NTS
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TYPICAL GRASS SWALE SECTION
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A
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2'
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3
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1
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6055.2
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98
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FUTURE STREET
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SH94
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A -
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FUTURE FILING
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FUTURE FILING
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FUTURE MAYBERRY DRIVE
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VILLAGE MAIN STREET
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SB
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RR
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FILING LIMITS
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%%uLEGEND:
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ON DISTURBED SLOPES
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6490
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STRAW BALE BARRIER
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STB
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TEMPORARY SEED AND MULCH
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TM
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IP
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(6" LAYER OF 1-1/2" ROCK)
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SB
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99.00
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DATE
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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. 1
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C1.04
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3/24/06
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090001
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N/A
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NTS
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BJJ
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1/15/19
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JPS
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JPS
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RMD
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EROSION CONTROL
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NOTES & DETAILS
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(REFER TO CITY OF COLORADO SPRINGS DRAINAGE CRITERIA MANUAL, VOLUME 2) 1. STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. 2. CONCRETE WASH WATER SHALL NOT BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. 3. BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED IN THE STREET, ALLEY OR OTHER PUBLIC WAY, UNLESS IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. BMPs MAY BE REQUIRED BY COUNTY ENGINEERING IF DEEMED NECESSARY, BASED ON SPECIFIC CONDITIONS AND CIRCUMSTANCES (E.G., ESTIMATED TIME OF EXPOSURE, SEASON OF THE YEAR, ETC.). 4. VEHICLE TRACKING OF SOILS OFF-SITE SHALL BE MINIMIZED. STORMWATER QUALITY BMP MANUAL 3-4. 5. ALL WASTES COMPOSED OF BUILDING MATERIALS MUST BE REMOVED FROM THE CONSTRUCTION SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORY REQUIREMENTS. NO BUILDING MATERIAL WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURIED, DUMPED, OR DISCHARGED AT THE SITE. 6. NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL IS GRANTED IN WRITING BY THE COUNTY ENGINEER. IN GRANTING THE USE OF SUCH CHEMICALS, SPECIAL CONDITIONS AND MONITORING MAY BE REQUIRED. 7. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. 8. ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAIN ACCEPTABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES INCLUDING BMPs IN CONFORMANCE WITH THE EROSION CONTROL TECHNICAL STANDARDS OF THE MANUAL AND IN ACCORDANCE WITH THE EROSION CONTROL TECHNICAL STANDARDS OF THE MANUAL AND IN ACCORDANCE WITH THE EROSION AND STORMWATER QUALITY CONTROL PLAN APPROVED BY EL PASO COUNTY, IF REQUIRED. 9. ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPs AND ALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ANY EARTH DISTURBANCE OPERATIONS, SHALL BE INSTALLED AS DEFINED IN THE APPROVED PLANS AND THE MANUAL AND MAINTAINED THROUGHOUT THE DURATION OF THE EARTH DISTURBANCE OPERATION. THE INSTALLATION OF THE FIRST LEVEL OF TEMPORARY EROSION CONTROL FACILITIES AND BMPs SHALL BE INSTALLED AND INSPECTED PRIOR TO ANY EARTH DISTURBANCE OPERATIONS TAKING PLACE. 10. ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. 11. ALL EARTH DISTURBANCE SHALL BE DESIGNED, CONSTRUCTED, AND COMPLETED IN SUCH A MANNER SO THAT THE EXPOSED AREA OF ANY DISTURBED LAND SHALL BE LIMITED TO THE SHORTEST PRACTICAL PERIOD OF TIME. 12. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF ANY ON-SITE OR OFF-SITE WATERS, INCLUDING WETLANDS. 13. SUSPENDED SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE MINIMIZED IN RUNOFF WATER BEFORE IT LEAVES THE SITE OF THE EARTH DISTURBANCE. 14. ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF STORMWATER AROUND, THROUGH, OR FROM THE EARTH DISTURBANCE AREA SHALL BE DESIGNED TO LIMIT THE DISCHARGE TO A NON-EROSIVE VELOCITY. 15. TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT TO THE STANDARDS AND SPECIFICATIONS PRESCRIBED IN THE MANUAL, AND IN ACCORDANCE WITH THE PERMANENT EROSION CONTROL FEATURES SHOWN ON THE EROSION AND STORMWATER QUALITY CONTROL PLANS APPROVED BY EL PASO COUNTY, IF REQUIRED. 16. SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN TWENTY-ONE (21) CALENDAR DAYS AFTER FINAL GRADING, OR FINAL EARTH DISTURBANCE, HAS BEEN COMPLETED. DISTURBED AREAS AND STOCKPILES WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS SHALL ALSO BE MULCHED WITHIN 21 DAYS AFTER INTERIM GRADING. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN 60 DAYS SHALL ALSO BE SEEDED. ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND BMPs SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED. 17. NO PERSON SHALL CAUSE, PERMIT, OR CONTRIBUTE TO THE DISCHARGE INTO THE MUNICIPAL SEPARATE STORM SEWER POLLUTANTS THAT COULD CAUSE EL PASO COUNTY TO BE IN VIOLATION OF ITS COLORADO DISCHARGE PERMIT SYSTEM MUNICIPAL STORMWATER DISCHARGE PERMIT. 18. THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS, DIRT, TRASH, ROCK, SEDIMENT, AND SAND THAT MAY ACCUMULATE IN THE STORM SEWER OR OTHER DRAINAGE CONVEYANCE SYSTEM AND STORMWATER APPURTENANCES AS A RESULT OF SITE DEVELOPMENT. 19. NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE CURB AND GUTTER, INCLUDING THE TEMPORARY OR PERMANENT RAMPING WITH MATERIALS FOR VEHICLE ACCESS. 20. INDIVIDUALS SHALL COMPLY WITH THE "COLORADO WATER QUALITY CONTROL ACT" (TITLE 25, ARTICLE 8, CRS), AND THE "CLEAN WATER ACT" (33 USC 1344), REGULATIONS PROMULGATED, CERTIFICATIONS OR PERMITS ISSUED, IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE MANUAL. IN THE EVENT OF CONFLICTS BETWEEN THESE REQUIREMENTS AND WATER QUALITY CONTROL LAWS, RULES, OR REGULATIONS OF OTHER FEDERAL OR STATE AGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL APPLY. 21. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THE QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE. ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS. MATERIALS SHALL NOT BE STORED IN A LOCATION WHERE THEY MAY BE CARRIED BY STORMWATER RUNOFF INTO A STATE WATER AT ANY TIME. 22. SPILL PREVENTION AND CONTAINMENT MEASURES SHALL BE USED AT STORAGE, AND EQUIPMENT FUELING AND SERVICING AREAS TO PREVENT THE POLLUTION OF ANY STATE WATERS, INCLUDING WETLANDS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, OR CONTAINED UNTIL APPROPRIATE CLEANUP METHODS CAN BE EMPLOYED. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE FOLLOWED, ALONG WITH PROPER DISPOSAL METHODS.
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%%uSEEDING MIX:
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PERENIAL RYE
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4.0 LBS.
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%%uLBS. PER ACRE
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TOTAL:
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16.5 LBS.
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%%uAMOUNT IN PLS
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%%uEROSION CONTROL NOTES:
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AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 1 ACRE OR MORE. THE OWNER OR OPERATOR OF THE . THE OWNER OR OPERATOR OF THE THE OWNER OR OPERATOR OF THE CONSTRUCTION ACTIVITY SHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION. THE APPLICATION CONTAINS CERTIFICATION OF COMPLETION OF A STORMWATER MANAGEMENT PLAN (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL PLAN MAY BE A PART. FOR INFORMATION OR APPLICATION MATERIALS CONTACT:
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COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION WQCD-PERMITS 4300 CHERRY CREEK DRIVE SOUTH DENVER, COLORADO 80246-1530 ATTN.: PERMITS UNIT
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INSTALL BMP'S
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GRADING START
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SEEDING & MULCHING
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STABILIZATION
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MARCH, 2019
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MARCH, 2019
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AUGUST, 2019
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AUGUST, 2020
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PERIODIC SITE INSPECTIONS
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RE-VEGETATION OF EXPOSED SOILS
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SEDIMENT REMOVAL FROM BMP'S
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REMOVAL OF BMP'S
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BI-WEEKLY
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%%uESTIMATED TIME SCHEDULE:
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%%uSEDIMENT CONTROL MAINTENANCE PROGRAM:
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%%uFREQUENCY
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1
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2
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AND AFTER ANY PRECIPITATION OR SNOW MELT EVENT THAT CAUSES SURFACE EROSION. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTION OF THE BMP.
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1
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2
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SEEDING & FERTILIZER APPLICATION:
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DRILL SEED OR
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HYDRO-SEED PER
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CDOT SPEC. SECTION 212.
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MULCHING APPLICATION:
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CONFORM TO CDOT
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SPEC-SECTION 213.
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GRADING COMPLETION
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AUGUST, 2019
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A
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FINAL PLAT SUBMITTAL
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JPS
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4/19/06
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B
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EPC COMMENTS
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JPS
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7/25/06
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C
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EPC COMMENTS
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JPS
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1/15/07
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D
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2018 SUBMITTAL
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JPS
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8/22/18
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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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E
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EPC COMMENTS
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JPS
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1/15/19
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%%uNPDES NOTES
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Hard Surface
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Public Road
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6" Min.
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1 1/2" - 3" Rock
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1/2" - 3/4" Filter Layer
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As
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Required
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75' Minimum
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%%UTEMPORARY VEHICLE TRACKING CONTROL PAD
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1. Set Posts 15' for Max. Spacing.
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2. Excavate a 4"x4" Trench upslope along
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the line of uprights.
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3. Attach Filter Material to posts or
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insert Sewn Pockets over posts and
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extend it into the trench.
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4. Finished Section.
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Flow
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Wood Posts
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Filter Fabric,
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Attach
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Runoff
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Approx.
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4"x4"
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Trench
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12"
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Min.
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4"
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NOT TO SCALE
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%%uSILT FENCE
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STD. 50 LB. STRAW BALE
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2"x2" STAKE
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4" (MIN)
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BALE WIDTH
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SHALL BE MAINTAINED UNTIL
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LANDSCAPING IS COMPLETED,
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NOTE: EROSION CONTROL MEASURES
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-NTS-
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-NTS-
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-NTS-
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%%uSECTION
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%%uSTRAW BALE INSTALLATION
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%%uTRENCH EXCAVATION
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50 LB. STRAW BALE
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2"x2" STAKE
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BACKFILL
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COMPACTED
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12" (MIN)
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JURISDICTION
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OR AS DIRECTED BY LOCAL
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FLOW
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FLOW
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NOT TO SCALE
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STRAW BALE EROSION BARRIER B
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C
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A
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CURB INLET PROTECTION D
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GRAVEL AND WIRE MESH
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%%USPECIFIC APPLICATION
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THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN
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FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO
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ADJACENT STRUCTURES AND UNPROTECTED AREAS.
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NOTE: ALTERNATE DESIGN COULD UTILIZE GRAVEL FILLED BAGS.
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RUNOFF WATER
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GRAVEL FILTER
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WIRE MESH
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Filtered Water
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SEDIMENT
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CONCRETE GUTTER
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CURB INLET
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12"
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12"
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NOT TO SCALE
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IP
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SF
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STB
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VTC
6" CONCRETE SLAB
W/#4 BARS @ 12" O.C.E.W.
48
"
30'
18
'
4'
9"
3"
>4
1
6"
4
1
24
"
A
2'
7.1"
TOP OF
BASE SLAB
PLAN
SECTION A
NOTES:
1. DIMENSIONS SHOWN ARE MINIMUMS AND APPLY TO FOREBAYS WITHIN
MODIFIED EXTENDED DETENTION BASINS. FOREBAYS IN STANDARD
EXTENDED DETENTION BASINS SHALL BE SIZED BASED ON UDFCD
CRITERIA.
2. FOR DEPTH > 2.5-FEET, FOREBAY REQUIRES RAMP INTO BOTTOM AND
ACCESS ROAD LEADING TO STREET.
SLOT DETAIL
6" CURB
A
CONCRETE TRICKLE
CHANNEL
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POND OUTLET STRUCTURE 18" INV OUT=6049.0
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A
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-
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FULL-SPECTRUM DETENTION POND C1 POND BOT. EL.=6049.0 SPILLWAY EL=6054.0 TOP EL.=6057.0 MIN. FSD VOL=3.9 AF DSN VOL=4.9 AF
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30" CULVERT
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100 LF 18" HDPE @ 0.5%
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FUTURE TRAIL CONNECTION
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PROPOSED 12'Wx15% GRAVEL MAINTENANCE ACCESS RAMP
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PROPOSED 15'L x 6'W RIPRAP INFILTRATION ZONE (24" LAYER OF TYPE W RIPRAP; d50=12'50=12'=12'
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PROPOSED 18" FES INV=6047.00 W/RR APRON
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PROPOSED 142 LF CONCRETE TRICKLE CHANNEL @ 0.5% SLOPE
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PROPOSED 30'L x 18'W x 2'H POND FOREBAY 60" FES INV=6048.25
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PROPOSED 42'Lx10'Wx2'D RIPRAP SPILLWAY
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10' BERM
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6054
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10+00
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6056
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6057
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6049
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6049
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6057
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6057
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6048
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6052
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6056
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6056
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4:1
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4:1
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4:1
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4:1
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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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14+00
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PC = 11+14.04
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6050
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6050
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X
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6048.25
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SD 60
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SD 60
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6050
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6050
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6052
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6054
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6056
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6056
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6054
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6052
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10+00
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6056
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6057
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6049
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6049
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6057
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6057
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6048
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6052
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6056
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6056
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4:1
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4:1
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4:1
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4:1
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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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14+00
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PC = 11+14.04
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6050
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6050
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X
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6048.25
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SD 60
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SD 60
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6050
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6050
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6052
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6054
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6056
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6056
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6054
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6052
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PROPOSED DRAINAGE EASEMENT
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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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SHEET:
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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. 1
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C1.05
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4/4/06
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090001
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UP&E
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N/A
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1"=50'
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BJJ
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1/15/19
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JPS
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JPS
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BJJ
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POND C1
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PLAN & DETAILS
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N
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0
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40'
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40'
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80'
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ORIGINAL SCALE: 1"=40'
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CONTOUR INTERVAL=2'
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A
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2018 SUBMITTAL
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JPS
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8/22/18
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OUTLET PIPE (18" HDPE)
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FINISHED GRADE
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EMERGENCY SPILLWAY
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BURIED RIPRAP OVERTOPPING PROTECTION (42'Lx10'Wx2'D; TYPE M RIPRAP)
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GRATE EL=6052.1
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TUBULAR TRASH RACK ON 6" CENTERS, KLEMP CORPORATION (OR EQUAL) WITH 1-1/4" x 3/16" BEARING BARS SPACED 1-3/16" ON CENTER, CROSS RODS SPACED 2" ON CENTER
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WQCV ORIFICE PLATE
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CONCRETE CATCH BASIN (DOUBLE CDOT TYPE C-MODIFIED OR EQUAL)
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EL.=6054.0
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INV OUT=6047.5
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POND BOTTOM=6049.0
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TYPICAL DETENTION POND OUTLET STRUCTURE A
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SCALE: NTS
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ORIFICE PLATE AND TRASH RACK
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NTS
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1.
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2.
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OVERFLOW TRASH RACKS:
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3.
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4.
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2.
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EURV AND WQCV TRASH RACKS:
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1.
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STRUCTURAL STEEL CHANNEL
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FORMED INTO CONCRETE
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4'-0"
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%%UELEVATION
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DETAILS AND NOTES B
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ORIFICE PLATE NOTES: 1. MINIMIZE THE NUMBER OF COLUMNS. MINIMIZE THE NUMBER OF COLUMNS. 2. PROVIDE GASKET MATERIAL BETWEEN THE ORIFICE PLATE AND CONCRETE. PROVIDE GASKET MATERIAL BETWEEN THE ORIFICE PLATE AND CONCRETE. 3. BOLT PLATE TO CONCRETE 12" MAX. ON CENTER.BOLT PLATE TO CONCRETE 12" MAX. ON CENTER.
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B
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-
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2.5'
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MICROPOOL WSE=6047.5
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BOTTOM EL=6045.0
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2.5'
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2.5'
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6"
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6"
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6"
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4.0'
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6.5'
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5.0'
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OUTLET PIPE (18")
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PLAN VIEW
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NTS
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SECTION
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CONCRETE OPENING WIDTH=12"
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1/4" THICK STEEL ORIFICE PLATE
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14.4" CONCRETE OPENING
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MAX. 100-YR WSL=6053.8
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STAINLESS STEEL BOLTS OR INTERMITTANT WELDS, SEE UDFCD FIGURE OS-5 AND OS-6, SECTION B
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18" PLATE
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3"
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INV=6049.0
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EL=6049.85
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6"
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STEEL RESTRICTOR PLATE BOLTED TO INSIDE WALL OF OUTLET STRUCTURE
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RESTRICTOR PLATE DETAIL C
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SCALE: 1"=2'
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18" OUTLET PIPE
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3/4" EXPANSION ANCHORS
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RESTRICTOR PLATE
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C
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-
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VERTICAL TRASH SCREEN; ALUMINUM AMICO-KLEMP SR SERIES W/CROSS RODS 2" O.C.; ATTACH BY INTERMITTENT WELDS TO C8x18.75 AMERICAN STEEL CHANNEL FORMED INTO CONCRETE BOTTOM AND SIDES OF OPENING IN WALL
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TRICKLE CHANNEL INV IN=6047.5
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CL=6050.5 (5.7"x1.0")
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EL=6052.1
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B
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-
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BOT EL=6045.0
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TOP OF BERM EL.=6057.0
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CL=6049.0 (5.7"x1.0")
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CL=6047.5 (5.7"x1.0")
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INTEGRAL FOREBAY DETAIL E
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D
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TRICKLE CHANNEL
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NOT TO SCALE
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4'
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0.5'
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TYPICAL CONCRETE
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FLOWLINE
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6" CONCRETE
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WELL-SCREEN TRASH RACKS (FOR CIRCULAR ORIFICES) SHALL BE STAINLESS STEEL AND SHALL BE ATTACHED BY INTERMITTENT WELDS ALONG THE EDGE OF THE MOUNTING FRAME. STRUCTURAL DESIGN OF TRASH RACKS SHALL BE BASED ON FULL HYDROSTATIC HEAD WITH ZERO HEAD DOWNSTREAM OF THE RACK.
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ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
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TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER COATED AFTER GALVANIZING.
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TRASH RACKS SHALL BE DESIGNED SUCH THAT THE DIAGONAL DIMENSION OF EACH OPENING IS SMALLER THAN THE DIAMETER OF THE OUTLET PIPE.
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STRUCTURAL DESIGN OF TRASH RACKS SHALL BE BASED ON FULL HYDROSTATIC HEAD WITH ZERO HEAD DOWNSTREAM OF THE RACK.
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www.jpsengr.com
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D
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-
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E
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-
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6" CONCRETE ENERGY DISSIPATOR BAFFLE W/#4 BARS @ 12" O.C.E.W.
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C
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-
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FUTURE MAYBERRY DRIVE
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FUTURE LOCAL ROAD
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C
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%%uSPILLWAY SECTION
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1
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4
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10' BERM
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INV. EL.=6047.5
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(d =12")
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50
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TOP OF BANK=6057.0
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4
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1
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5'
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10'
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24" LAYER OF BURIED TYPE M RIPRAP
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SPILLWAY CREST TOP EL.=6054.0
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NOTE: SPILLWAY IS NORTH OF THE DISCHARGE PIPE
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OUTLET STRUCTURE
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EXISTING GRADE
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100 LF 18" HDPE @ 0.5%
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SCALE: 1"=10'
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B
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EPC COMMENTS
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JPS
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1/15/19
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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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TRACT M
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18" FES W/RIPRAP APRON INV OUT=6047.0
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SCALE: NTS
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FULL-SPECTRUM DETENTION POND C2.8 POND BOT. EL.=6046.0 100-YR WSL=6047.7 TOP EL.=6050.0 MIN. FSD VOL=0.31 AF DSN VOL=0.36 AF
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6050
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6054
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6054
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56+00
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57+00
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58+00
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59+00
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60+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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13+00
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SPRINGS RD.
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BOTTLE BRUSH ST.
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6050
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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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X
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43.38
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6054
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56+00
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57+00
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58+00
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59+00
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60+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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13+00
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SPRINGS RD.
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BOTTLE BRUSH ST.
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6050
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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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X
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43.38
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POND OUTLET STRUCTURE 18" INV OUT=6045.0
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A
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-
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42.6 LF 18" HDPE @ 0.5%
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10'W BERM
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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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SHEET:
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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. 1
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C1.06
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1/15/19
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090001
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UP&E
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N/A
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1"=50'
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BJJ
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1/15/19
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JPS
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JPS
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RMD
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POND C2.8
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PLAN & DETAILS
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N
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0
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40'
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40'
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80'
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ORIGINAL SCALE: 1"=40'
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CONTOUR INTERVAL=2'
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A
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2018 SUBMITTAL
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JPS
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8/22/18
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OUTLET PIPE (18" HDPE)
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FINISHED GRADE
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EMERGENCY SPILLWAY
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BURIED RIPRAP OVERTOPPING PROTECTION (3'Wx10'Lx2'D; TYPE M RIPRAP)
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GRATE EL=6047.3
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TUBULAR TRASH RACK ON 6" CENTERS, KLEMP CORPORATION (OR EQUAL) WITH 1-1/4" x 3/16" BEARING BARS SPACED 1-3/16" ON CENTER, CROSS RODS SPACED 2" ON CENTER
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WQCV ORIFICE PLATE
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CONCRETE CATCH BASIN (DOUBLE CDOT TYPE C-MODIFIED OR EQUAL)
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EL.=6048.0
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INV OUT=6045.0
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POND BOTTOM=6046.0
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TYPICAL DETENTION POND OUTLET STRUCTURE A
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SCALE: NTS
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ORIFICE PLATE AND TRASH RACK
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NTS
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1.
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2.
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OVERFLOW TRASH RACKS:
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3.
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4.
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2.
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EURV AND WQCV TRASH RACKS:
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1.
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STRUCTURAL STEEL CHANNEL
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FORMED INTO CONCRETE
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4'-0"
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%%UELEVATION
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DETAILS AND NOTES B
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ORIFICE PLATE NOTES: 1. MINIMIZE THE NUMBER OF COLUMNS. MINIMIZE THE NUMBER OF COLUMNS. 2. PROVIDE GASKET MATERIAL BETWEEN THE ORIFICE PLATE AND CONCRETE. PROVIDE GASKET MATERIAL BETWEEN THE ORIFICE PLATE AND CONCRETE. 3. BOLT PLATE TO CONCRETE 12" MAX. ON CENTER.BOLT PLATE TO CONCRETE 12" MAX. ON CENTER.
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B
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-
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2.5'
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MICROPOOL WSE=6045.0
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BOTTOM EL=6042.5
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2.5'
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2.5'
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6"
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6"
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6"
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4.0'
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6.5'
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5.0'
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OUTLET PIPE (18")
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PLAN VIEW
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NTS
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SECTION
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CONCRETE OPENING WIDTH=12"
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1/4" THICK STEEL ORIFICE PLATE
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12" CONCRETE OPENING
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MAX. 100-YR WSL=6047.7
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STAINLESS STEEL BOLTS OR INTERMITTANT WELDS, SEE UDFCD FIGURE OS-5 AND OS-6, SECTION B
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18" PLATE
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3"
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INV=6045.0
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EL=6045.43
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6"
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STEEL RESTRICTOR PLATE BOLTED TO INSIDE WALL OF OUTLET STRUCTURE
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RESTRICTOR PLATE DETAIL C
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SCALE: 1"=2'
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18" OUTLET PIPE
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3/4" EXPANSION ANCHORS
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RESTRICTOR PLATE
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C
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-
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VERTICAL TRASH SCREEN; ALUMINUM AMICO-KLEMP SR SERIES W/CROSS RODS 2" O.C.; ATTACH BY INTERMITTENT WELDS TO C8x18.75 AMERICAN STEEL CHANNEL FORMED INTO CONCRETE BOTTOM AND SIDES OF OPENING IN WALL
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TRICKLE CHANNEL INV IN=6045.0
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CL=6046.19 (7/8" DIA)
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EL=6047.3
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B
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-
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BOT EL=6042.5
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TOP OF BERM EL.=6050.0
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CL=6045.55 (7/8" DIA)
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CL=6045.0 (7/8" DIA)
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WELL-SCREEN TRASH RACKS (FOR CIRCULAR ORIFICES) SHALL BE STAINLESS STEEL AND SHALL BE ATTACHED BY INTERMITTENT WELDS ALONG THE EDGE OF THE MOUNTING FRAME. STRUCTURAL DESIGN OF TRASH RACKS SHALL BE BASED ON FULL HYDROSTATIC HEAD WITH ZERO HEAD DOWNSTREAM OF THE RACK.
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ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
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TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER COATED AFTER GALVANIZING.
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TRASH RACKS SHALL BE DESIGNED SUCH THAT THE DIAGONAL DIMENSION OF EACH OPENING IS SMALLER THAN THE DIAMETER OF THE OUTLET PIPE.
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STRUCTURAL DESIGN OF TRASH RACKS SHALL BE BASED ON FULL HYDROSTATIC HEAD WITH ZERO HEAD DOWNSTREAM OF THE RACK.
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www.jpsengr.com
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E
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-
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FUTURE MAYBERRY DRIVE
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B
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EPC COMMENTS
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JPS
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1/15/19
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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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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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SHEET:
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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. 1
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C2.1
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1/14/19
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090001
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UP&E
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N/A
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N/A
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BJJ
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1/15/19
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JPS
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JPS
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BJJ
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LOT GRADING NOTES
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& DETAILS
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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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BREAKPOINT (TYP.)
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DIRECTION OF FLOW (TYP.)
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%%uLOT DRAINAGE TYPES
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N.T.S.
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P
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L
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P
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L
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P
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L
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P
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L
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TYPE T
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TYPE A
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N.T.S.
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%%uTYPICAL LOT SECTION DETAIL
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2% MIN.
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LOT AREA IN SLOPE < 10%
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2% MIN.
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P
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L
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L
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P
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TYPE "A"
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TYPE "B"
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%%UNOTE:
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PROTECTIVE SLOPE (TYP.)
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L
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P
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2% MIN.
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%%UNOTES:
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1. LOT GRADING & DRAINAGE IS THE RESPONSIBILITY OF THE INDIVIDUAL LOT BUILDERS & OWNERS. 2. INDIVIDUAL BUILDERS SHALL PROVIDE POSITIVE DRAINAGE WITHIN EACH LOT AND ACCOUNT FOR POTENTIAL CROSS-LOT DRAINAGE ON DOWNGRADIENT LOTS. 3. FINAL GRADING TO COMPLY WITH H.U.D. STANDARDS CONTAINED IN SECTION 310 AND 602 OF THE MINIMUM PROPERTY STANDARDS (MPS) 4900.1, HANDBOOK 4140.3 CHG (DATA SHEET 79g), IF APPLICABLE, AND ALL LEGAL STANDARDS.
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FINAL GRADING TO COMPLY WITH H.U.D. STANDARDS CONTAINED IN SECTION 310 AND 602 OF THE MINIMUM PROPERTY STANDARDS (MPS) 4900.1, HANDBOOK 4140.3 CHG (DATA SHEET 79g), IF APPLICABLE, AND ALL LEGAL STANDARDS.
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TYPE B & TYPE W/O
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TYPICAL SIDE/REAR LOT SWALE
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A
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1' MIN.
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3
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1
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3
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1
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GRASS LINING
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OF HOUSE CONSTRUCTION
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FINAL GRADE AT THE TIME
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2% MIN
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2% MIN
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2% MIN
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FINAL GRADE AT THE TIME
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OF HOUSE CONSTRUCTION
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OF HOUSE CONSTRUCTION
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FINAL GRADE AT THE TIME
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2% MIN
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2% MIN
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ELEV = 0.00
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ELEV = 0.00
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2% MIN
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VARIES
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SLOPE
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8% MAX
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3:1
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IF NEEDED
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VARIES
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ELEV = 0.00
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0%
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ELEV = 0.00
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VARIES
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8% MAX
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SLOPE
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2% MIN
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3:1
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2% MIN
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SLOPE
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VARIES
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IF NEEDED
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0%
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%%UTYPICAL "B" LOT
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P
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L
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SCALE: 1"=20'
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65'
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25' MIN
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L
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P
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P
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L
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VARIES
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65'
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L
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P
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SCALE: 1"=20'
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%%UTYPICAL "A" LOT
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8% MAX
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VARIES
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ELEV = 0.00
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P
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L
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25' MIN
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45'
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SCALE: 1"=20'
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L
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P
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%%UTYPICAL "WALK-OUT" LOT - "C" LOT
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24'
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3:1
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ELEV = -8.00
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0%
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ELEV = 0.00
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B
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TYPICAL BUILDING DRAINAGE DETAIL
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6" MINIMUM CLEARANCE
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5.0% MIN.
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10'*
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6" MIN.
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TOP OF CONCRETE (TC) EL
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NOTES: 1. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. (PER IBC 1804.3) 2. AT PAVED AREAS PROVIDE A MINIMUM 2.0% SLOPE AWAY FROM THE BUILDING FOR THE FIRST 10 FEET OF HORIZONTAL DISTANCE.
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*
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*
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2.0% MIN.
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N.T.S.
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N.T.S.
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NOTE: BUILDERS AND OWNERS SHALL BUILDERS AND OWNERS SHALL MAINTAIN PROPER PROTECTIVE SLOPES & SIDE/REAR LOT SWALES DURING AND AFTER HOME CONSTRUCTION.
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A
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FINAL PLAT SUBMITTAL
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4/19/06
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JPS
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B
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EPC COMMENTS
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1/15/19
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JPS
20 21 2218 191716
98 9597 96
90 91 92 93 94
1314
15
20 21 2218 191716
98 9597 96
90 91 92 93 94
1314
15
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STA: 41+56.77, CATTLEMEN RUN =
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STA: 13+11.19, CHANNEL C1
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ELEV.=6066.23
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STA: 48+45.68, VILLAGE MAIN STREET =
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STA: 17+72.92, CHANNEL C1
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ELEV.=6059.69
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STA: 48+33.68, MAYBERRY DRIVE =
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STA: 21+08.08, CHANNEL C1
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ELEV.=6055.41
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CUT=11.0'
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8" INV. OUT(S)=6054.78
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STA: 13+16.19, 35.68 LT.
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SSMH#A9 RIM=6065.78
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228.86 LF 8" PVC SS @ 2.22%%%
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8" INV. IN(W)=6055.08
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8" INV. OUT(S)=6047.16
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STA: 17+77.97, 21.51 LT.
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CUT=12.2'
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8" INV. IN(N)=6047.26
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SSMH#B9
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RIM=6059.36
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312.00 LF 8" PVC SS @ 0.97%
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8" INV. OUT(S)=6049.61
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CUT=11.0'
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STA: 15+45.05, 14.18 LT.
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SSMH#A9.2 RIM=6060.00
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8" INV. IN(N)=6049.71
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230.87 LF 8" PVC SS @ 1.02%
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8" INV. IN(N)=6044.13
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8" INV. OUT(E)=6043.83
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CUT=11.0'
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STA: 20+95.35, 31.76 LT.
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SSMH#C9
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RIM=6054.83
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8" INV. IN(W)=6043.93
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STA: 12+56.96, INV.=6060.50
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STA: 17+18.69, INV.=6053.96
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STA: 18+29.37, INV.=6053.40
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STA: 21+85.47, INV.=6049.32
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HGL (Q =9.6 CFS)
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5
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HGL (Q =9.6 CFS)
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5
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CULVERT C1.9
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131.16 LF 30" RCP SD @ 0.50%
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STA: 13+67.64, INV.=6059.94
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STA: 20+28.16, INV.=6049.98
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1.4%%%
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STA 11+00.00 MATCH INTO EXISTING DRAINAGE SWALE
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CULVERT C1.6 110.68 LF 30" RCP SD @ 0.50%
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STA: 16+00.00, TOP=6056.69, BOT=6055.62
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CHECK STRUCTURE
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1.4%%%
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CHECK STRUCTURE
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STA: 19+00.00, TOP=6052.44, BOT=6051.80
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1.4%%%
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1.4%%%
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PROPOSED GRADE
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EXISTING GRADE
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CULVERT C1.1 110.68 LF 30" RCP SD @ 0.50%
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HGL (Q =9.6 CFS)
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5
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100-YR HGL
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100-YR HGL
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100-YR HGL
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100-YR HGL
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100
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100-YR HGL (Q =64.0 CFS)
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STA: 41+56.77, CATTLEMEN RUN =
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STA: 13+11.19, CHANNEL C1
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ELEV.=6066.23
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STA: 48+45.68, VILLAGE MAIN STREET =
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STA: 17+72.92, CHANNEL C1
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ELEV.=6059.69
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STA: 48+33.68, MAYBERRY DRIVE =
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STA: 21+08.08, CHANNEL C1
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ELEV.=6055.41
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CUT=11.0'
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8" INV. OUT(S)=6054.78
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STA: 13+16.19, 35.68 LT.
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SSMH#A9 RIM=6065.78
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228.86 LF 8" PVC SS @ 2.22%%%
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8" INV. IN(W)=6055.08
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8" INV. OUT(S)=6047.16
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STA: 17+77.97, 21.51 LT.
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CUT=12.2'
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8" INV. IN(N)=6047.26
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SSMH#B9
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RIM=6059.36
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312.00 LF 8" PVC SS @ 0.97%
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8" INV. OUT(S)=6049.61
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CUT=11.0'
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STA: 15+45.05, 14.18 LT.
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SSMH#A9.2 RIM=6060.00
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8" INV. IN(N)=6049.71
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230.87 LF 8" PVC SS @ 1.02%
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8" INV. IN(N)=6044.13
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8" INV. OUT(E)=6043.83
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CUT=11.0'
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STA: 20+95.35, 31.76 LT.
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SSMH#C9
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RIM=6054.83
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8" INV. IN(W)=6043.93
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STA: 12+56.96, INV.=6060.50
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STA: 17+18.69, INV.=6053.96
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STA: 18+29.37, INV.=6053.40
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STA: 21+85.47, INV.=6049.32
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HGL (Q =9.6 CFS)
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5
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HGL (Q =9.6 CFS)
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5
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CULVERT C1.9
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131.16 LF 30" RCP SD @ 0.50%
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STA: 13+67.64, INV.=6059.94
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STA: 20+28.16, INV.=6049.98
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1.4%%%
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STA 11+00.00 MATCH INTO EXISTING DRAINAGE SWALE
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CULVERT C1.6 110.68 LF 30" RCP SD @ 0.50%
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STA: 16+00.00, TOP=6056.69, BOT=6055.62
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1.4%%%
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STA: 19+00.00, TOP=6052.44, BOT=6051.80
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1.4%%%
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1.4%%%
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PROPOSED GRADE
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EXISTING GRADE
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CULVERT C1.1 110.68 LF 30" RCP SD @ 0.50%
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HGL (Q =9.6 CFS)
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5
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100-YR HGL
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100-YR HGL
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100-YR HGL
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100-YR HGL
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100
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100-YR HGL (Q =64.0 CFS)
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TRAIL
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BERM
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TRAIL
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SSMH #B9
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SSMH #C9
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6060
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46+00
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47+00
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48+00
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49+00
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50+00
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46+00
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47+00
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48+00
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49+00
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50+00
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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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10+00
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11+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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39+00
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40+00
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41+00
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42+00
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43+00
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BLANKET FLOWER ST.
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ALLEY 4
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ALLEY 5
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H
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Y
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D
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TRACT 25
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H
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Y
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D
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6072
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6070
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6066
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6062
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6058
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6058
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6056
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6068
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6057
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6049
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6049
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6057
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6057
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55.38
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X
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54.83
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X
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49.98
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X
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6054
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6056
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6056
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6056
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4:1
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4:1
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4:1
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4:1
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10+00
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11+00
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12+00
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PC = 11+14.04
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6050
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6050
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6054
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6056
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6058
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6058
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6058
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6058
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X
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60.62
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6066
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6060
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6064
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MAYBERRY DRIVE
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X
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6048.25
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SD 60
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SD 60
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6050
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6050
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6052
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6054
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6056
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6056
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6054
AutoCAD SHX Text
6052
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
12+00
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
6060
AutoCAD SHX Text
6062
AutoCAD SHX Text
6066
AutoCAD SHX Text
6064
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
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
60+00
AutoCAD SHX Text
61+00
AutoCAD SHX Text
62+00
AutoCAD SHX Text
63+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+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
39+00
AutoCAD SHX Text
40+00
AutoCAD SHX Text
41+00
AutoCAD SHX Text
42+00
AutoCAD SHX Text
43+00
AutoCAD SHX Text
BLANKET FLOWER ST.
AutoCAD SHX Text
ALLEY 4
AutoCAD SHX Text
ALLEY 5
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
TRACT 25
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
6072
AutoCAD SHX Text
6070
AutoCAD SHX Text
6066
AutoCAD SHX Text
6062
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6068
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+00
AutoCAD SHX Text
12+00
AutoCAD SHX Text
PC = 11+14.04
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
X
AutoCAD SHX Text
60.62
AutoCAD SHX Text
6066
AutoCAD SHX Text
6060
AutoCAD SHX Text
6064
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
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
12+00
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
A
AutoCAD SHX Text
CH2
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
MODIFIED BY:
AutoCAD SHX Text
LAST MODIFIED:
AutoCAD SHX Text
VERT. SCALE:
AutoCAD SHX Text
HORZ. SCALE:
AutoCAD SHX Text
SURVEYED:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
CREATED:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
No.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
19 E. Willamette Ave.
AutoCAD SHX Text
Colorado Springs, CO
AutoCAD SHX Text
80903
AutoCAD SHX Text
PH: 719-477-9429
AutoCAD SHX Text
FAX: 719-471-0766
AutoCAD SHX Text
ELLICOTT TOWN CENTER - FILING NO. 1
AutoCAD SHX Text
CH1
AutoCAD SHX Text
3/28/06
AutoCAD SHX Text
090001
AutoCAD SHX Text
UP&E
AutoCAD SHX Text
1"=5'
AutoCAD SHX Text
1"=50'
AutoCAD SHX Text
BJJ
AutoCAD SHX Text
1/15/19
AutoCAD SHX Text
JPS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
RMD
AutoCAD SHX Text
6065
AutoCAD SHX Text
6070
AutoCAD SHX Text
6075
AutoCAD SHX Text
11+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
12+00
AutoCAD SHX Text
10+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
CHANNEL C1
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
(STA: 10+00 TO STA: 22+00.00)
AutoCAD SHX Text
15+00
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
20+00
AutoCAD SHX Text
21+00
AutoCAD SHX Text
6055
AutoCAD SHX Text
MATCH LINE STA 22+00.00
AutoCAD SHX Text
(SEE SHEET CH2)
AutoCAD SHX Text
MATCH LINE STA 22+00.00
AutoCAD SHX Text
(SEE SHEET CH2)
AutoCAD SHX Text
6060
AutoCAD SHX Text
6065
AutoCAD SHX Text
6070
AutoCAD SHX Text
6075
AutoCAD SHX Text
6055
AutoCAD SHX Text
6060
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
22+00
AutoCAD SHX Text
6045
AutoCAD SHX Text
6040
AutoCAD SHX Text
6045
AutoCAD SHX Text
6040
AutoCAD SHX Text
6080
AutoCAD SHX Text
6080
AutoCAD SHX Text
A
AutoCAD SHX Text
FINAL PLAT SUBMITTAL
AutoCAD SHX Text
JPS
AutoCAD SHX Text
4/19/06
AutoCAD SHX Text
PROPOSED DETENTION POND C1
AutoCAD SHX Text
PROPOSED CULVERT C1.9
AutoCAD SHX Text
B
AutoCAD SHX Text
2018 SUBMITTAL
AutoCAD SHX Text
JPS
AutoCAD SHX Text
8/22/18
AutoCAD SHX Text
PROPOSED CULVERT C1.6
AutoCAD SHX Text
END FIL. NO. 1 ROAD PAVING IMPROVEMENTS
AutoCAD SHX Text
PROPOSED CULVERT C1.1
AutoCAD SHX Text
PROPOSED CHANNEL C1
AutoCAD SHX Text
FUTURE FILING
AutoCAD SHX Text
65'
AutoCAD SHX Text
PROPOSED SD-C1.9
AutoCAD SHX Text
FILING NO. 1
AutoCAD SHX Text
C
AutoCAD SHX Text
EPC COMMENTS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
1/15/19
AutoCAD SHX Text
MEMBER UTILITIES.
AutoCAD SHX Text
CENTER OF COLORADO
AutoCAD SHX Text
CALL UTILITY NOTIFICATION
AutoCAD SHX Text
1-800-922-1987
AutoCAD SHX Text
BEFORE YOU DIG, GRADE, OR EXCAVATE
AutoCAD SHX Text
FOR THE MARKING OF UNDERGROUND
AutoCAD SHX Text
%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
AutoCAD SHX Text
SSMH #A9
AutoCAD SHX Text
SSMH #A9.2
AutoCAD SHX Text
PROPOSED CHANNEL C4
FU
TU
RE
SP
RIN
GS
R
OA
D
98
95
97
96
91
92
93
94
FU
TU
RE
SP
RIN
GS
R
OA
D
98
95
97
96
91
92
93
94
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
EXISTING CHANNEL CENTERLINE GRADE
AutoCAD SHX Text
PROPOSED CHANNEL CENTERLINE GRADE
AutoCAD SHX Text
STA 10+00.00 30" FES BEGIN CHANNEL INV=6049.32
AutoCAD SHX Text
0.15%%%
AutoCAD SHX Text
STA 12+29.02 18" POND OUTLET PIPE INV=6047.0 CHANNEL INV=6046.76
AutoCAD SHX Text
STA 19+00.00 INV=6046.00 MATCH EXISTING
AutoCAD SHX Text
1.0%%%
AutoCAD SHX Text
EXISTING CHANNEL CENTERLINE GRADE
AutoCAD SHX Text
PROPOSED CHANNEL CENTERLINE GRADE
AutoCAD SHX Text
STA 10+00.00 30" FES BEGIN CHANNEL INV=6049.32
AutoCAD SHX Text
0.15%%%
AutoCAD SHX Text
STA 12+29.02 18" POND OUTLET PIPE INV=6047.0 CHANNEL INV=6046.76
AutoCAD SHX Text
STA 19+00.00 INV=6046.00 MATCH EXISTING
AutoCAD SHX Text
S89°36'04"E 1308.58'
AutoCAD SHX Text
6060
AutoCAD SHX Text
6040
AutoCAD SHX Text
6050
AutoCAD SHX Text
6040
AutoCAD SHX Text
6054
AutoCAD SHX Text
6042
AutoCAD SHX Text
6042
AutoCAD SHX Text
6046
AutoCAD SHX Text
6046
AutoCAD SHX Text
6028
AutoCAD SHX Text
6034
AutoCAD SHX Text
6056
AutoCAD SHX Text
6042
AutoCAD SHX Text
ALLEY 5
AutoCAD SHX Text
SAND REED DR.
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+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
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
PC = 11+14.04
AutoCAD SHX Text
PT = 16+06.41
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
6060
AutoCAD SHX Text
6062
AutoCAD SHX Text
FUTURE DETENTION POND D
AutoCAD SHX Text
PROPOSED CHANNEL C4 TO DAYLIGHT
AutoCAD SHX Text
PROPOSED DETENTION POND C1
AutoCAD SHX Text
ALLEY 5
AutoCAD SHX Text
SAND REED DR.
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6056
AutoCAD SHX Text
6057
AutoCAD SHX Text
6049
AutoCAD SHX Text
6049
AutoCAD SHX Text
6057
AutoCAD SHX Text
6057
AutoCAD SHX Text
6048
AutoCAD SHX Text
6048
AutoCAD SHX Text
55.38
AutoCAD SHX Text
X
AutoCAD SHX Text
54.83
AutoCAD SHX Text
X
AutoCAD SHX Text
49.98
AutoCAD SHX Text
X
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6052
AutoCAD SHX Text
6052
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+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
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
PC = 11+14.04
AutoCAD SHX Text
PT = 16+06.41
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
6058
AutoCAD SHX Text
MAYBERRY DRIVE
AutoCAD SHX Text
X
AutoCAD SHX Text
6048.25
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
SD 60
AutoCAD SHX Text
6050
AutoCAD SHX Text
6050
AutoCAD SHX Text
6052
AutoCAD SHX Text
6054
AutoCAD SHX Text
6056
AutoCAD SHX Text
6056
AutoCAD SHX Text
6054
AutoCAD SHX Text
6052
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
PROPOSED CHANNEL C1
AutoCAD SHX Text
SCALE : NTS
AutoCAD SHX Text
TYPICAL CHANNEL SECTION A
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
B
AutoCAD SHX Text
2.0'
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
PROPOSED TURF-REINFORCEMENT MAT (NAG C350 OR EQUAL)
AutoCAD SHX Text
NOTE: B=8'; Z=4:1; D=2.5' UNLESS OTHERWISE NOTED
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
4:1
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
6030
AutoCAD SHX Text
6040
AutoCAD SHX Text
6050
AutoCAD SHX Text
6060
AutoCAD SHX Text
6070
AutoCAD SHX Text
6080
AutoCAD SHX Text
10+00
AutoCAD SHX Text
12+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
16+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
20+00
AutoCAD SHX Text
22+00
AutoCAD SHX Text
24+00
AutoCAD SHX Text
26+00
AutoCAD SHX Text
28+00
AutoCAD SHX Text
30+00
AutoCAD SHX Text
36+00
AutoCAD SHX Text
6020
AutoCAD SHX Text
32+00
AutoCAD SHX Text
34+00
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
MODIFIED BY:
AutoCAD SHX Text
LAST MODIFIED:
AutoCAD SHX Text
VERT. SCALE:
AutoCAD SHX Text
HORZ. SCALE:
AutoCAD SHX Text
SURVEYED:
AutoCAD SHX Text
PROJECT NO:
AutoCAD SHX Text
CREATED:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
No.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
19 E. Willamette Ave.
AutoCAD SHX Text
Colorado Springs, CO
AutoCAD SHX Text
80903
AutoCAD SHX Text
PH: 719-477-9429
AutoCAD SHX Text
FAX: 719-471-0766
AutoCAD SHX Text
ELLICOTT TOWN CENTER - FILING NO. 1
AutoCAD SHX Text
CH2
AutoCAD SHX Text
3/8/06
AutoCAD SHX Text
090001
AutoCAD SHX Text
UP&E
AutoCAD SHX Text
1"=10'
AutoCAD SHX Text
1"=100'
AutoCAD SHX Text
BJJ
AutoCAD SHX Text
1/15/19
AutoCAD SHX Text
JPS
AutoCAD SHX Text
JPS
AutoCAD SHX Text
RMD
AutoCAD SHX Text
CHANNEL C4
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
N
AutoCAD SHX Text
CONTOUR INTERVAL: 2'
AutoCAD SHX Text
SCALE: 1"=100'
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
0
AutoCAD SHX Text
(SEE SHEET CH1)
AutoCAD SHX Text
(SEE SHEET CH1)
AutoCAD SHX Text
A
AutoCAD SHX Text
2018 SUBMITTAL
AutoCAD SHX Text
8/22/18
AutoCAD SHX Text
JPS
AutoCAD SHX Text
STA 10+00.00 BEGIN CHANNEL
AutoCAD SHX Text
STA 19+00.00 END CHANNEL MATCH EXISTING GRADE
AutoCAD SHX Text
6030
AutoCAD SHX Text
6040
AutoCAD SHX Text
6050
AutoCAD SHX Text
6060
AutoCAD SHX Text
6070
AutoCAD SHX Text
6080
AutoCAD SHX Text
6020
AutoCAD SHX Text
B
AutoCAD SHX Text
EPC COMMENTS
AutoCAD SHX Text
1/15/19
AutoCAD SHX Text
JPS
AutoCAD SHX Text
EXISTING FLOW PATH
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text
MEMBER UTILITIES.
AutoCAD SHX Text
CENTER OF COLORADO
AutoCAD SHX Text
CALL UTILITY NOTIFICATION
AutoCAD SHX Text
1-800-922-1987
AutoCAD SHX Text
BEFORE YOU DIG, GRADE, OR EXCAVATE
AutoCAD SHX Text
FOR THE MARKING OF UNDERGROUND
AutoCAD SHX Text
%%UCALL%%U 2-BUSINESS DAYS IN ADVANCE
AutoCAD SHX Text
TRACT M
AutoCAD SHX Text
FUTURE FILING
