timberridge estates - 9210 arroya lane · 2019. 4. 18. · 109087 sf 110587 sf 109137 sf r-1 site...

R-6

218491 SF

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218142 SF

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109591 SF

109150 SF

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109519 SF

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109380 SF

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TIMBERRIDGE ESTATES - 9210 ARROYA LANEEL PASO COUNTY

STREET IMPROVEMENT PLANFEBRUARY 2019

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721 S. 23RD STREET

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COLORADO SPRINGS, CO. 80904

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OFFICE: 719-635-6422

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FAX: 719-635-6426

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www.tnesinc.com

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%%UDESIGN ENGINEER'S STATEMENT

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%%UOWNER/DEVELOPER'S STATEMENT

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%%UEL PASO COUNTY APPROVAL

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ADDRESS

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BUSINESS NAME

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THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION. SAID PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR DETAILED ROADWAY, DRAINAGE, GRADING AND EROSION CONTROL PLANS AND SPECIFICATIONS, AND SAID PLANS AND SPECIFICATIONS ARE IN CONFORMITY WITH APPLICABLE MASTER DRAINAGE PLANS AND MASTER TRANSPORTATION PLANS. SAID PLANS AND SPECIFICATIONS MEET THE PURPOSES FOR WHICH THE PARTICULAR ROADWAY AND DRAINAGE FACILITIES ARE DESIGNED AND ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS ON MY PART IN PREPARATION OF THESE DETAILED PLANS AND SPECIFICATIONS.

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L DUCETT, P.E. #32339 DATE

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FOR AND ON BEHALF OF TERRA NOVA ENGINEERING, INC.

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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 MANUAL, VOLUMES 1 AND 2, AND ENGINEERING CRITERIA MANUAL AS AMENDED. 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 DIRECTORS DISCRETION.

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I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THE REQUIREMENTS SPECIFIED IN THESE DETAILED PLANS AND SPECIFICATIONS.

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%%UBENCHMARKS

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%%UBASIS OF BEARING

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THE EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 12 SOUTH, RANGE 65 WEST AND IS ASSUMED TO BEAR NORTH 0 DEGREES 18 MINUTES 04 SECONDS EAST 2640.26 FEET.

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ONSITE SOILS ARE HYDROLOGIC GROUP "B", KETTLE GRAVELLY LOAMY SAND (40), 3 TO 8 PERCENT SLOPES, KETTLE GRAVELLY LOAMY SAND (41), 8 TO 40 PERCENT SLOPES AND PRING COARSE SANDY LOAM (71)

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%%USOIL TYPES

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A #4 REBAR 28.3 FEET SOUTH AND 77.2 FEET WEST OF THE SOUTHEAST PROPERTY CORNER. ELEV = 7,319.85' (NGVD-1929)

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OWNER NAME, TITLE DATE

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2880 INTERNATIONAL CIRCLE

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PLANNING AND COMMUNITY DEVELOPMENT

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(719) 520-6300

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COLORADO SPRINGS, COLORADO 80910

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(719) 499-6752

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2760 BROGANS BLUFF

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TIMBERRIDGE ESTATES, LLC

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EL PASO COUNTY

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%%UCONTACT INFORMATION:

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OWNER:

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TERRA NOVA ENGINEERING, INC.

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721 S. 23RD STREET

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QUENTIN N. ARMIJO, P.E., (719) 635-6422

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CIVIL ENGINEER:

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N.T.S.

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BLACK FOREST RD.

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BURGESS RD.

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GOODSON RD.

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REX RD.

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ARROYA LN.

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VOLLMER RD.

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%%USHEET INDEX:

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1COVER SHEET COVER SHEET 2 OVERVIEW 3 ARROYA LANE - PLAN & PROFILE 4 NATURE REFUGE WAY - PLAN & PROFILE 5 DETAILS SHEET

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DATE ISSUED

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SHEET NO. OF

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REVISIONS

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DESCRIPTION

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DATE

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H-SCALE

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V-SCALE

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CHECKED BY

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DRAWN BY

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DESIGNED BY

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UNTIL SUCH TIME AS THESE DRAWINGS ARE APPROVED BY THE APPROPRIATE REVIEWING AGENCIES, TERRA NOVA ENGINEERING, INC. APPROVES THEIR USE ONLY FOR THE PURPOSES DESIGNATED BY WRITTEN AUTHORIZATION.

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PREPARED FOR:

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ATTN:

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NO.

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www.tnesinc.com

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FAX: 719-635-6426

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OFFICE: 719-635-6422

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COLORADO SPRINGS, CO 80904

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721 S. 23RD STREET

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JOB NO.

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1733.00

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02/28/19

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1

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5

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TIMBERRIDGE ESTATES

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STREET IMPROVEMENT PLAN

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COVER SHEET

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9210 ARROYA LANE

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AS SHOWN

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NA

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LD

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DLF

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LD

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SCOTT HENTE

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2760 BROGANS BLUFF

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719.499.6752

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0

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SCALE:

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200'

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200'

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400'

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1"=200'

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ARROYA LANE

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VOLLMER ROAD

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1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND THE CONTRACTOR TO VERIFY THE EXISTENCE AND THE CONTRACTOR TO VERIFY THE EXISTENCE AND CONTRACTOR TO VERIFY THE EXISTENCE AND CONTRACTOR TO VERIFY THE EXISTENCE AND TO VERIFY THE EXISTENCE AND TO VERIFY THE EXISTENCE AND VERIFY THE EXISTENCE AND VERIFY THE EXISTENCE AND THE EXISTENCE AND THE EXISTENCE AND EXISTENCE AND EXISTENCE AND AND AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE OF ALL UNDERGROUND UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE OF ALL UNDERGROUND UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE ALL UNDERGROUND UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE ALL UNDERGROUND UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE UNDERGROUND UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE UNDERGROUND UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE UTILITIES ALONG THE SITE. THE OMISSION FROM OR THE ALONG THE SITE. THE OMISSION FROM OR THE ALONG THE SITE. THE OMISSION FROM OR THE THE SITE. THE OMISSION FROM OR THE THE SITE. THE OMISSION FROM OR THE SITE. THE OMISSION FROM OR THE SITE. THE OMISSION FROM OR THE THE OMISSION FROM OR THE THE OMISSION FROM OR THE THE OMISSION FROM OR THE OMISSION FROM OR THE OMISSION FROM OR THE FROM OR THE FROM OR THE OR THE OR THE THE THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE ON THE PLANS IS NOT TO BE CONSIDERED AS THE ON THE PLANS IS NOT TO BE CONSIDERED AS THE THE PLANS IS NOT TO BE CONSIDERED AS THE THE PLANS IS NOT TO BE CONSIDERED AS THE PLANS IS NOT TO BE CONSIDERED AS THE PLANS IS NOT TO BE CONSIDERED AS THE IS NOT TO BE CONSIDERED AS THE IS NOT TO BE CONSIDERED AS THE NOT TO BE CONSIDERED AS THE NOT TO BE CONSIDERED AS THE TO BE CONSIDERED AS THE TO BE CONSIDERED AS THE BE CONSIDERED AS THE BE CONSIDERED AS THE CONSIDERED AS THE CONSIDERED AS THE AS THE AS THE THE THE NON-EXISTENCE OF OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. 2.THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES, PRECAUTIONS TO PROTECT EXISTING UTILITIES, PRECAUTIONS TO PROTECT EXISTING UTILITIES, TO PROTECT EXISTING UTILITIES, TO PROTECT EXISTING UTILITIES, PROTECT EXISTING UTILITIES, PROTECT EXISTING UTILITIES, EXISTING UTILITIES, EXISTING UTILITIES, UTILITIES, UTILITIES, BUILDINGS, FENCES, AND ROADWAYS FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE FENCES, AND ROADWAYS FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE FENCES, AND ROADWAYS FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE AND ROADWAYS FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE AND ROADWAYS FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE ROADWAYS FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE ROADWAYS FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE DAMAGE DUE TO THIS OPERATION. ANY DAMAGE DAMAGE DUE TO THIS OPERATION. ANY DAMAGE DUE TO THIS OPERATION. ANY DAMAGE DUE TO THIS OPERATION. ANY DAMAGE TO THIS OPERATION. ANY DAMAGE TO THIS OPERATION. ANY DAMAGE THIS OPERATION. ANY DAMAGE THIS OPERATION. ANY DAMAGE OPERATION. ANY DAMAGE OPERATION. ANY DAMAGE ANY DAMAGE ANY DAMAGE ANY DAMAGE DAMAGE DAMAGE TO THE ABOVE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE THE ABOVE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE THE ABOVE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE ABOVE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE ABOVE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE THE CONTRACTOR'S EXPENSE, AND ANY SERVICE THE CONTRACTOR'S EXPENSE, AND ANY SERVICE CONTRACTOR'S EXPENSE, AND ANY SERVICE CONTRACTOR'S EXPENSE, AND ANY SERVICE EXPENSE, AND ANY SERVICE EXPENSE, AND ANY SERVICE AND ANY SERVICE AND ANY SERVICE ANY SERVICE ANY SERVICE SERVICE SERVICE DISRUPTION WILL BE SETTLED BY THE CONTRACTOR. 3.BULK GRADING SHALL BE COMPLETED TO A SUBGRADE TOLERANCE OF PLUS OR MINUS 0.2'. BULK GRADING SHALL BE COMPLETED TO A SUBGRADE TOLERANCE OF PLUS OR MINUS 0.2'. 4.CONTRACTOR TO OBTAIN COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER CONTRACTOR TO OBTAIN COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER TO OBTAIN COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER TO OBTAIN COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER OBTAIN COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER OBTAIN COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER COPIES OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER OF THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER THE SOILS REPORT FROM THE GEOTECHNICAL ENGINEER SOILS REPORT FROM THE GEOTECHNICAL ENGINEER SOILS REPORT FROM THE GEOTECHNICAL ENGINEER REPORT FROM THE GEOTECHNICAL ENGINEER REPORT FROM THE GEOTECHNICAL ENGINEER FROM THE GEOTECHNICAL ENGINEER FROM THE GEOTECHNICAL ENGINEER THE GEOTECHNICAL ENGINEER THE GEOTECHNICAL ENGINEER GEOTECHNICAL ENGINEER GEOTECHNICAL ENGINEER ENGINEER ENGINEER AND TO BE KEPT ONSITE DURING ALL EARTHWORK OPERATIONS. 5.MAXIMUM CUT/FILL SLOPES SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED. MAXIMUM CUT/FILL SLOPES SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED. 6.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT CONTROL MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT CONTROL MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT MEASURES SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT SHALL BE IMPLEMENTED IN A MANNER THAT WILL PROTECT BE IMPLEMENTED IN A MANNER THAT WILL PROTECT BE IMPLEMENTED IN A MANNER THAT WILL PROTECT IMPLEMENTED IN A MANNER THAT WILL PROTECT IMPLEMENTED IN A MANNER THAT WILL PROTECT IN A MANNER THAT WILL PROTECT IN A MANNER THAT WILL PROTECT A MANNER THAT WILL PROTECT A MANNER THAT WILL PROTECT MANNER THAT WILL PROTECT MANNER THAT WILL PROTECT THAT WILL PROTECT THAT WILL PROTECT WILL PROTECT WILL PROTECT PROTECT PROTECT PROPERTIES AND PUBLIC FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND AND PUBLIC FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND AND PUBLIC FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND PUBLIC FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND PUBLIC FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND FACILITIES FROM THE ADVERSE EFFECTS OF EROSION AND FROM THE ADVERSE EFFECTS OF EROSION AND FROM THE ADVERSE EFFECTS OF EROSION AND THE ADVERSE EFFECTS OF EROSION AND THE ADVERSE EFFECTS OF EROSION AND ADVERSE EFFECTS OF EROSION AND ADVERSE EFFECTS OF EROSION AND EFFECTS OF EROSION AND EFFECTS OF EROSION AND OF EROSION AND OF EROSION AND EROSION AND EROSION AND AND AND SEDIMENTATION AS A RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE AS A RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE AS A RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE A RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE A RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE RESULT OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE OF CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE CONSTRUCTION AND EARTHWORK ACTIVITIES WITHIN THE AND EARTHWORK ACTIVITIES WITHIN THE AND EARTHWORK ACTIVITIES WITHIN THE EARTHWORK ACTIVITIES WITHIN THE EARTHWORK ACTIVITIES WITHIN THE ACTIVITIES WITHIN THE ACTIVITIES WITHIN THE WITHIN THE WITHIN THE THE THE PROJECT SITE. 7.EROSION CONTROL DEVICES SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR EROSION CONTROL DEVICES SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR CONTROL DEVICES SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR CONTROL DEVICES SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR DEVICES SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR DEVICES SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR SHOULD BE CHECKED AFTER EVERY STORM. REPAIRS OR BE CHECKED AFTER EVERY STORM. REPAIRS OR BE CHECKED AFTER EVERY STORM. REPAIRS OR CHECKED AFTER EVERY STORM. REPAIRS OR CHECKED AFTER EVERY STORM. REPAIRS OR AFTER EVERY STORM. REPAIRS OR AFTER EVERY STORM. REPAIRS OR EVERY STORM. REPAIRS OR EVERY STORM. REPAIRS OR STORM. REPAIRS OR STORM. REPAIRS OR REPAIRS OR REPAIRS OR OR OR REPLACEMENT SHOULD BE MADE AS NECESSARY TO MAINTAIN PROPER PROTECTION. 8.CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO SHALL REVIEW GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO SHALL REVIEW GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO REVIEW GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO REVIEW GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEER PRIOR TO REPORT BY GEOTECHNICAL ENGINEER PRIOR TO REPORT BY GEOTECHNICAL ENGINEER PRIOR TO BY GEOTECHNICAL ENGINEER PRIOR TO BY GEOTECHNICAL ENGINEER PRIOR TO GEOTECHNICAL ENGINEER PRIOR TO GEOTECHNICAL ENGINEER PRIOR TO ENGINEER PRIOR TO ENGINEER PRIOR TO PRIOR TO PRIOR TO TO TO CONSTRUCTION.

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%%UGENERAL NOTES

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1.ALL DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND ALL DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND CONSTRUCTION SHALL MEET THE STANDARDS AND CONSTRUCTION SHALL MEET THE STANDARDS AND SHALL MEET THE STANDARDS AND SHALL MEET THE STANDARDS AND MEET THE STANDARDS AND MEET THE STANDARDS AND THE STANDARDS AND THE STANDARDS AND STANDARDS AND STANDARDS AND AND AND SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA OF THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA OF THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA PASO COUNTY DRAINAGE CRITERIA PASO COUNTY DRAINAGE CRITERIA COUNTY DRAINAGE CRITERIA COUNTY DRAINAGE CRITERIA DRAINAGE CRITERIA DRAINAGE CRITERIA CRITERIA CRITERIA MANUAL, VOLUMES 1 & 2 AND THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF FOR THE NOTIFICATION AND FIELD NOTIFICATION OF FOR THE NOTIFICATION AND FIELD NOTIFICATION OF THE NOTIFICATION AND FIELD NOTIFICATION OF THE NOTIFICATION AND FIELD NOTIFICATION OF NOTIFICATION AND FIELD NOTIFICATION OF NOTIFICATION AND FIELD NOTIFICATION OF AND FIELD NOTIFICATION OF AND FIELD NOTIFICATION OF FIELD NOTIFICATION OF FIELD NOTIFICATION OF NOTIFICATION OF NOTIFICATION OF OF OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING ON THE PLANS OR NOT, BEFORE BEGINNING ON THE PLANS OR NOT, BEFORE BEGINNING THE PLANS OR NOT, BEFORE BEGINNING THE PLANS OR NOT, BEFORE BEGINNING PLANS OR NOT, BEFORE BEGINNING PLANS OR NOT, BEFORE BEGINNING OR NOT, BEFORE BEGINNING OR NOT, BEFORE BEGINNING NOT, BEFORE BEGINNING NOT, BEFORE BEGINNING BEFORE BEGINNING BEFORE BEGINNING BEGINNING BEGINNING CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR SHALL BE VERIFIED BY THE CONTRACTOR PRIOR SHALL BE VERIFIED BY THE CONTRACTOR PRIOR BE VERIFIED BY THE CONTRACTOR PRIOR BE VERIFIED BY THE CONTRACTOR PRIOR VERIFIED BY THE CONTRACTOR PRIOR VERIFIED BY THE CONTRACTOR PRIOR BY THE CONTRACTOR PRIOR BY THE CONTRACTOR PRIOR THE CONTRACTOR PRIOR THE CONTRACTOR PRIOR CONTRACTOR PRIOR CONTRACTOR PRIOR PRIOR PRIOR TO CONSTRUCTION. CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO CONSTRUCTION. CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO CONSTRUCTION. CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO THE UTILITY NOTIFICATION CENTER OF COLORADO THE UTILITY NOTIFICATION CENTER OF COLORADO UTILITY NOTIFICATION CENTER OF COLORADO UTILITY NOTIFICATION CENTER OF COLORADO NOTIFICATION CENTER OF COLORADO NOTIFICATION CENTER OF COLORADO CENTER OF COLORADO CENTER OF COLORADO OF COLORADO OF COLORADO COLORADO COLORADO (UNCC). 3.CONTRACTOR SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION CONTRACTOR SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION OF THESE APPROVED PLANS, THE GRADING AND EROSION OF THESE APPROVED PLANS, THE GRADING AND EROSION THESE APPROVED PLANS, THE GRADING AND EROSION THESE APPROVED PLANS, THE GRADING AND EROSION APPROVED PLANS, THE GRADING AND EROSION APPROVED PLANS, THE GRADING AND EROSION PLANS, THE GRADING AND EROSION PLANS, THE GRADING AND EROSION THE GRADING AND EROSION THE GRADING AND EROSION GRADING AND EROSION GRADING AND EROSION AND EROSION AND EROSION EROSION EROSION CONTROL PLAN, THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL PLAN, THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL PLAN, THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL PLAN (SWMP), THE SOILS AND GEOTECHNICAL PLAN (SWMP), THE SOILS AND GEOTECHNICAL (SWMP), THE SOILS AND GEOTECHNICAL (SWMP), THE SOILS AND GEOTECHNICAL THE SOILS AND GEOTECHNICAL THE SOILS AND GEOTECHNICAL SOILS AND GEOTECHNICAL SOILS AND GEOTECHNICAL AND GEOTECHNICAL AND GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL REPORT, AND THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT AND THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT AND THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT CONSTRUCTION STANDARDS AND SPECIFICATIONS AT CONSTRUCTION STANDARDS AND SPECIFICATIONS AT STANDARDS AND SPECIFICATIONS AT STANDARDS AND SPECIFICATIONS AT AND SPECIFICATIONS AT AND SPECIFICATIONS AT SPECIFICATIONS AT SPECIFICATIONS AT AT AT THE JOB SITE AT ALL TIMES, INCLUDING THE FOLLOWING: A.EL PASO COUNTY ENGINEERING CRITERIA MANUAL (ECM) EL PASO COUNTY ENGINEERING CRITERIA MANUAL (ECM) B.CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 & 2 CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 & 2 C.COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION D.CDOT M & S STANDARDS. CDOT M & S STANDARDS. 4.NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC IN THESE PLANS IN WORDS OR GRAPHIC IN THESE PLANS IN WORDS OR GRAPHIC THESE PLANS IN WORDS OR GRAPHIC THESE PLANS IN WORDS OR GRAPHIC PLANS IN WORDS OR GRAPHIC PLANS IN WORDS OR GRAPHIC IN WORDS OR GRAPHIC IN WORDS OR GRAPHIC WORDS OR GRAPHIC WORDS OR GRAPHIC OR GRAPHIC OR GRAPHIC GRAPHIC GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND RELATED TO ROADS, STORM DRAINAGE AND RELATED TO ROADS, STORM DRAINAGE AND TO ROADS, STORM DRAINAGE AND TO ROADS, STORM DRAINAGE AND ROADS, STORM DRAINAGE AND ROADS, STORM DRAINAGE AND STORM DRAINAGE AND STORM DRAINAGE AND DRAINAGE AND DRAINAGE AND AND AND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST TO THE STANDARDS AND REQUIREMENTS OF THE MOST TO THE STANDARDS AND REQUIREMENTS OF THE MOST THE STANDARDS AND REQUIREMENTS OF THE MOST THE STANDARDS AND REQUIREMENTS OF THE MOST STANDARDS AND REQUIREMENTS OF THE MOST STANDARDS AND REQUIREMENTS OF THE MOST AND REQUIREMENTS OF THE MOST AND REQUIREMENTS OF THE MOST REQUIREMENTS OF THE MOST REQUIREMENTS OF THE MOST OF THE MOST OF THE MOST THE MOST THE MOST MOST MOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND EL PASO COUNTY STANDARDS, INCLUDING THE LAND EL PASO COUNTY STANDARDS, INCLUDING THE LAND PASO COUNTY STANDARDS, INCLUDING THE LAND PASO COUNTY STANDARDS, INCLUDING THE LAND COUNTY STANDARDS, INCLUDING THE LAND COUNTY STANDARDS, INCLUDING THE LAND STANDARDS, INCLUDING THE LAND STANDARDS, INCLUDING THE LAND INCLUDING THE LAND INCLUDING THE LAND THE LAND THE LAND LAND LAND DEVELOPMENT CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND MANUAL, THE DRAINAGE CRITERIA MANUAL, AND MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL, AND DRAINAGE CRITERIA MANUAL, AND DRAINAGE CRITERIA MANUAL, AND CRITERIA MANUAL, AND CRITERIA MANUAL, AND MANUAL, AND MANUAL, AND AND AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND 2. ANY DEVIATIONS FROM REGULATIONS AND 2. ANY DEVIATIONS FROM REGULATIONS AND ANY DEVIATIONS FROM REGULATIONS AND ANY DEVIATIONS FROM REGULATIONS AND DEVIATIONS FROM REGULATIONS AND DEVIATIONS FROM REGULATIONS AND FROM REGULATIONS AND FROM REGULATIONS AND REGULATIONS AND REGULATIONS AND AND AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY MUST BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY MUST BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY IN WRITING. ANY MODIFICATIONS NECESSARY IN WRITING. ANY MODIFICATIONS NECESSARY WRITING. ANY MODIFICATIONS NECESSARY WRITING. ANY MODIFICATIONS NECESSARY ANY MODIFICATIONS NECESSARY ANY MODIFICATIONS NECESSARY MODIFICATIONS NECESSARY MODIFICATIONS NECESSARY NECESSARY NECESSARY TO MEET CRITERIA AFTER-THE-FACE WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO MEET CRITERIA AFTER-THE-FACE WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO MEET CRITERIA AFTER-THE-FACE WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO CRITERIA AFTER-THE-FACE WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO CRITERIA AFTER-THE-FACE WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO AFTER-THE-FACE WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO AFTER-THE-FACE WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO WILL BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO BE ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO ENTIERELY THE DEVELOPER'S RESPONSIBILITY TO THE DEVELOPER'S RESPONSIBILITY TO THE DEVELOPER'S RESPONSIBILITY TO DEVELOPER'S RESPONSIBILITY TO DEVELOPER'S RESPONSIBILITY TO RESPONSIBILITY TO RESPONSIBILITY TO TO TO RECTIFY. 5.IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, TO ACCURATELY SHOW EXISTING CONDITIONS, TO ACCURATELY SHOW EXISTING CONDITIONS, ACCURATELY SHOW EXISTING CONDITIONS, ACCURATELY SHOW EXISTING CONDITIONS, SHOW EXISTING CONDITIONS, SHOW EXISTING CONDITIONS, EXISTING CONDITIONS, EXISTING CONDITIONS, CONDITIONS, CONDITIONS, BOTH ONSITE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE ONSITE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE ONSITE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE PLANS. ANY MODIFICATIONS NECESSARY DUE PLANS. ANY MODIFICATIONS NECESSARY DUE ANY MODIFICATIONS NECESSARY DUE ANY MODIFICATIONS NECESSARY DUE ANY MODIFICATIONS NECESSARY DUE MODIFICATIONS NECESSARY DUE MODIFICATIONS NECESSARY DUE NECESSARY DUE NECESSARY DUE DUE DUE TO CONFLICTS, OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S CONFLICTS, OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S CONFLICTS, OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S WILL BE ENTIRELY THE DEVELOPER'S WILL BE ENTIRELY THE DEVELOPER'S BE ENTIRELY THE DEVELOPER'S BE ENTIRELY THE DEVELOPER'S ENTIRELY THE DEVELOPER'S ENTIRELY THE DEVELOPER'S THE DEVELOPER'S THE DEVELOPER'S DEVELOPER'S DEVELOPER'S RESPONSIBILITY TO RECTIFY. 6.CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY MEETING WITH EL PASO COUNTY MEETING WITH EL PASO COUNTY WITH EL PASO COUNTY WITH EL PASO COUNTY EL PASO COUNTY EL PASO COUNTY PASO COUNTY PASO COUNTY COUNTY COUNTY PLANNING AND COMMUNITY DEVELOPMENT (PCD) INSPECTIONS, PRIOR TO STARTING CONSTRUCTION. 7.IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL IS THE CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL IS THE CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL THE CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL THE CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL TO UNDERSTAND THE REQUIREMENTS OF ALL TO UNDERSTAND THE REQUIREMENTS OF ALL UNDERSTAND THE REQUIREMENTS OF ALL UNDERSTAND THE REQUIREMENTS OF ALL THE REQUIREMENTS OF ALL THE REQUIREMENTS OF ALL REQUIREMENTS OF ALL REQUIREMENTS OF ALL OF ALL OF ALL ALL ALL JURISDICTIONAL AGENCIES AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED AGENCIES AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED AGENCIES AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED REQUIRED PERMITS, INCLUDING BUT NOT LIMITED REQUIRED PERMITS, INCLUDING BUT NOT LIMITED PERMITS, INCLUDING BUT NOT LIMITED PERMITS, INCLUDING BUT NOT LIMITED INCLUDING BUT NOT LIMITED INCLUDING BUT NOT LIMITED BUT NOT LIMITED BUT NOT LIMITED NOT LIMITED NOT LIMITED LIMITED LIMITED TO EL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL EL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL EL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL QUALITY CONTROL PERMIT (ESQCP), REGIONAL QUALITY CONTROL PERMIT (ESQCP), REGIONAL CONTROL PERMIT (ESQCP), REGIONAL CONTROL PERMIT (ESQCP), REGIONAL PERMIT (ESQCP), REGIONAL PERMIT (ESQCP), REGIONAL (ESQCP), REGIONAL (ESQCP), REGIONAL REGIONAL REGIONAL BUILDING FLOODPLAIN DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 FLOODPLAIN DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 FLOODPLAIN DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 ARMY CORPS OF ENGINEERS-ISSUED 401 ARMY CORPS OF ENGINEERS-ISSUED 401 CORPS OF ENGINEERS-ISSUED 401 CORPS OF ENGINEERS-ISSUED 401 OF ENGINEERS-ISSUED 401 OF ENGINEERS-ISSUED 401 ENGINEERS-ISSUED 401 ENGINEERS-ISSUED 401 401 401 AND/OR 404 PERMITS, AND COUNTY AND STATE FUGITIVE DUST PERMITS. 8.CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN THE PLANS WITHOUT FIRST OBTAINING WRITTEN THE PLANS WITHOUT FIRST OBTAINING WRITTEN PLANS WITHOUT FIRST OBTAINING WRITTEN PLANS WITHOUT FIRST OBTAINING WRITTEN WITHOUT FIRST OBTAINING WRITTEN WITHOUT FIRST OBTAINING WRITTEN FIRST OBTAINING WRITTEN FIRST OBTAINING WRITTEN OBTAINING WRITTEN OBTAINING WRITTEN WRITTEN WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN FROM THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN FROM THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN AND PCD. CONTRACTOR SHALL NOTIFY THE DESIGN PCD. CONTRACTOR SHALL NOTIFY THE DESIGN PCD. CONTRACTOR SHALL NOTIFY THE DESIGN CONTRACTOR SHALL NOTIFY THE DESIGN CONTRACTOR SHALL NOTIFY THE DESIGN CONTRACTOR SHALL NOTIFY THE DESIGN SHALL NOTIFY THE DESIGN SHALL NOTIFY THE DESIGN NOTIFY THE DESIGN NOTIFY THE DESIGN THE DESIGN THE DESIGN DESIGN DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY ERRORS OR INCONSISTENCIES. 9.ALL STORM DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED ALL STORM DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED STORM DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED STORM DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED III RCP UNLESS OTHERWISE NOTED AND APPROVED III RCP UNLESS OTHERWISE NOTED AND APPROVED RCP UNLESS OTHERWISE NOTED AND APPROVED RCP UNLESS OTHERWISE NOTED AND APPROVED UNLESS OTHERWISE NOTED AND APPROVED UNLESS OTHERWISE NOTED AND APPROVED OTHERWISE NOTED AND APPROVED OTHERWISE NOTED AND APPROVED NOTED AND APPROVED NOTED AND APPROVED AND APPROVED AND APPROVED APPROVED APPROVED BY PCD. 10.CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT TESTING PER ECM STANDARDS. PAVEMENT TESTING PER ECM STANDARDS. PAVEMENT PER ECM STANDARDS. PAVEMENT PER ECM STANDARDS. PAVEMENT ECM STANDARDS. PAVEMENT ECM STANDARDS. PAVEMENT STANDARDS. PAVEMENT STANDARDS. PAVEMENT PAVEMENT PAVEMENT DESIGN SHALL BE APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND SHALL BE APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND SHALL BE APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND BE APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND BE APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND APPROVED BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND BY EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND EL PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND PASO COUNTY PCD PRIOR TO PLACEMENT OF CURB AND COUNTY PCD PRIOR TO PLACEMENT OF CURB AND COUNTY PCD PRIOR TO PLACEMENT OF CURB AND PCD PRIOR TO PLACEMENT OF CURB AND PCD PRIOR TO PLACEMENT OF CURB AND PRIOR TO PLACEMENT OF CURB AND PRIOR TO PLACEMENT OF CURB AND TO PLACEMENT OF CURB AND TO PLACEMENT OF CURB AND PLACEMENT OF CURB AND PLACEMENT OF CURB AND OF CURB AND OF CURB AND CURB AND CURB AND AND AND GUTTER AND PAVEMENT. 11.ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION THE SITE AT APPROVED CONSTRUCTION THE SITE AT APPROVED CONSTRUCTION SITE AT APPROVED CONSTRUCTION SITE AT APPROVED CONSTRUCTION AT APPROVED CONSTRUCTION AT APPROVED CONSTRUCTION APPROVED CONSTRUCTION APPROVED CONSTRUCTION CONSTRUCTION CONSTRUCTION ACCESS POINTS.

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%%UEL PASO COUNTY STANDARD CONSTRUCTION NOTES:

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%%UTRAFFIC CONTROL NOTE

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THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY PROVIDE ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY PROVIDE ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY ALL TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY TRAFFIC CONTROL DEVICES AND MONITORING NECESSARY CONTROL DEVICES AND MONITORING NECESSARY CONTROL DEVICES AND MONITORING NECESSARY DEVICES AND MONITORING NECESSARY DEVICES AND MONITORING NECESSARY AND MONITORING NECESSARY AND MONITORING NECESSARY MONITORING NECESSARY MONITORING NECESSARY NECESSARY NECESSARY TO SAFELY COMPLETE THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE SAFELY COMPLETE THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE SAFELY COMPLETE THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE COMPLETE THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE COMPLETE THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE SHOWN IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE IN THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE THESE CONSTRUCTION DOCUMENTS IN CONFORMANCE CONSTRUCTION DOCUMENTS IN CONFORMANCE CONSTRUCTION DOCUMENTS IN CONFORMANCE DOCUMENTS IN CONFORMANCE DOCUMENTS IN CONFORMANCE IN CONFORMANCE IN CONFORMANCE CONFORMANCE CONFORMANCE WITH M.U.T.C.D. GUIDELINES. THE CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN M.U.T.C.D. GUIDELINES. THE CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN M.U.T.C.D. GUIDELINES. THE CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN GUIDELINES. THE CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN GUIDELINES. THE CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN THE CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN THE CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN CONTRACTOR SHALL COMPLETE ALL NECESSARY WORK FOR PLAN SHALL COMPLETE ALL NECESSARY WORK FOR PLAN SHALL COMPLETE ALL NECESSARY WORK FOR PLAN COMPLETE ALL NECESSARY WORK FOR PLAN COMPLETE ALL NECESSARY WORK FOR PLAN ALL NECESSARY WORK FOR PLAN ALL NECESSARY WORK FOR PLAN NECESSARY WORK FOR PLAN NECESSARY WORK FOR PLAN WORK FOR PLAN WORK FOR PLAN FOR PLAN FOR PLAN PLAN PLAN REVIEW, PERMITS AND PROCESSING. TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS PERMITS AND PROCESSING. TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS PERMITS AND PROCESSING. TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS AND PROCESSING. TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS AND PROCESSING. TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS PROCESSING. TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS PROCESSING. TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS TRAFFIC CONTROL WILL NOT BE PAID SEPARATELY BUT IS CONTROL WILL NOT BE PAID SEPARATELY BUT IS CONTROL WILL NOT BE PAID SEPARATELY BUT IS WILL NOT BE PAID SEPARATELY BUT IS WILL NOT BE PAID SEPARATELY BUT IS NOT BE PAID SEPARATELY BUT IS NOT BE PAID SEPARATELY BUT IS BE PAID SEPARATELY BUT IS BE PAID SEPARATELY BUT IS PAID SEPARATELY BUT IS PAID SEPARATELY BUT IS SEPARATELY BUT IS SEPARATELY BUT IS BUT IS BUT IS IS IS INCLUDED IN THE COST OF THE PROJECT.

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12.SIGHT VISIBILITY TRIANGLES AS IDENTIFIED IN THE PLANS SHALL BE PROVIDED AT ALL 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 PUBLIC WORK DEPARTMENT SIGNING AND STRIPING SHALL COMPLY WITH EL PASO COUNTY PUBLIC WORK DEPARTMENT AND MUTCD CRITERIA. 14.CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY EL PASO COUNTY PWD, INCLUDING CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY EL PASO COUNTY PWD, INCLUDING WORK WITHIN THE RIGHT-OF-WAY AND SPECIAL TRANSPORT PERMITS. 15.THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE PROPERTY LINE UNLESS OTHERWISE 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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NATURE REFUGE WAY

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SF-18-027

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JENNIFER IRVINE, P.E. DATE COUNTY ENGINEER / ECM ADMINISTRATOR

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1.INITIALLY THE EXPANDED ARROYA LANE WILL BE SURFACED WITH INITIALLY THE EXPANDED ARROYA LANE WILL BE SURFACED WITH THE EXPANDED ARROYA LANE WILL BE SURFACED WITH THE EXPANDED ARROYA LANE WILL BE SURFACED WITH EXPANDED ARROYA LANE WILL BE SURFACED WITH EXPANDED ARROYA LANE WILL BE SURFACED WITH ARROYA LANE WILL BE SURFACED WITH ARROYA LANE WILL BE SURFACED WITH LANE WILL BE SURFACED WITH LANE WILL BE SURFACED WITH WILL BE SURFACED WITH WILL BE SURFACED WITH BE SURFACED WITH BE SURFACED WITH SURFACED WITH SURFACED WITH WITH WITH GRAVEL AS AN INTERIM CONDITION. ARROYA LANE WILL BE PAVED AS AN INTERIM CONDITION. ARROYA LANE WILL BE PAVED AS AN INTERIM CONDITION. ARROYA LANE WILL BE PAVED AN INTERIM CONDITION. ARROYA LANE WILL BE PAVED AN INTERIM CONDITION. ARROYA LANE WILL BE PAVED INTERIM CONDITION. ARROYA LANE WILL BE PAVED INTERIM CONDITION. ARROYA LANE WILL BE PAVED CONDITION. ARROYA LANE WILL BE PAVED CONDITION. ARROYA LANE WILL BE PAVED ARROYA LANE WILL BE PAVED ARROYA LANE WILL BE PAVED ARROYA LANE WILL BE PAVED LANE WILL BE PAVED LANE WILL BE PAVED WILL BE PAVED WILL BE PAVED BE PAVED BE PAVED PAVED PAVED DURING A LATER PHASE OF THE RETREAT @ TIMBERRIDGE A LATER PHASE OF THE RETREAT @ TIMBERRIDGE A LATER PHASE OF THE RETREAT @ TIMBERRIDGE LATER PHASE OF THE RETREAT @ TIMBERRIDGE LATER PHASE OF THE RETREAT @ TIMBERRIDGE PHASE OF THE RETREAT @ TIMBERRIDGE PHASE OF THE RETREAT @ TIMBERRIDGE OF THE RETREAT @ TIMBERRIDGE OF THE RETREAT @ TIMBERRIDGE THE RETREAT @ TIMBERRIDGE THE RETREAT @ TIMBERRIDGE RETREAT @ TIMBERRIDGE RETREAT @ TIMBERRIDGE @ TIMBERRIDGE @ TIMBERRIDGE TIMBERRIDGE TIMBERRIDGE DEVELOPMENT. 2.THE SAND FILTERS ALONG ARROYA LANE MUST BE CONSTRUCTED THE SAND FILTERS ALONG ARROYA LANE MUST BE CONSTRUCTED SAND FILTERS ALONG ARROYA LANE MUST BE CONSTRUCTED SAND FILTERS ALONG ARROYA LANE MUST BE CONSTRUCTED FILTERS ALONG ARROYA LANE MUST BE CONSTRUCTED FILTERS ALONG ARROYA LANE MUST BE CONSTRUCTED ALONG ARROYA LANE MUST BE CONSTRUCTED ALONG ARROYA LANE MUST BE CONSTRUCTED ARROYA LANE MUST BE CONSTRUCTED ARROYA LANE MUST BE CONSTRUCTED LANE MUST BE CONSTRUCTED LANE MUST BE CONSTRUCTED MUST BE CONSTRUCTED MUST BE CONSTRUCTED BE CONSTRUCTED BE CONSTRUCTED CONSTRUCTED CONSTRUCTED PRIOR TO THE PAVING OF ARROYA LANE.

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%%UCONSTRUCTION SEQUENCE NOTES

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%%UCONSTRUCTION SEQUENCE NOTES

dsdrice

Text Box

Provide box culvert plans, profile and details. Provide culvert plans and profiles.

dsdrice

Callout

Sediment control is required at a minimum initially.

dsdrice

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Add fire district and utility owners including water line owner/district contact information.

dsdrice

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See comment letter.

dsdrice

EPC ENG Review

Reviewed by

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109150 SF

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109519 SF

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110587 SF

R-1

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218491 SF

R-7

218142 SF

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109265 SF

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48

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48

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45

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44.5

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270

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260

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240

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240

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250

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270

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280

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280

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240

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240

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7242

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7246

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7250

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7248

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7244

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7242

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7244

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7246

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7248

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201

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202

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208

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209

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210

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211

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212

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7300

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7290

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7300

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7290

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7280

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7270

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7280

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7270

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7270

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7260

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7260

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7250

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7250

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7240

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7240

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7240

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7230

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7260

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7250

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7240

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7250

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7260

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7270

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7270

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7250

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7260

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7270

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W

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W

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W

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W

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1+00

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2+00

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3+00

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4+00

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PC = 2+40

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PT = 7+11.24

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1+00

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2+00

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3+00

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4+00

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5+00

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6+00

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7+00

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8+00

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9+00

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11+00

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12+00

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18+00

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21+00

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21+96.41

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PC = 2+88.05

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PT = 5+17.31

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STA: 8+36.75

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OFFSET: 30.21 R

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STA: 7+40.75

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OFFSET: 30.50 L

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STA: 14+11.23

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OFFSET: 36.93 L

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STA: 14+92.56

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OFFSET: 41.33 R

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STA 1+00 START ARROYA LANE CL ALIGNMENT

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STA 21+96.41 END ARROYA LANE ALIGNMENT

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STA 1+00 START NATURE REFUGE WAY CL ALIGNMENT

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L=229.3' R=600.0' Δ=21.9°

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PR 3-6'x12' CONC BOX CULVERTS

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ARROYA LANE

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PR 24" RCP CULVERT

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PR DUAL 24" RCP CULVERT

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POND ACCESS PATH

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FUTURE ROAD

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FUTURE ROAD

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PR 18" RCP CULVERT & TYPE C ST INLET

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PR 6" HDPE CULVERT & 1'x1' ST INLET

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PR 12" HDPE CULVERT

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PR 12" HDPE CULVERT

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PR 30" RCP CULVERT

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PR EXTENDED DETENTION BASIN

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PR SAND FILTER DP-8

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PR SAND FILTER DP-7

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270

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280

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280

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270

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270

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280

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290

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300

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280

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280

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290

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300

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310

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320

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320

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320

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280

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208

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W

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7320

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7310

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7300

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7300

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7290

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7300

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7290

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7310

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7270

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7280

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7270

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N56°32'31"E

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489.24'

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S88°38'37"W

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1300.53'

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W

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W

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9+00

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11+00

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12+00

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13+00

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13+50.19

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PC = 2+40

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PT = 7+11.24

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17+00

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18+00

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19+00

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20+00

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21+00

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21+96.41

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STA 13+50.19 END NATURE REFUGE WAY ALIGNMENT

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L=471.2' R=300.0' Δ=90.0°

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PR 24" RCP CULVERT

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POND ACCESS PATH

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0

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SCALE:

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100'

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100'

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200'

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1"=100'

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DATE ISSUED

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SHEET NO. OF

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REVISIONS

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DESCRIPTION

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DATE

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H-SCALE

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V-SCALE

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CHECKED BY

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DRAWN BY

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DESIGNED BY

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PREPARED FOR:

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ATTN:

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NO.

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www.tnesinc.com

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FAX: 719-635-6426

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OFFICE: 719-635-6422

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721 S. 23RD STREET

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JOB NO.

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1733.00

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02/28/19

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2

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5

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TIMBERRIDGE ESTATES

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OVERVIEW

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9210 ARROYA LANE

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1"=100'

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NA

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LD

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DLF

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LD

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SCOTT HENTE

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2760 BROGANS BLUFF

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AutoCAD SHX Text

719.499.6752

AutoCAD SHX Text

%%UBENCHMARKS

AutoCAD SHX Text


AutoCAD SHX Text

EXISTING 10' CONTOUR

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EXISTING 2' CONTOUR

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%%ULEGEND%%U

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PROPOSED 10' CONTOUR

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PROPOSED 2' CONTOUR

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SURFACE FLOW CHANNEL

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PROPOSED DRAINAGE EASEMENT

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7260

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260

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EXISTING WATER LINE

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%%UARROYA LANE ALIGNMENT

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%%UNATURE REFUGE WAY ALIGNMENT

AutoCAD SHX Text

DRAINAGE FLOW DIRECTION

dsdrice

Callout

Show and label easement. Reference ECM 2.3.8.C.3.

dsdrice

Cloud+

dsdrice

Cloud+

Show easement. Ensure that this does not conflict with proposed landscaping plan.

dsdrice

Callout

outlet should be on east end

dsdrice

Callout

Show easements and ROW to be dedicated to EPC.

dsdrice

Callout

provide centerline bearings on the straight roads

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AutoCAD SHX Text

50

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52

AutoCAD SHX Text

54

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56

AutoCAD SHX Text

58

AutoCAD SHX Text

52

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50

AutoCAD SHX Text

48

AutoCAD SHX Text

50

AutoCAD SHX Text

54

AutoCAD SHX Text

54

AutoCAD SHX Text

52

AutoCAD SHX Text

48

AutoCAD SHX Text

48

AutoCAD SHX Text

47

AutoCAD SHX Text

46

AutoCAD SHX Text

45

AutoCAD SHX Text

44.5

AutoCAD SHX Text

270

AutoCAD SHX Text

260

AutoCAD SHX Text

250

AutoCAD SHX Text

240

AutoCAD SHX Text

240

AutoCAD SHX Text

250

AutoCAD SHX Text

260

AutoCAD SHX Text

270

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

250

AutoCAD SHX Text

250

AutoCAD SHX Text

280

AutoCAD SHX Text

240

AutoCAD SHX Text

240

AutoCAD SHX Text

7242

AutoCAD SHX Text

7244

AutoCAD SHX Text

7246

AutoCAD SHX Text

7250

AutoCAD SHX Text

7248

AutoCAD SHX Text

7244

AutoCAD SHX Text

7242

AutoCAD SHX Text

7244

AutoCAD SHX Text

7246

AutoCAD SHX Text

7248

AutoCAD SHX Text

201

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202

AutoCAD SHX Text

208

AutoCAD SHX Text

209

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210

AutoCAD SHX Text

211

AutoCAD SHX Text

212

AutoCAD SHX Text

7270

AutoCAD SHX Text

7280

AutoCAD SHX Text

7260

AutoCAD SHX Text

7250

AutoCAD SHX Text

7240

AutoCAD SHX Text

7240

AutoCAD SHX Text

7230

AutoCAD SHX Text

7260

AutoCAD SHX Text

7250

AutoCAD SHX Text

7250

AutoCAD SHX Text

7260

AutoCAD SHX Text

7270

AutoCAD SHX Text

7270

AutoCAD SHX Text

7260

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

1+00

AutoCAD SHX Text

2+00

AutoCAD SHX Text

PC = 2+40

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1+00

AutoCAD SHX Text

2+00

AutoCAD SHX Text

3+00

AutoCAD SHX Text

4+00

AutoCAD SHX Text

5+00

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6+00

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7+00

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8+00

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9+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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18+00

AutoCAD SHX Text

19+00

AutoCAD SHX Text

20+00

AutoCAD SHX Text

21+00

AutoCAD SHX Text

21+96.41

AutoCAD SHX Text

PC = 2+88.05

AutoCAD SHX Text

PT = 5+17.31

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STA: 8+36.75

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OFFSET: 30.21 R

AutoCAD SHX Text

STA: 7+40.75

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OFFSET: 30.50 L

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STA: 14+11.23

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OFFSET: 36.93 L

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STA: 14+92.56

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OFFSET: 41.33 R

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STA 1+00 START ARROYA LANE CL ALIGNMENT

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AutoCAD SHX Text


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L=229.3' R=600.0' Δ=21.9°

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PR 3-6'x12' CONC BOX CULVERTS

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ARROYA LANE

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PR 24" RCP CULVERT

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POND ACCESS PATH

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FUTURE ROAD

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FUTURE ROAD

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PR 12" HDPE CULVERT

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PR 12" HDPE CULVERT

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PR 30" RCP CULVERT

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PR EXTENDED DETENTION BASIN

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PR SAND FILTER DP-8

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PR SAND FILTER DP-7

AutoCAD SHX Text

7230

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7240

AutoCAD SHX Text

7250

AutoCAD SHX Text

7260

AutoCAD SHX Text

7270

AutoCAD SHX Text

7280

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DATUM ELEV

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7225.00

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1+00

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2+00

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3+00

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4+00

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5+00

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6+00

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7+00

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8+00

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9+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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18+00

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19+00

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20+00

AutoCAD SHX Text

21+00

AutoCAD SHX Text

7272.1

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7270.0

AutoCAD SHX Text

7268.8

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7267.4

AutoCAD SHX Text

7265.5

AutoCAD SHX Text

7263.9

AutoCAD SHX Text

7262.5

AutoCAD SHX Text

7261.6

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7260.5

AutoCAD SHX Text

7259.4

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7258.3

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7257.3

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7256.4

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7255.5

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7254.5

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7253.4

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7252.1

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7248.7

AutoCAD SHX Text

7243.7

AutoCAD SHX Text

7239.7

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7237.7

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7237.1

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7237.8

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7239.3

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7241.0

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7243.2

AutoCAD SHX Text

7245.8

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7248.7

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7251.8

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7254.5

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7257.4

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7259.8

AutoCAD SHX Text

7262.2

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7264.9

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7267.5

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7269.9

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7272.2

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7274.0

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7275.9

AutoCAD SHX Text

7277.8

AutoCAD SHX Text

7279.7

AutoCAD SHX Text

7281.5

AutoCAD SHX Text

7283.2

AutoCAD SHX Text

K = 37.34

AutoCAD SHX Text

A.D. = 1.61

AutoCAD SHX Text

PVI ELEV = 7263.83

AutoCAD SHX Text

PVI STA = 3+40.27

AutoCAD SHX Text

PVC STA. 3+10.27

AutoCAD SHX Text

PVC EL= 7264.94

AutoCAD SHX Text

PVT STA. 3+70.27

AutoCAD SHX Text

PVT EL= 7263.20

AutoCAD SHX Text

7263.68

AutoCAD SHX Text

-3.69%

AutoCAD SHX Text

7270.85

AutoCAD SHX Text

7269.00

AutoCAD SHX Text

7267.16

AutoCAD SHX Text

7265.31

AutoCAD SHX Text

K = 41.29

AutoCAD SHX Text

A.D. = -1.45

AutoCAD SHX Text

PVI ELEV = 7252.18

AutoCAD SHX Text

PVI STA = 8+99.26

AutoCAD SHX Text

PVC STA. 8+69.26

AutoCAD SHX Text

PVC EL= 7252.81

AutoCAD SHX Text

PVT STA. 9+29.26

AutoCAD SHX Text

PVT EL= 7251.12

AutoCAD SHX Text

7252.05

AutoCAD SHX Text

-2.08%

AutoCAD SHX Text

7262.58

AutoCAD SHX Text

7261.54

AutoCAD SHX Text

7260.50

AutoCAD SHX Text

7259.46

AutoCAD SHX Text

7258.42

AutoCAD SHX Text

7257.38

AutoCAD SHX Text

7256.33

AutoCAD SHX Text

7255.29

AutoCAD SHX Text

7254.25

AutoCAD SHX Text

7253.21

AutoCAD SHX Text

K = 38.32

AutoCAD SHX Text

A.D. = 7.18

AutoCAD SHX Text

PVI ELEV = 7242.55

AutoCAD SHX Text

PVI STA = 11+71.54

AutoCAD SHX Text

LP STA = 11+74.17

AutoCAD SHX Text

LP ELEV = 7245.01

AutoCAD SHX Text

PVC STA. 10+29.88

AutoCAD SHX Text

PVC EL= 7247.56

AutoCAD SHX Text

PVT STA. 13+05.01

AutoCAD SHX Text

PVT EL= 7247.42

AutoCAD SHX Text

7246.90

AutoCAD SHX Text

7245.69

AutoCAD SHX Text

7245.08

AutoCAD SHX Text

7245.09

AutoCAD SHX Text

7245.72

AutoCAD SHX Text

-3.54%

AutoCAD SHX Text

7250.39

AutoCAD SHX Text

7248.62

AutoCAD SHX Text

K = 28.04

AutoCAD SHX Text

A.D. = 2.14

AutoCAD SHX Text

PVI ELEV = 7262.87

AutoCAD SHX Text

PVI STA = 17.29

AutoCAD SHX Text

PVC STA. 16+90

AutoCAD SHX Text

PVC EL= 7261.44

AutoCAD SHX Text

PVT STA. 17+50

AutoCAD SHX Text

PVT EL= 7264.06

AutoCAD SHX Text

7251.75

AutoCAD SHX Text

3.64%%%

AutoCAD SHX Text

7246.84

AutoCAD SHX Text

7248.01

AutoCAD SHX Text

7249.19

AutoCAD SHX Text

7250.36

AutoCAD SHX Text

K = 42.43

AutoCAD SHX Text

A.D. = -1.41

AutoCAD SHX Text

PVI ELEV = 7270.82

AutoCAD SHX Text

PVI STA = 18+70

AutoCAD SHX Text

PVC STA. 18+40

AutoCAD SHX Text

PVC EL= 7269.26

AutoCAD SHX Text

PVT STA. 19+00

AutoCAD SHX Text

PVT EL= 7271.96

AutoCAD SHX Text

7269.77

AutoCAD SHX Text

7271.96

AutoCAD SHX Text

5.78%%%

AutoCAD SHX Text

7254.14

AutoCAD SHX Text

7256.75

AutoCAD SHX Text

7259.35

AutoCAD SHX Text

7261.96

AutoCAD SHX Text

7264.57

AutoCAD SHX Text

7267.17

AutoCAD SHX Text

3.80%

AutoCAD SHX Text

7271.96

AutoCAD SHX Text

7273.86

AutoCAD SHX Text

7275.76

AutoCAD SHX Text

7277.66

AutoCAD SHX Text

7279.56

AutoCAD SHX Text

7281.46

AutoCAD SHX Text

7283.22

AutoCAD SHX Text

STA. 20+66.97 CL= STA. 1+00.00 EOA 16' L&R CL EL=7278.31 EOA EL=7277.93

AutoCAD SHX Text


AutoCAD SHX Text

CL-CL INT STA. 20+25.97 A.L.= STA. 1+00.00 N.R.W. EL=7276.75

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ROUGH EX WATER MAIN ELEV (PROJECTED)

AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE:

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70'

AutoCAD SHX Text

70'

AutoCAD SHX Text

140'

AutoCAD SHX Text

1"=70'

AutoCAD SHX Text

DATE ISSUED

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SHEET NO. OF

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REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

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H-SCALE

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V-SCALE

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CHECKED BY

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DRAWN BY

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DESIGNED BY

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PREPARED FOR:

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ATTN:

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NO.

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www.tnesinc.com

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FAX: 719-635-6426

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OFFICE: 719-635-6422

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AutoCAD SHX Text

721 S. 23RD STREET

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JOB NO.

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1733.00

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02/28/19

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3

AutoCAD SHX Text

5

AutoCAD SHX Text

TIMBERRIDGE ESTATES

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AutoCAD SHX Text

ARROYA LANE - PLAN & PROFILE

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9210 ARROYA LANE

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1"=70'

AutoCAD SHX Text

1"=7'

AutoCAD SHX Text

LD

AutoCAD SHX Text

DLF

AutoCAD SHX Text

LD

AutoCAD SHX Text


AutoCAD SHX Text

SCOTT HENTE

AutoCAD SHX Text

2760 BROGANS BLUFF

AutoCAD SHX Text


AutoCAD SHX Text

719.499.6752

AutoCAD SHX Text

%%UBENCHMARKS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXISTING 2' CONTOUR

AutoCAD SHX Text

%%ULEGEND%%U

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED 2' CONTOUR

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

7260

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260

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EXISTING WATER LINE

AutoCAD SHX Text

%%UARROYA LANE ALIGNMENT - PLAN

AutoCAD SHX Text

%%UARROYA LANE ALIGNMENT - PROFILE

AutoCAD SHX Text

HORZ VERT SCALE:1"=7'

AutoCAD SHX Text


dsdrice

Text Box

Label design and posted speed and road classification. Vertical curves need to meet design speeds in ECM Tables 2-12 and 2-14.

dsdrice

Callout

Label the end of construction. Continue profile far enough (at least 100 feet) to show appropriate tie-in. The private road continues so you can't have large grade breaks here.

dsdrice

Callout

This grading doesn't match profile.

dsdrice

Callout

If there's a berm here the top needs to be wide enough not to erode.

dsdrice

Length Measurement

6.73

dsdrice

Callout

provide the required 5:1 foreslope

dsdrice

Callout

show path and easement

dsdrice

Cloud+

dsdrice

Cloud+

See drainage report comments.

dsdrice

Text Box

Provide roadside ditch stabilization.

dsdrice

Callout

label beginning of construction, stationing, elevation...

dsdrice

Cloud+

dsdrice

Cloud+

Show and label existing improvements and proposed improvements including apron and shoulders on Vollmer Road. If Vollmer Road pavement is not 24 feet wide additional improvements may be required. Provide detail if necessary.

dsdrice

Cloud+

dsdrice

Cloud+

provide at 1"=50'

R-8

109591 SF

109150 SF

R-9

109519 SF

R-2

R-10

110587 SF

109137 SF

R-1

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AutoCAD SHX Text

270

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

270

AutoCAD SHX Text

270

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

290

AutoCAD SHX Text

300

AutoCAD SHX Text

310

AutoCAD SHX Text

320

AutoCAD SHX Text

320

AutoCAD SHX Text

320

AutoCAD SHX Text

280

AutoCAD SHX Text

208

AutoCAD SHX Text

W

AutoCAD SHX Text

7320

AutoCAD SHX Text

7310

AutoCAD SHX Text

7300

AutoCAD SHX Text

7290

AutoCAD SHX Text

7300

AutoCAD SHX Text

7310

AutoCAD SHX Text

7270

AutoCAD SHX Text

7280

AutoCAD SHX Text

W

AutoCAD SHX Text

W

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1+00

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2+00

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3+00

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4+00

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5+00

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6+00

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7+00

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8+00

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9+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

AutoCAD SHX Text

13+50.19

AutoCAD SHX Text

PC = 2+40

AutoCAD SHX Text

PT = 7+11.24

AutoCAD SHX Text

18+00

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19+00

AutoCAD SHX Text

20+00

AutoCAD SHX Text

21+00

AutoCAD SHX Text

21+96.41

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AutoCAD SHX Text


AutoCAD SHX Text

STA 13+50.19 END NATURE REFUGE WAY ALIGNMENT

AutoCAD SHX Text

L=471.2' R=300.0' Δ=90.0°

AutoCAD SHX Text

PR 24" RCP CULVERT

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AutoCAD SHX Text

POND ACCESS PATH

AutoCAD SHX Text


AutoCAD SHX Text

7270

AutoCAD SHX Text

7280

AutoCAD SHX Text

7290

AutoCAD SHX Text

7300

AutoCAD SHX Text

7310

AutoCAD SHX Text

7320

AutoCAD SHX Text

DATUM ELEV

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7260.00

AutoCAD SHX Text

1+00

AutoCAD SHX Text

2+00

AutoCAD SHX Text

3+00

AutoCAD SHX Text

4+00

AutoCAD SHX Text

5+00

AutoCAD SHX Text

6+00

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7+00

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8+00

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9+00

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10+00

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11+00

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12+00

AutoCAD SHX Text

13+00

AutoCAD SHX Text


AutoCAD SHX Text

-2.00%

AutoCAD SHX Text

K = 28.93

AutoCAD SHX Text

A.D. = 8.29

AutoCAD SHX Text

PVI ELEV = 7272.22

AutoCAD SHX Text

PVI STA = 5+35

AutoCAD SHX Text

LP STA = 4+43.95

AutoCAD SHX Text

LP ELEV = 7273.27

AutoCAD SHX Text

PVC STA. 4+15

AutoCAD SHX Text

PVC EL= 7273.42

AutoCAD SHX Text

PVT STA. 6+55

AutoCAD SHX Text

PVT EL= 7280.97

AutoCAD SHX Text

-1.00%

AutoCAD SHX Text

K = 20.73

AutoCAD SHX Text

A.D. = -4.82

AutoCAD SHX Text

PVI ELEV = 7317.08

AutoCAD SHX Text

PVI STA = 11+50

AutoCAD SHX Text

PVC STA. 11+00

AutoCAD SHX Text

PVC EL= 7313.43

AutoCAD SHX Text

PVT STA. 12+00

AutoCAD SHX Text

PVT EL= 7318.31

AutoCAD SHX Text

7.29%

AutoCAD SHX Text

2.47%

AutoCAD SHX Text

-2.50%%%

AutoCAD SHX Text

2.50%%%

AutoCAD SHX Text

STA.=1+18.00 CL BEGIN CONST @ EOA CL EL=7326.39

AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

70'

AutoCAD SHX Text

70'

AutoCAD SHX Text

140'

AutoCAD SHX Text

1"=70'

AutoCAD SHX Text

DATE ISSUED

AutoCAD SHX Text

SHEET NO. OF

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

H-SCALE

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V-SCALE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text


AutoCAD SHX Text

PREPARED FOR:

AutoCAD SHX Text

ATTN:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

www.tnesinc.com

AutoCAD SHX Text

FAX: 719-635-6426

AutoCAD SHX Text

OFFICE: 719-635-6422

AutoCAD SHX Text


AutoCAD SHX Text

721 S. 23RD STREET

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

1733.00

AutoCAD SHX Text

02/28/19

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

TIMBERRIDGE ESTATES

AutoCAD SHX Text


AutoCAD SHX Text

NATURE REFUGE WAY - PLAN & PROFILE

AutoCAD SHX Text

9210 ARROYA LANE

AutoCAD SHX Text

1"=70'

AutoCAD SHX Text

1"=7'

AutoCAD SHX Text

LD

AutoCAD SHX Text

DLF

AutoCAD SHX Text

LD

AutoCAD SHX Text


AutoCAD SHX Text

SCOTT HENTE

AutoCAD SHX Text

2760 BROGANS BLUFF

AutoCAD SHX Text


AutoCAD SHX Text

719.499.6752

AutoCAD SHX Text

%%UBENCHMARKS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXISTING 2' CONTOUR

AutoCAD SHX Text

%%ULEGEND%%U

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED 2' CONTOUR

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

7260

AutoCAD SHX Text

260

AutoCAD SHX Text

EXISTING WATER LINE

AutoCAD SHX Text

%%UARROYA LANE ALIGNMENT - PLAN

AutoCAD SHX Text

%%UARROYA LANE ALIGNMENT - PROFILE

AutoCAD SHX Text


AutoCAD SHX Text


dsdrice

Callout

show the profile to the end of the cul-de-sac and through ditch to tie-in with existing

dsdrice

Text Box

Provide roadside ditch stabilization.

dsdrice

Text Box

Label design and posted speed and road classification.

dsdrice

Cloud+

dsdrice

Cloud+

provide at 1"=50'

dsdrice

Callout

What is this linetype - fence?

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- D

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ILS, 2/28/2019 11:42:13 A

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AutoCAD SHX Text

201

AutoCAD SHX Text

202

AutoCAD SHX Text

208

AutoCAD SHX Text

209

AutoCAD SHX Text

210

AutoCAD SHX Text

211

AutoCAD SHX Text

212

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

1+00

AutoCAD SHX Text

2+00

AutoCAD SHX Text

PC = 2+40

AutoCAD SHX Text

1+00

AutoCAD SHX Text

2+00

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21+96.41

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PC = 2+88.05

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PT = 5+17.31

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STA: 8+36.75

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OFFSET: 30.21 R

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STA: 7+40.75

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OFFSET: 30.50 L

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STA: 14+11.23

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OFFSET: 36.93 L

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STA: 14+92.56

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OFFSET: 41.33 R

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INSTALL R-1 STOP SIGN W/ D-3 4" FONT STREET NAME SIGN

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INSTALL R-1 STOP SIGN W/ D-3 4" FONT STREET NAME SIGN

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FUTURE ROAD

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FUTURE ROAD

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%%UTYPICAL STREET SECTION (RURAL MINOR COLLECTOR) - ARROYA LANE (PUBLIC)

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NOT TO SCALE

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2%

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EX WATER MAIN, LOCATION AND DEPTH VARIES ALONG ROAD

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%%UFINAL ASPHALT SURFACE

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2'

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HMA SURFACE

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%%UTYPICAL STREET SECTION (RURAL LOCAL) - NATURE REFUGE WAY (PUBLIC)

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%%UTYPICAL STREET SECTION (RURAL MINOR COLLECTOR) - ARROYA LANE (PUBLIC)

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%%UINTERIM GRAVEL SURFACE

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GRAVEL SURFACE

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0

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1"=100'

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DATE ISSUED

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SHEET NO. OF

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REVISIONS

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DESCRIPTION

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DATE

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PREPARED FOR:

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ATTN:

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NO.

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www.tnesinc.com

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FAX: 719-635-6426

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OFFICE: 719-635-6422

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721 S. 23RD STREET

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JOB NO.

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1733.00

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02/28/19

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5

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5

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TIMBERRIDGE ESTATES

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DETAILS SHEET

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9210 ARROYA LANE

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1"=100'

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NA

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LD

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DLF

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LD

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SCOTT HENTE

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2760 BROGANS BLUFF

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719.499.6752

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%%UBENCHMARKS

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EXISTING 2' CONTOUR

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%%ULEGEND%%U

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PROPOSED 2' CONTOUR

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7260

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260

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EXISTING WATER LINE

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%%USIGNAGE PLAN

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R1-1

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STOP

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D-3

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MAIN

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ST

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%%U3-6'x12' CONCRETE BOX CULVERTS - PLAN VIEW

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%%U3-6'x12' CONCRETE BOX CULVERTS - PROFILE VIEW

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BOX CULVERTS

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WING WALL

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HEAD WALL

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NORTH

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SOUTH

dsdrice

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list or provide table of the street name signs and sizes

dsdrice

Callout

Add end of County maintenance and private road signs.

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Image

dsdrice

arrow & box

Call out and design per ECM SD_2-12 details - ditch slopes.

dsdrice

Cloud+

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Cloud+

80'

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Cloud+

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Cloud+

80'

dsdrice

Text Box

Show the 5-foot public improvements easement on both sides.

timberridge estates - 9210 arroya lane · 2019. 4. 18. · 109087 sf 110587 sf 109137 sf r-1 site...

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