WATER SYSTEM IMPROVEMENTS CASCADE METROPOLITAN … · 2018. 7. 16. · plot configuration:...

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WATER SYSTEM IMPROVEMENTS CASCADE METROPOLITAN DISTRICT NO. 1 EROSION CONTROL PLANS G:\CASCADE METRO DIST\15061\300\002\15061002 FOR GEC.dwg, SHEET 1, 7/16/2018 9:47:05 AM, dmk, DWG To PDF.pc3, 1:1

Transcript of WATER SYSTEM IMPROVEMENTS CASCADE METROPOLITAN … · 2018. 7. 16. · plot configuration:...

Page 1: WATER SYSTEM IMPROVEMENTS CASCADE METROPOLITAN … · 2018. 7. 16. · plot configuration: gms-standard\⠀一伀 匀䌀刀䔀䔀一尩. cad filename: g:\尀䌀䄀匀䌀䄀䐀䔀

WATER SYSTEM IMPROVEMENTS

CASCADE METROPOLITAN DISTRICT NO. 1

EROSION CONTROL PLANS G

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BY: %%u %%u DATE: %%u %%u
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SHEET 1 OF 30
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GMS FILE No. %%u2810%%u
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PLOT CONFIGURATION: GMS-STANDARD(NO SCREEN)
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CAD FILENAME: G:\CASCADE METRO DISTRICT\15061\300\002\15061002.DWG13054002.DWG
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2018 GMS, INC.
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HWY 67
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COLORADO SPRINGS
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DIVIDE
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WOODLAND PARK
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VISTA
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BUENA
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I-70
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I-25
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I-70
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DENVER
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HWY 24
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LIMON
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LEADVILLE
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CITY
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CANON
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HWY 285
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CREEK
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SALIDA
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CRIPPLE
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%%u SITE MAP %%u
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N.T.S.
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TRINIDAD
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RATON
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WALSENBURG
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CUCHARA
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NEW MEXICO
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I-25
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%%u VICINITY MAP %%u
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NO SCALE
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PROJECT SITE
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STATE 12
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LA VETA
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U.S. 160
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STATE 10
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STATE HWY 69
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%%u DESCRIPTION %%u
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%%u DRAWING INDEX %%u
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%%USHEET NO.
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C
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COLORADO SPRINGS, COLORADO 80903
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611 NORTH WEBER, SUITE 300
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GMS, INC.
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JULY 2018
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U.S. HWY 24
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U.S. HWY 50
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CALHAN
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SIMLA
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24
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HWY
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U.S.
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STATE HWY 71
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STATE HWY 96
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CROWLEY
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ORDWAY
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LAS ANIMAS
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MANZANOLA
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ROCKY
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FORD
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PUEBLO
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JUNTA
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LA
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MICHAEL WHITTEMORE, DISTRICT PRESIDENT
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N
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N
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WESTCLIFFE
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GARDNER
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TEXAS CREEK
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FOR THE
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ER0SION CONTROL PLAN - SEGMENT 8a AND NOTES
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12
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EROSION CONTROL PLAN - SEGMENT 7b
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21
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BLUFF RD.
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OUTPOST ROAD
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HEIZER STREET
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MARRIOTT ROAD
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MARRIOTT ROAD
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HAGERMAN AVE.
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FOX RD.
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FOREST RD.
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N TOPEKA AVENUE
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N TOPEKA AVE.
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S TOPEKA AVENUE
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PYRAMID MOUNTAIN
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SEVERY AVE.
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GARDINER ROAD
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MESA ROAD
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MARRIOTT RD.
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EMPORIA AVENUE
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MARTINDALE AVE.
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PRAIRIE STREET
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FOUNTAIN AVENUE
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CHIPITA PINES
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PIKES PEAK HIGHWAY
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POPLAR ST.
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ASPENGLOW LANE
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PYRAMID MOUNTAIN ROAD
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RAMPART TERRACE
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CHIPITA PARK ROAD
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ROAD
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U.S. HIGHWAY 24
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U.S. HIGHWAY 24
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CHIPITA PARK ROAD
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PIKES PEAK HIGHWAY
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EL PASO COUNTY COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTY DESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND/ OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS AND/ OR ACCURACY OF THIS DOCUMENT. FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, DRAINAGE CRITERIA, AND ENGINEERING CRITERIA MANUAL AS AMENDED.
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BY:
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DATE:
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JENNIFER E. IRVINE, P.E., COUNTY ENGINEER / ECM ADMINISTRATOR
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ENGINEER'S STATEMENT: THIS GRADING AND EROSION CONTROL PLAN WAS PREPARED UNDER MY DIRECTION AND SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SAID PLAN HAS BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR GRADING AND EROSION CONTROL PLANS. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS ON MY PART IN PREPARING THIS PLAN.
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BY:
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DATE:
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OWNER'S STATEMENT: THE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE GRADING AND EROSION CONTROL PLAN.
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JASON D. MEYER
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FOR
Page 2: WATER SYSTEM IMPROVEMENTS CASCADE METROPOLITAN … · 2018. 7. 16. · plot configuration: gms-standard\⠀一伀 匀䌀刀䔀䔀一尩. cad filename: g:\尀䌀䄀匀䌀䄀䐀䔀

EROSION CONTROL NOTES:

1. CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM PLANNING AND COMMUNITY DEVELOPMENT (PCD) AND A PRECONSTRUCTION CONFERENCE IS HELD WITH PCD INSPECTIONS.

2. STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF ANY ON-SITE OR OFF SITE WATERS, INCLUDING WETLANDS.

3. NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS,

INCLUDING THE LAND DEVELOPMENT CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING.

4. A SEPARATE STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT SHALL BE COMPLETED AND AN EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP) ISSUED PRIOR TO COMMENCING CONSTRUCTION. DURING CONSTRUCTION THE SWMP IS THE RESPONSIBILITY OF THE DESIGNATED STORMWATER MANAGER, SHALL BE LOCATED

ON SITE AT ALL TIMES AND SHALL BE KEPT UP TO DATE WITH WORK PROGRESS AND CHANGES IN THE FIELD.

5. ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGE EROSION AND SEDIMENT CONTROL BMPS AS INDICATED ON THE GEC. A PRECONSTRUCTION MEETING BETWEEN THE CONTRACTOR, ENGINEER, AND EL PASO COUNTY WILL BE HELD PRIOR TO ANY CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE APPLICANT TO

COORDINATE THE MEETING TIME AND PLACE WITH COUNTY PCD INSPECTIONS STAFF.

6. SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER FINAL GRADING, OR FINAL EARTH DISTURBANCE, HAS BEEN COMPLETED. DISTURBED AREAS AND STOCKPILES WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER

THAN 30 DAYS SHALL ALSO BE MULCHED WITHIN 21 DAYS AFTER INTERIM GRADING. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN 60 DAYS SHALL ALSO BE SEEDED. ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND BMPS SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE

IMPLEMENTED AND ESTABLISHED.

7. TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT TO STANDARDS AND SPECIFICATION PRESCRIBED IN THE DCM VOLUME II AND THE ENGINEERING CRITERIA MANUAL (ECM) APPENDIX I.

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 DRAINAGE CRITERIA MANUAL (DCM) VOLUME II AND IN ACCORDANCE WITH THE STORMWATER

MANAGEMENT PLAN (SWMP).

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, THE SWMP AND THE DCM VOLUME II AND MAINTAINED THROUGHOUT THE DURATION OF THE EARTH DISTURBANCE

OPERATION.

10. ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. ALL DISTURBANCES SHALL BE DESIGNED, CONSTRUCTED, AND COMPLETED SO THAT THE EXPOSED AREA OF ANY DISTURBED LAND SHALL BE LIMITED TO THE SHORTEST PRACTICAL

PERIOD OF TIME.

11. 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.

12. CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THE SWMP. NO WASH WATER SHALL BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES.

13. EROSION CONTROL BLANKETING SHALL BE USED ON SLOPES STEEPER THAN 3:1.

14. BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED IN THE STREET, ALLEY, OR OTHER PUBLIC WAY, UNLESS IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. BMP'S MAY BE REQUIRED BY EL PASO COUNTY ENGINEERING IF DEEMED NECESSARY, BASED ON SPECIFIC

CONDITIONS AND CIRCUMSTANCES.

15. VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS TRACKED OFFSITE SHALL BE CLEANED UP AND PROPERLY DISPOSED OF IMMEDIATELY.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORY REQUIREMENTS. NO CONSTRUCTION DEBRIS, TREE SLASH, BUILDING MATERIAL WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURIED, DUMPED, OR DISCHARGED

AT THE SITE.

17. 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.

18. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE. ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS.

19. NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL IS GRANTED IN WRITING BY THE ECM ADMINISTRATOR. IN GRANTING THE USE OF SUCH CHEMICALS, SPECIAL CONDITIONS AND MONITORING MAY BE REQUIRED.

20. 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.

21. NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE CURB AND GUTTER OR IN THE DITCHLINE.

22. INDIVIDUALS SHALL COMPLY WITH THE “COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE “CLEAN WATER ACT” (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE ECM APPENDIX I. ALL APPROPRIATE PERMITS MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION

(NPDES, FLOODPLAIN, 404, FUGITIVE DUST, ETC.). IN THE EVENT OF CONFLICTS BETWEEN THESE REQUIREMENTS AND LAWS, RULES, OR REGULATIONS OF OTHER FEDERAL, STATE, OR COUNTY AGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL APPLY.

23. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS.

24. PRIOR TO ACTUAL CONSTRUCTION THE PERMITTEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES.

25. A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND.

26. THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY ENTECH ENGINEERING INC. AND SHALL BE CONSIDERED A PART OF THESE PLANS.

27. AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 ACRE OR MORE, THE OWNER OR OPERATOR OF CONSTRUCTION ACTIVITY SHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY

DIVISION. THE APPLICATION CONTAINS CERTIFICATION OF COMPLETION OF A STORMWATER MANAGEMENT PLAN (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL PLAN MAY BE A PART. FOR INFORMATION OR APPLICATION MATERIALS CONTACT:

COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT

WATER QUALITY CONTROL DIVISION

WQCD - PERMITS

4300 CHERRY CREEK DRIVE SOUTH

DENVER, CO 80246-1530

ATTN: PERMITS UNIT

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PB
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PB
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PB
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PB
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E
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E
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E
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E
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PB
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E
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E
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E
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E
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E
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E
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E
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E
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7330
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7325
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7320
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7325
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7320
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7350
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7340
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7335
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7330
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7325
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7325
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7320
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7320
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USED FOR ANY OTHER
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PRODUCED, MODIFIED OR
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AND IS NOT TO BE RE-
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PROPERTY OF GMS, INC.,
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THIS DRAWING IS THE
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PROJECT OR EXTENSION
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BY AGREEMENT WITH THIS
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OF THIS PROJECT EXCEPT
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COMPANY.
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C
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DRAWN
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DATE
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PROJECT NO.
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DESIGNED
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CHECKED
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GMS FILE NO.
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SHEET
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OF
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GMS, INC.
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COLORADO SPRINGS, COLORADO 80903
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611 N. WEBER, SUITE 300
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CONSULTING ENGINEERS
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EROSION CONTROL PLAN- SEGMENT 8a & NOTES
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WATER SYSTEM IMPROVEMENTS
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CASCADE METROPOLITAN DISTRICT NO. 1
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KLW
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KLW
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EDM
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FEBRUARY 2017
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15061.300
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2810
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12
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30
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FILENAME: G:\CASCADE METRO DIST\15061\300\012\15061012-EROSION CONTROL.DWG
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2017 GMS, INC.
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N
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STATION 8+50
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SHEET 10
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MATCH LINE
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REFER TO
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0'
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30'
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60'
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SCALE: HORIZ. 1" = 30'
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STATION 15+50
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SHEET 13
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MATCH LINE
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REFER TO
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41
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37
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10
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8"W
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8"W
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8"W
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6"W
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STA. 8+83.82 - NEW 8" 45° BEND
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STA. 9+03.64 - NEW 8" 45° BEND
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STA. 9+87 - BEGIN 16" STEEL CASING
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EXISTING 2" WATER LINE CROSSING TO BE ABANDONED
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STA. 12+11.62 - NEW 8" 45° BEND
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STA. 12+40.24 - NEW 8" 45° BEND
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UNDERGROUND TELEPHONE CROSSING
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FIBER OPTIC CROSSING
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28" CSU WATER MAIN CROSSING
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GAS MAIN CROSSING
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9+00
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9+60
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10+20
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10+80
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11+40
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7310
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7300
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7330
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7320
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611
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B1-3
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612
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613
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614
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NEW CURB STOP
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NEW 1" SERVICE CONNECTION. INSTALL 5 L.F. COPPER SERVICE LINE TO CURB STOP. FROM CURB STOP INSTALL 48 L.F. OF HDPE SERVICE LINE BY DIRECTIONAL DRILL
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GAS MAIN CROSSING
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UNDERGROUND TELEPHONE CROSSING
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STA. 13+36 - NEW 8"x6" REDUCER
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STA. 13+39 - NEW 6"x6" TEE, 6" GATE VALVE w/RISER SOUTH AND WEST, 13 L.F. OF 6" LATERAL PIPING AND 6" HYDRANT ASSEMBLY (HYDRANT COLORS- BARREL: YELLOW, BONNET: FORD BLUE)
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A5-3
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B1-3
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NEW 3/4" SERVICE CONNECTION AND 31 L.F. OF SERVICE LINE
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UTE PASS AVENUE
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STA 14+96.62 - ANGLE POINT, DEFLECT RIGHT 4°
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615
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7340
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STA. 8+83.82 - 8" 45° HORIZONTAL BEND, VERTICAL GRADE BREAK,INVERT ELEV. = 7340.7
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611
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STA. 9+84.47 - NEW 45° VERTICAL BENDINVERT ELEV. = 7309.7
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STA. 9+87.00 - BEGIN 16" STEEL CASING INVERT ELEV. = 7309.7
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STA. 10+97 - END 16" STEEL CASING INVERT ELEV. = 7309.7
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STA. 11+00.47 - NEW 45° VERTICAL BENDINVERT ELEV. = 7309.7
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A4-6
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A4-6
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-5.9%
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-10.3%
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-100%
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0.0%
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100%
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0.0%
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EXISTING GROUND SURFACE PROFILE, TYP.
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STA. 9+03.64 - 8" 45° HORIZONTAL BEND
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612
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STA. 9+61.46 - NEW 45° VERTICAL BENDINVERT ELEV. = 7332.7
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A4-6
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STA. 11+10.58 - NEW 45° VERTICAL BENDINVERT ELEV. = 7319.8
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A4-6
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EXISTING 3" WATER LINE CROSSING
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7350
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7310
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7300
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7350
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STA. 10+97 - END 16" STEEL CASING
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SAWCUT, REMOVE AND REPLACE ASPHALT SURFACING. MAXIMUM PAY WIDTH = 4' EITHER SIDE OF NEW WATER MAIN. SEE ASPHALT REPLACEMENT MAP SHT. 27.
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A
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12
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%%uPROFILE- SEGMENT 8a %%u
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SCALE: 1" = 30' HORIZ., 1" = 5' VERT.
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FOUNTAIN CREEK
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16" BORE AND CASED STEEL PIPE W/ 8" PVC CARRIER PIPE
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EXISTING 2" WATER LINE CROSSING
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STRIP, STOCKPILE, AND REINSTALL TOPSOIL. SEEDING REQUIRED, TYP.
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16" BORE AND CASE STEEL CASING PIPE. SEE PROFILE BELOW.
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SAWCUT, REMOVE AND REPLACE ASPHALT SURFACING. MAXIMUM PAY WIDTH = 4' EITHER SIDE OF NEW WATER MAIN AND 1.5' ON EITHER SIDE OF NEW WATER SERVICE LINES. SEE ASPHALT REPLACEMENT MAP SHT. 27.
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%%USEGMENT 8a
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NEW CURB STOP
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NEW 6" PVC WATER MAIN
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6"W
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NEW 8" PVC WATER MAIN
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NEW CURB STOP
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B1-3
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NEW 3/4" SERVICE CONNECTION AND 29 L.F. OF SERVICE LINE
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SOIL BORING NO. 4
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UNDERGROUND TELEPHONE CROSSING
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UNDERGROUND TELEPHONE CROSSING
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DATE OF LATEST REVISION: 01-09-2018 - REVISED TO REFLECT REDUCED SCOPE OF WORK PER NEGOTIATED CONTRACT
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EXTENT OF 100-YEAR FLOODPLAIN (FLOODPLAIN FILLS ENTIRE VIEWED AREA)
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EDGE OF EASEMENT EASEMENT GRANTED FROM PROPERTY OWNER (SCHEDULE 8326200079)
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NOTES: THE 100-YEAR FLOODPLAIN FOR FOUNTAIN CREEK EXTENDS OVER THE ENTIRE VIEWABLE AREA EXCEPT WHERE NOTED ON SOUTHWEST SIDE OF AREA SHOWN. THE SOIL STOCKPILE WILL BE ON THE STOCKYARD PROPERTY WHICH IS NOT VIEWABLE ON THIS SHEET. THE STOCKPILE LOCATION WILL BE GREATER THAN 50-FEET FROM FOUNTAIN CREEK.
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EDGE OF ROW
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EDGE OF ROW
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OPEN CUT
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SEDIMENT CONTROL LOGS PERIMETER CONTROL
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SEDIMENT CONTROL LOGS AT THE TOE OF THE EXCAVATION
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SEDIMENT CONTROL LOGS AT THE TOE OF THE EXCAVATION
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ALL VEGETATION IS NATIVE GRASS.
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LIMITS OF DISTURBANCE
Page 3: WATER SYSTEM IMPROVEMENTS CASCADE METROPOLITAN … · 2018. 7. 16. · plot configuration: gms-standard\⠀一伀 匀䌀刀䔀䔀一尩. cad filename: g:\尀䌀䄀匀䌀䄀䐀䔀

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W
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7455
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7475
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EOP Sta = 0+69.5400
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T
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USED FOR ANY OTHER
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PRODUCED, MODIFIED OR
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AND IS NOT TO BE RE-
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PROPERTY OF GMS, INC.,
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THIS DRAWING IS THE
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PROJECT OR EXTENSION
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BY AGREEMENT WITH THIS
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OF THIS PROJECT EXCEPT
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COMPANY.
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C
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DRAWN
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DATE
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PROJECT NO.
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DESIGNED
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CHECKED
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GMS FILE NO.
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SHEET
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OF
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GMS, INC.
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COLORADO SPRINGS, COLORADO 80903
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611 N. WEBER, SUITE 300
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CONSULTING ENGINEERS
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EROSION CONTROL PLAN - SEGMENT 7b
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WATER SYSTEM IMPROVEMENTS
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CASCADE METROPOLITAN DISTRICT NO. 1
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DMK
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KLW
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EDM
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FEBRUARY 2017
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15061.300
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2810
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21
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30
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FILENAME: G:\CASCADE METRO DIST\15061\300\021\15061021-EROSION CONTROL.DWG
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PLOT STYLE FILE: 1050C_65SCREEN.CTB
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XREF FILENAME: G:\CASCADE METRO DIST\15061\300\001\15061001.DWG
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2017 GMS, INC.
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N
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0'
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30'
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60'
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SCALE: HORIZ. 1" = 30'
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VERT. 1" = 5'
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34
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STA. 0+00 SEGMENT 7b SOUTH= STA. 7+89.55 SEGMENT 3c NEW 6"x6" TEE, 6" GATE VALVES w/RISER BOXES NORTH, SOUTH AND WEST, 8"x6" REDUCER EAST
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0+00
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SEGMENT 7b
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0+60
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1+20
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1+80
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2+40
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7430
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7420
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7450
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7440
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637
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PARK STREET
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6"W
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STA. 0+82.92- NEW 6" 22.5° AND 11.25° BENDS.CONNECT BENDS TOGETHER WITH A FOSTER ADAPTER. RESTRAIN ALL JOINTS 7 FEET AND MINIMUM 1 BELL HARNESS RESTRAINT EITHER SIDE OF BENDS.
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651
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STA. 1+09.27- NEW 6" 45° BEND
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652
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STA. 1+33.01- NEW 6" 45° BEND
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653
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STA. 2+49.14- NEW 6" 22.5° AND 11.25° BENDS.CONNECT BENDS TOGETHER WITH A FOSTER ADAPTER. RESTRAIN ALL JOINTS 10 FEET AND MINIMUM 1 BELL HARNESS RESTRAINT EITHER SIDE OF BENDS.
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654
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STA. 2+52.14 - 6"x4" REDUCER, 4" PUP, AND 4" LONG BODY SOLID SLEEVE COUPLING FOR CONNECTION TO EXISTING 4" WATER LINE
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4" EXISTING WATER LINE CROSSING (TO BE ABANDONED)
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3" EXISTING WATER LINE CROSSING (TO BE ABANDONED)
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6"W
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6"W
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7460
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STA. 0+00 SEGMENT 7b = STA. 0+00 SEGMENT 3a INVERT ELEV. = 7461.86
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637
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8.18%
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12.99%
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7.58%
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100%
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0%
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100%
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0%
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STA. 0+30.77 - GRADE BREAK INVERT ELEV. = 7459.34
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STA. 0+82.92 - HORIZONTAL BEND, 22.5° AND 11.25° BENDS CONNECTED WITH FOSTER ADAPTER.RESTRAIN ALL JOINTS 7 FEET AND MINIMUM 1 BELL HARNESS RESTRAINT EITHER SIDE OF BENDS. INVERT ELEV. = 7448.85
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STA. 1+09.27 - 45° HORIZONTAL BENDINVERT ELEV. 7448.56
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A4-6
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651
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STA. 1+11.49 - GRADE BREAK INVERT ELEV. = 7448.85
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652
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STA. 1+33.01 - 45° HORIZONTAL BENDINVERT ELEV. = 7447.22
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653
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STA. 1+38.00 - 45° VERTICAL BENDINVERT ELEV. = 7446.84
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STA. 1+53.34 - 45° VERTICAL BENDINVERT ELEV. = 7431.50
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STA. 1+56.00 - BEGIN 12" CASING W/6" CARRIER PIPE INV:7431.50
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STA. 2+26.00 - END 12" CASING INV:7431.50
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STA. 2+28.88 - 45° VERTICAL BENDINVERT ELEV. = 7431.50
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STA. 2+37.38 - 45° VERTICAL BENDINVERT ELEV. = 7440.00
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STA. 2+49.14 - 22.5° AND 11.25° BENDS W/FOSTER ADAPTER.SEE NOTE IN PLAN. INVERT ELEV. = 7440.00
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654
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A4-6
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A4-6
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A4-6
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EXISTING GROUND SURFACE PROFILE, TYP.
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42
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SEGMENT 7a REFER TO SHEET 11
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7430
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7420
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7450
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7440
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7460
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MARTINDALE AVE.
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STA. 2+52.14 - 6"x4" REDUCER. CONNECT TO EXISTING 4" WATER LINE
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CASCADE CREEK
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STA. 2+26 END 12" STEEL PIPE ENCASEMENT
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STA. 1+56 BEGIN 12" STEEL PIPE ENCASEMENT
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12" STEEL CASING PIPE
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NEW 6" PVC WATER MAIN
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SEGMENT 3c REFER TO SHEET 11
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STRIP, STOCKPILE, AND REINSTALL TOPSOIL. SEEDING REQUIRED, TYP.
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SAWCUT, REMOVE AND REPLACE ASPHALT SURFACING. MAXIMUM PAY WIDTH = 4' EITHER SIDE OF NEW WATER MAIN AND 1.5' ON EITHER SIDE OF NEW WATER SERVICE LINES. SEE ASPHALT REPLACEMENT MAP SHT. 27.
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CASCADE CREEK
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EXISTING PUMP HOUSE TO BE ABANDONED BY OTHERS
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SOIL BORING NO. 12
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STA. 1+14.44- NEW 6" GATE VALVE WITH RISER BOX
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STA. 2+43.56- NEW 6" GATE VALVE WITH RISER BOX
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STA. 2+43.56 - NEW 6" GATE VALVE WITH RISER BOX
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STA. 1+14.44 - NEW 6" GATE VALVE WITH RISER BOX
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DATE OF LATEST REVISION: 03-06-2018 - REVISED TO REFLECT REDUCED SCOPE OF WORK PER NEGOTIATED CONTRACT
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NOTES: FEMA HAS NOT DELINEATED A FLOODPLAIN FOR CASCADE CREEK; THEREFORE, NO FLOODPLAIN IS SHOWN. THE SOIL STOCKPILE WILL BE ON THE STOCKYARD PROPERTY WHICH IS NOT VIEWABLE ON THIS SHEET. THE STOCKPILE LOCATION WILL BE GREATER THAN 50-FEET FROM CASCADE CREEK.
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EDGE OF EASEMENT EASEMENT GRANTED FROM PROPERTY OWNER (SCHEDULE 8327105001)
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OPEN CUT
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SEDIMENT CONTROL LOGS AT THE TOE OF THE EXCAVATION
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ALL VEGETATION IS NATIVE GRASS.
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LIMITS OF DISTURBANCE
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