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38574 85768577857885798581858285838584858685878588858985918592859385948560856585708575858085858590859586008605861086158620862586308635855785588559856185628563856485668567856885698571857285738574857685778578857985818582858385848586858785888589859185928593859485968597859885998601860286038604860686078608860986118612861386148616861786188619862186228623862486268627862886298631863286338634856585808585859085958600860586108615 86208625863086308630
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8586858785888589 859185928593 8596859785988599860186028603860486068607860886098611861286138614861686178618861986218622862386248626862786288629863186328633861586118612861386148616860086058597859885998601860286038604860686078610860786088609861110+0011+0012+00
13+0014+0015+0015+02TOP OF WALL EL: 8601.72BOTTOM OF WALL EL: 8598.72TOP OF WALL EL: 8614.34BOTTOM OF WALL EL: 8611.34TOP OF WALL EL: 8625.90BOTTOM OF WALL EL: 8622.40BEGIN WALLTOP OF WALL EL: 8625.90END LOW SIDE WALL, BEGIN HIGH SIDE WALLEL: 8627.00TOP OF WALL EL: 8628.61BOTTOM OF WALL EL: 8627.61TOP OF WALL EL: 8606.86BOTTOM OF WALL EL: 8603.86TOP OF WALL EL: 8608.49BOTTOM OF WALL EL: 8605.49TOP OF WALL EL: 8609.97BOTTOM OF WALL EL: 8606.97TOP OF WALL EL: 8611.49BOTTOM OF WALL EL: 8607.99TOP OF WALL EL: 8611.63BOTTOM OF WALL EL: 8609.13TOP OF WALL EL: 8606.50BOTTOM OF WALL EL: 8606.00TOP OF WALL EL: 8607.23BOTTOM OF WALL EL: 8606.73TOP OF WALL EL: 8613.00BOTTOM OF WALL EL: 8612.50TOP OF WALL EL: 8617.80BOTTOM OF WALL EL: 8614.80TOP OF WALL EL: 8623.81BOTTOM OF WALL EL: 8620.81PROPOSED TOWER LOCATIONEL: 8626.16TOP OF WALL EL: 8628.61BOTTOM OF WALL EL: 8627.61END ACCESS ROADEL: 8626.75TOP OF WALL EL: 8611.71BOTTOM OF WALL EL: 8608.71861586208625863086118612861386148616861786188619862186228623862486268627862886298631TOP OF WALL EL: 8610.13BOTTOM OF WALL EL: 8609.63TOP OF WALL EL: 8624.50BOTTOM OF WALL EL: 8624.00TOP OF WALL EL: 8598.17BOTTOM OF WALL EL: 8597.678560
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8571.99(MATCH EXISTING)8573.56(MATCH EXISTING)8572.21(MATCH EXISTING)86268627.6114+88.36PC: 11+44.11PC: 14+23.26PC: 12+98.53PT: 12+07.26PT: 14+63.73PT: 13+25.55PVI: 12+17.98PVI: 13+56.32PVI: 14+67.4022 LF RETAINING WALL.1' MAX HEIGHT ABOVECOMPOUND GRADE.71 LF RETAINING WALL.3.5' MAX HEIGHT BELOWCOMPOUND GRADE.APPROXIMATELY80 LF SWALEAPPROXIMATELY26 LF SWALEAPPROXIMATELY200 LF SWALEC-2.1PROPOSED SITE PLANCWD KAH
NORTHLEGENDPROPOSED RETAINING WALLPROPOSED GRAVELThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTION030'15'7.5'11" x 17"22" x 34"- 1" = 30'- 1" = 15'SHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\54300\54385\Civil\03. DRAWINGS\Civil\54385 Civil Sheets.dwg Printed by: cdawson on Jun 15, 2023 - 3:34pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2022
54385US-CO-5086VERTICAL BRIDGEGLENWOODSPRINGS, COSUBMITTAL06/15/202376 LF RETAINING WALL3' MAX HEIGHT ABOVE SHOULDER EDGE.SEE TYPICAL SECTIONS.97 LF RETAINING WALL3' MAX HEIGHT ABOVE SHOULDER EDGE.SEE TYPICAL SECTIONS.87 LF RETAINING WALL.3' HEIGHT MAX, SEETYPICAL SECTIONS.COMPOUND AREABEGIN ACCESS ROADGRADING AND STORM DRAINAGE NOTES1. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE.2. ALL RETAINING WALL HEIGHTS PROVIDED REFERENCE THE HEIGHT OF THE EXPOSED FACE OF WALL.PROPER FOOTING INSTALLATION SHALL PROVIDED PER MANUFACTURER RECOMMENDATION.3. CLEAR ALL TREES, BRUSH, STUMPS AND OTHER ORGANIC MATERIAL FROM AREAS TO BE FILLED.4. REMOVE ALL UNSUITABLE MATERIAL (MUCK OR NON-COMPACTABLE MATERIAL) FROM AREAS TO BEFILLED.5. CONTRACTOR SHALL, WHEN GRADING BETWEEN CONTOURS AND BETWEEN POINTS OF SPOTELEVATIONS, GRADE ON A UNIFORM SLOPE.6. CONTRACTOR SHALL, FOR ALL GRASSED AREAS, BE RESPONSIBLE FOR REPLACING ERODED SOIL,GRASS SEED AND/OR MULCH UNTIL AN APPROVED STAND OF GRASS IS ESTABLISHED.7. CONTRACTOR SHALL KEEP ALL ROADS ADJACENT TO THE SITE CLEAN DURING CONSTRUCTION.8. ALL CONSTRUCTION IS TO CONFORM TO LOCAL AGENCY STANDARD SPECIFICATIONS. (LATESTREVISION AT THE BEGINNING OF CONSTRUCTION.)9. ALL NEWLY CONSTRUCTED SLOPES WHICH ARE 5:1 OR STEEPER MUST BE STABILIZED BYINSTALLATION OF MULCHING OR SOIL RETENTION BLANKETS AND SEEDED PER COLORADO DOTSTANDARDS AS SOON AS PRACTICABLE.PROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURSEXISTING MINOR CONTOURSEXISTING MAJOR CONTOURSEXISTING ROADACCESS ROAD PROFILE GEOMETRYSITE INFORMATION1. PARENT PARCEL AREA = ± 12 ACRES2. TOTAL LEASE AND EASEMENT AREA = ± 0.21 ACRES3. TOTAL AREA DISTURBED = ± 0.46 ACRES3.1. PROPOSED IMPERVIOUS AREA = ± 6,600 SFSITE PLAN NOTES1. EXISTING CONDITIONS CONTAIN SLOPES GREATER THAN 20%2. ON-SITE GENERATOR WILL HAVE A DOUBLE WALLED TANK TO SERVE AS SECONDARY CONTAINMENTFOR FUEL STORAGE. BATTERIES ON SITE WILL BE CONTAINED WITHIN A METAL CABINET.PROPOSED SWALEAPPROX. DISTURBANCE LIMITSI hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Colorado. 6/15/2023
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38574 85768577857885798581858285838584858685878588858985918592859385948560856585708575858085858590859586008605861086158620862586308635855785588559856185628563856485668567856885698571857285738574857685778578857985818582858385848586858785888589859185928593859485968597859885998601860286038604860686078608860986118612861386148616861786188619862186228623862486268627862886298631863286338634856585808585859085958600860586108615 86208625863086308630
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8586858785888589 859185928593 859685978598859986018602860386048606860786088609861186128613861486168617861886198621862286238624862686278628862986318632863386158611861286138614861686008605859785988599860186028603860486068607861086078608860986118615862086258630861186128613861486168617861886198621862286238624862686278628862986318560
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8626VEHICLE TRACKING CONTROL500 SF1,575 SF MULCHING OR SOIL RETENTION BLANKETS(IN AREAS BETWEEN 5:1 AND 2.5:1 SLOPES)240 LF EROSION LOG5,740 SF MULCHING OR SOIL RETENTION BLANKETS(IN AREAS BETWEEN 5:1 AND 2.5:1 SLOPES)2,540 SF MULCHING OR SOIL RETENTION BLANKETS(IN AREAS BETWEEN 5:1 AND 2.5:1 SLOPES)320 SF MULCHING OR SOIL RETENTION BLANKETS(IN AREAS BETWEEN 5:1 AND 2.5:1 SLOPES)1,020 SF SOIL RETENTION BLANKETS(IN AREAS OF 2.5:1 SLOPES OR STEEPER)6 LF EACH EROSION LOGSPACED EVERY 10' ALONG SWALE6 LF EACH EROSION LOGSPACED EVERY 10' ALONG SWALE6 LF EACH EROSION LOGSPACED EVERY 10' ALONG SWALE6 LF EACH EROSION LOGSPACED EVERY 10' ALONG SWALEC-2.2EROSION CONTROLPLANCWD KAH
NORTHThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTION030'15'7.5'11" x 17"22" x 34"- 1" = 30'- 1" = 15'SHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\54300\54385\Civil\03. DRAWINGS\Civil\54385 Civil Sheets.dwg Printed by: cdawson on Jun 15, 2023 - 3:34pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2022
54385US-CO-5086VERTICAL BRIDGEGLENWOODSPRINGS, COSUBMITTAL06/15/2023EROSION LOGVEHICLE TRACKING CONTROLEXISTING MINOR CONTOURSPROPOSED MAJOR CONTOURSEXISTING MAJOR CONTOURSSOIL RETENTION BLANKETSMULCHING OR SOIL RETENTION BLANKETSPROPOSED MINOR CONTOURSLEGENDEROSION CONTROL NOTES1. CONTRACTOR SHALL HAVE ALL EROSION CONTROL MEASURES IN PLACE AND APPROVED BY THE ENGINEER PRIOR TOCOMMENCEMENT OF EXCAVATION ACTIVITIES.2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY. CLEANING, ADJUSTING AND REPLACING EROSIONCONTROL MEASURES SHALL BE DONE AS NECESSARY THROUGHOUT CONSTRUCTION. ALL EROSION CONTROLMEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORK DAY.3. EROSION CONTROL MEASURES SHALL BE INSTALLED PER COLORADO DOT STANDARD SPECIFICATIONS.4. SEDIMENT FROM OVERLAND FLOW SHALL BE PREVENTED FROM LEAVING THE WORK SITE BY INSTALLING EROSIONLOGS PARALLEL TO THE CONTOURS LOCATED DOWNHILL FROM THE WORK AREA.5. EXISTING VEGETATION SHALL BE REMOVED ONLY AS NECESSARY TO PERFORM CONSTRUCTION ACTIVITIES.CLEARING OF LARGE AREAS THAT ARE CLEARLY OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE PERMITTED.6. ALL DISTURBED AREAS SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE AFTER DISTURBANCE.7. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREAS SERVED HAVE ESTABLISHED VEGETATIVECOVER.8. TEMPORARY STABILIZE DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER.9. STABILIZE AREAS WITHIN 7 DAYS OF COMPLETING FINAL GRADING.10. ALL AREAS OF EXPOSED SOIL WITH SLOPES BETWEEN 5:1 AND 2.5:1 SHALL BE COVERED BY MULCHING OR SOILRETENTION BLANKETS, ADHERING TO SECTION 213 AND 216 OF CDOT STANDARD SPECIFICATIONS, RESPECTIVELY.11. ALL AREAS OF EXPOSED SOIL WITH SLOPES 2.5:1 OR STEEPER SHALL BE COVERED BY SEDIMENT RETENTIONBLANKETS, ADHERING TO SECTION 216 OF CDOT STANDARD SPECIFICATIONS.12. CONTRACTOR MUST INSTALL PERIMETER CONTROL AROUND ANY CONSTRUCTION STOCKPILES AND STABILIZESTOCKPILE THAT WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER13. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED TO CONTROL EROSION AND/OR OFFSITESEDIMENTATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL GRADED AND/OR CLEAREDAREAS UNTIL PERMANENT GROUND COVER IS ESTABLISHED. ANY AREAS DAMAGED BY EROSION SHALL BE REPAIREDTO ITS ORIGINAL CONDITION AND PROTECTED FROM FURTHER EROSION AT NO ADDITIONAL COST TO THE OWNER.14. STONE TRACKING PAD(S) SHALL BE INSTALLED AT ALL CONSTRUCTION SITE EXITS TO PREVENT TRACKING OF SOIL.CONTRACTOR MUST TAKE ALL NECESSARY MEASURES TO MINIMIZE TRACKING MUD ONTO PAVED ROADWAY FROMCONSTRUCTION AREAS. TRACKED SOIL SHALL BE COLLECTED FROM PAVED ROADS LOCATED NEAR THECONSTRUCTION SITE AT THE END OF EACH WORKING DAY OR AS DIRECTED BY THE ENGINEER.15. CONTRACTOR MUST NOTIFY ENGINEER IF ANY ALTERATIONS FROM THE EROSION CONTROL PLAN ARE NECESSARYOR DESIRED DURING CONSTRUCTION.EROSION CONTROL / SEEDINGPROVIDE VEGETATIVE COVER TO NEWLY GRADED AREAS BY ACCEPTABLE SEEDINGMETHODS AND MIXTURES. SEEDING TYPE, APPLICATION RATE, AND TIMETABLE SHALLADHERE TO SECTION 212 OF CDOT STANDARD SPECIFICATIONS.AREAS OF SITE1. TOTAL LEASE AND EASEMENT AREA = ± 0.21 ACRES2. TOTAL AREA OF DISTURBANCE = ± 0.46 ACRESI hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Colorado. 6/15/2023
C-2.3TYPICAL SECTIONSNORTHThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTIONSCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\54300\54385\Civil\03. DRAWINGS\Civil\54385 Civil Sheets.dwg Printed by: cdawson on Jun 15, 2023 - 3:34pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2022
54385US-CO-5086VERTICAL BRIDGEGLENWOODSPRINGS, COSUBMITTAL06/15/20232.00%R/L2.00%PROPOSED GRAVELACCESS GRADING5'5'ACCESS ROAD TYPICAL SECTIONEX. GROUND3:1MAXVARIESSOIL RETENTION BLANKET OR MULCHINGIN ALL AREAS WITH SLOPES BETWEEN5:1 AND 2.5:1 PER CDOT STANDARDSTA 10+00 TO STA 11+682'SHOULDER12.00%2.00%R/L2.00%EX. GROUNDPROPOSED GRAVELACCESS GRADING3:1MAX5'5'ACCESS ROAD TYPICAL SECTIONVARIESEX. GROUND3:1MAXVARIESSTA 12+34 TO STA 12+51STA 13+46 TO STA 13+91STA 14+72 TO STA 14+882'SHOULDER2'SHOULDER12.00%12.00%MAX2.00%R/L2.00%EX. GROUNDPROPOSED GRAVELACCESS GRADING3:1MAX5'5'ACCESS ROAD TYPICAL SECTIONVARIESEX. GROUND3:1MAXVARIESSTA 11+68 TO STA 12+34STA 12+51 TO STA 13+46FOOTING OF RETAINING WALL TO BE INSTALLED PER MANUFACTURER2'SHOULDER2'SHOULDER12.00%12.00%1'3' MAX2.00%R/L2.00%EX. GROUNDPROPOSED GRAVELACCESS GRADING3:1MAX5'5'ACCESS ROAD TYPICAL SECTIONVARIESEX. GROUND3:1MAX3'STA 13+91 TO STA 14+72FOOTING OF RETAINING WALL TO BE INSTALLED PER MANUFACTURER2'SHOULDER2'SHOULDER12.00%12.00%1'3' MAX2:1MAXVARIESEX. GROUND3:1MAXVARIES2'SHOULDER12.00%SOIL RETENTION BLANKET IN ALLAREAS WITH SLOPES STEEPERTHAN 2.5:1 PER CDOT STANDARDI hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Colorado. 6/15/2023SOIL RETENTION BLANKET OR MULCHINGIN ALL AREAS WITH SLOPES BETWEEN5:1 AND 2.5:1 PER CDOT STANDARDSOIL RETENTION BLANKET OR MULCHINGIN ALL AREAS WITH SLOPES BETWEEN5:1 AND 2.5:1 PER CDOT STANDARDSOIL RETENTION BLANKET OR MULCHINGIN ALL AREAS WITH SLOPES BETWEEN5:1 AND 2.5:1 PER CDOT STANDARD
C-2.4DETAILS PER CDOTSTANDARDSPECIFICATIONSNORTHThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTIONSCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\54300\54385\Civil\03. DRAWINGS\Civil\54385 Civil Sheets.dwg Printed by: cdawson on Jun 15, 2023 - 3:34pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2022
54385US-CO-5086VERTICAL BRIDGEGLENWOODSPRINGS, COSUBMITTAL06/15/2023I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Colorado. 6/15/2023
C-2.5DETAILS PER CDOTSTANDARDSPECIFICATIONSNORTHThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTIONSCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\54300\54385\Civil\03. DRAWINGS\Civil\54385 Civil Sheets.dwg Printed by: cdawson on Jun 15, 2023 - 3:34pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2022
54385US-CO-5086VERTICAL BRIDGEGLENWOODSPRINGS, COSUBMITTAL06/15/2023I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Colorado. 6/15/2023
C-2.6DETAILS PER CDOTSTANDARDSPECIFICATIONSNORTHThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTIONSCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\54300\54385\Civil\03. DRAWINGS\Civil\54385 Civil Sheets.dwg Printed by: cdawson on Jun 15, 2023 - 3:34pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2022
54385US-CO-5086VERTICAL BRIDGEGLENWOODSPRINGS, COSUBMITTAL06/15/2023I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Colorado. 6/15/2023