New TIMBERLINE STORAGE YARD - GRADING AND EROSION … · 2017. 12. 6. · proposed fence line...

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17,921 SF (2 STORY)

OFFICE SPACE

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EL PASO COUNTY, STATE OF COLORADO

N.T.S.VICINITY MAP

SITE MAP

1"=200'AREA MAP

TOTAL SUBJECTPROPERTY BOUNDARY

37.95 AC

PROPOSEDDEVELOPED AREA

11.48 AC

REMAININGUNDISTURBEDAREA 26.47 AC

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A PORTION OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 13 SOUTH, RANGE 65 WEST OF THE 6TH PRINCIPAL MERIDIAN,

CIVIL CONSULTANTS, INC.

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TIMBERLINE STORAGE YARD - GRADING AND EROSION CONTROL PLAN

PROPOSEDFENCE LINE

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S 90°00'00" W 1148.92' (M)

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N 00°14'08" E 1455.26' (M)

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S 90°00'00" W 1148.00' (R)

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BASIS OF BEARINGS

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N 00°12'46" E 1457.19' (R)

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CAPITAL DRIVE (40' R.O.W.)

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SOUTH LINE OF THE SOUTHWEST QUARTER SECTION 28, T13S, R65W

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15' RAILROAD SPUR EASEMENT (BOOK 2722, PAGE 86) (BOOK 3505, PAGE 6) (BOOK 3505, PAGE 9)

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FOUND #5 REBAR w/ YELLOW PLASTIC CAP STAMPED "4M GROUP INC. PLS 37909" FLUSH w/ GRADE 0.14' NORTH OF SECTION LINE ACCEPTED AS CORNER

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WV

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Y

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LOT 7 MARKSHEFFEL INDUSTRIAL PARK SCHEDULE No. 5333201007 ZONING: I-3 (COUNTY)

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UNPLATTED SCHEDULE No. 5300000190 ZONING: M-1 (CITY)

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UNPLATTED SCHEDULE No. 5300000552 ZONING: I-3 (COUNTY)

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PARCEL A UNPLATTED VACANT PARCEL SCHEDULE No. 5300000176 CALCULATED AREA=1,653,246 SQ.FT. (37.95 ACRES)±

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15' RAILROAD SPUR EASEMENT (BOOK 2722, PAGE 86) (BOOK 3505, PAGE 6) (BOOK 3505, PAGE 9)

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15' RAILROAD SPUR EASEMENT (BOOK 2722, PAGE 86) (BOOK 3505, PAGE 9)

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40' RESERVED R.O.W FOR ROADWAY & UTILITY PURPOSES (BOOK 3062, PAGE 868) (BOOK 3505, PAGE 14) (BOOK 3552, PAGE 192) (BOOK 3559, PAGE 817)

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GRAVEL

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ASPHALT PARKING

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OFFICE ASPHALT PARKING

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GRAVEL STORAGE YARD

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20' CONCRETE APRON

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20' CONCRETE APRON

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EPC TYPE A

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EX TYPE C CURB

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EX EOA

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110.0'

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405.00'

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5' SIDEWALK

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5' SIDE WALK

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EPC TYPE B

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416.33'

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(40' R.O.W.)

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PROP EOA

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EX WTR

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EX SWR

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PROP WATER

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PROP SEWER

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PROP EOA

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34' D/W

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UTILITY SERVICES

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YARD GATE

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30' D/W

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PROP FIRE HYDRANT

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PROP STORM OUTFALL

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15

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14

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13

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HC

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HC

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HC

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HC

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HC

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EMPLOYEE GRAVEL

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72

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STORM OUTLET

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STORM INLET

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EX FIRE HYDRANT

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PARKING

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TRASH RECEPTACLE

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PROPOSED LANDSCAPING

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PROP CONCRETE PAD

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6" ASPHALT CURB

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CONCRETE

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RUNDOWN

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22'

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PVMT

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12'

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STORM INLET

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YARD GATE

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POND ACCESS GATE

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7' CHASE

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TOP OF BERM

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TOP OF BERM

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DETENTION POND

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N 00°13'00" E 2577.43' (M)

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1" =

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0

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Scale in Feet

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5

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50

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25

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50'

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EL PASO COUNTY FILE NO. PPR 17-018

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%%ULEGAL DESCRIPTION:

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POWERS BLVD.

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MARKSHEFFEL ROAD

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US-24

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SITE

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THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 13 SOUTH, RANGE 65 WEST OF THE 6TH P.M., EL PASO COUNTY, COLORADO, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE ON THE WEST LINE OF SAID SOUTHWEST QUARTER, NORTH 00 DEGREES 02 MINUTES 12 SECONDS WEST A DISTANCE OF 298.20 FEET TO INTERSECT THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD; THENCE NORTHEASTERLY AND EASTERLY ON SAID RIGHT-OF-WAY LINE ON A CURVE TO THE RIGHT WHOSE RADIUS IS 1,795.32 FEET, THROUGH A CENTRAL ANGLE OF 63 DEGREES 33 MINUTES 20 SECONDS AN ARC DISTANCE OF 1,991.47 FEET FOR THE POINT OF BEGINNING OF THE TRACT TO BE DESCRIBED HEREBY; THENCE CONTINUE ON THE LAST MENTIONED CURVE, WHOSE RADIUS IS 1,795.32 FEET, THROUGH A CENTRAL ANGLE OF 06 DEGREES 56 MINUTES 39 SECONDS AN ARC DISTANCE OF 217.59 FEET; THENCE ON A SPIRAL CURVE, WHOSE LONG CHORD BEARS SOUTH 86 DEGREES 25 MINUTES 49 SECONDS EAST A DISTANCE OF 195.23 FEET TO A POINT OF TANGENCY; THENCE SOUTH 85 DEGREES 25 MINUTES 17 SECONDS EAST A DISTANCE OF 738.04 FEET MORE OF LESS TO INTERSECT THE EAST LINE OF SAID SOUTHWEST QUARTER; THENCE ON SAID EAST LINE SOUTH 00 DEGREES 12 MINUTES 46 SECONDS WEST A DISTANCE OF 1,395.80 FEET TO THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER; THENCE ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER, SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 1,148.00 FEET; THENCE NORTH 00 DEGREES 12 MINUTES 46 SECONDS EAST A DISTANCE 0F 1,457.19 FEET MORE OR LESS TO THE POINT OF BEGINNING. CALCULATED AREA=1,653,246 SQ.FT. (37.95 ACRES)±

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CONSTITUTION AVENUE

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N. CAREFREE CIRCLE

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EX DRAINAGE CHANNEL

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CAPITAL DRIVE

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PAGE INDEX

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1 OF 8COVER SHEET COVER SHEET

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2&3 OF 8GRADING & EROSION CONTROLGRADING & EROSION CONTROL

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4 OF 8 GRADING & EROSION CONTROL DETAILS GRADING & EROSION CONTROL DETAILSGRADING & EROSION CONTROL DETAILS

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5-8 OF 8POND DETAILS & STORM SEWER PLANSPOND DETAILS & STORM SEWER PLANS

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S 90°00'00" W 1148.92' (M)

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N 00°14'08" E 1455.26' (M)

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S 85°17'22" E 737.97' (M)

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S 00°12'42" W 1396.05' (M)

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L=221.58' (M) R=1795.32' D=7°04'17" CB=N 87°19'32" E CL=221.44'

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L=191.67' (C) R=2690.75' D=4°04'53" CB=S 87°19'48" E CL=191.63'

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%%UCONTACTS

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OWNERTIMBERLINE LANDSCAPING, INC. TIMBERLINE LANDSCAPING, INC. 3499 CAPITAL DRIVE COLORADO SPRINGS, CO 80939 CIVIL ENGINEERMS CIVIL CONSULTANTS, INC MS CIVIL CONSULTANTS, INC 102 E. PIKES PEAK AVE. STE 306 COLORADO SPRINGS, CO 80903 VIRGIL A. SANCHEZ, P.E. 719-491-0818 WATER AND WASTEWATERCHEROKEE METROPOLITAN DISTRICT CHEROKEE METROPOLITAN DISTRICT 6250 PALMER PARK BOULEVARD COLORADO SPRINGS, CO 80915-1721 JONATHAN SMITH 719-597-5080 COUNTY ENGINEEREL PASO COUNTY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT 2880 INTERNATIONAL CIRCLE, SUITE 110 COLORADO SPRINGS, COLORADO 80910 GILBERT LAFORCE, P.E. 719-520-7945 FIRE DEPARTMENTCIMARRON HILLS FIRE DEPARTMENT CIMARRON HILLS FIRE DEPARTMENT 1835 TUSKEGEE PLACE COLORADO SPRINGS, CO 80915 719-591-0960 TELEPHONE COMPANYU.S. WEST COMMUNICATIONS (LOCATORS) U.S. WEST COMMUNICATIONS (LOCATORS) 800-922-1987 AT&T (LOCATORS) 719-635-3674

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%%UOWNER/DEVELOPER'S STATEMENT:

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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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DATE

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NAME:

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%%UDESIGN ENGINEER'S STATEMENT

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DATE

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THIS GRADING AND EROSION CONTROL PLAN WAS PREPARED UNDER MY DIRECTION AND SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SAID PLAN HAS BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR GRADING AND EROSION CONTROL PLANS. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY NEGLIGENT ACTS, ERRORS OR OMISSIONS ON MY PART IN PREPARING THIS PLAN.

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VIRGIL A. SANCHEZ, COLORADO P.E. #37160 FOR AND ON BEHALF OF M & S CIVIL CONSULTANTS, INC.

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BUSINESS NAME:

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ADDRESS:

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%%UEL PASO COUNTY:

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JENNIFER IRVINE, P.E.

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DATE

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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, 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 DIRECTOR'S DISCRETION.

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COUNTY ENGINEER / ECM ADMINISTRATOR

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NO.

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REVISIONS:

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CHECKED BY:

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DRAWN BY:

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DESIGNED BY:

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DATE:

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BY:

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DESCRIPTION:

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APRV'D. BY:

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DATE:

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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

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CAUTION

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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.

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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160

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PROJECT NO.

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File: O:\43095A\Tim Emick\dwg\Dev Plan\43095 Grading COVER.dwg Plotstamp: 12/2/2017 7:23 PM

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HORIZONTAL:

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VERTICAL:

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DATE:

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TIMBERLINE STORAGE YARD

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GRADING AND EROSION CONTROL PLAN

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43-095

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GW

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GW

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VAS

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N/A

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N/A

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12/02/2017

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SHEET 1 OF 8

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TIMBERLINE STORAGE YARDGRADING AND EROSION CONTROL PLAN

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S 90°00'00" W 1148.92' (M)

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GRAVEL

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20' CONCRETE APRON

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20' CONCRETE APRON

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EX CAPITAL DR.

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PROPOSED BUILDING FF=6343.00

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PROPOSED BUILDING FF=6343.00

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8110 OPPORTUNITY VIEW

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FG=42.92

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FG=42.92

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FG=42.67

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FG=42.67

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FG=42.67

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FG=42.67

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1.0%%%

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1.0%%%

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FG=42.92

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FG=42.87

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FG=42.82

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FG=42.88

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BEG 10' TRANS

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FG=42.82

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FL=42.86

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5' TRANS

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FL=42.33

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3.0%%%

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1.5%%%

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3.0%%%

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FL=42.30

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FG=32.70

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FG=32.54

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FG=32.80

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FG=33.10

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FL=32.80

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FG=32.66

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FG=34.22

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SPILL

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CARRY

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CARRY

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SPILL

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SPILL

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FG=42.92

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END CURB

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BOT=41.65

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BOT=41.95

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0.25%%%

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FENCE

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FENCE

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FENCE

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FENCE

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3:1

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TOP OF BERM

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26' x 45' SPILLWAY ELEV = 6539.05

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GRADING AND EROSION CONTROL NOTES: 1.CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM DEVELOPMENT SERVICES AND CONSTRUCTION MAY NOT COMMENCE UNTIL A CONSTRUCTION PERMIT IS OBTAINED FROM DEVELOPMENT SERVICES AND A PRECONSTRUCTION CONFERENCE IS HELD WITH DEVELOPMENT SERVICES INSPECTIONS. 2.STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES POLLUTION OF ANY ON-SITE OR OFF SITE WATERS, INCLUDING WETLANDS. 3.NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND DEVELOPMENT CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS TO REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING. 4.A SEPARATE STORMWATER MANAGEMENT PLAN (SMWP) FOR THIS PROJECT SHALL BE COMPLETED AND AN EROSION AND A SEPARATE STORMWATER MANAGEMENT PLAN (SMWP) FOR THIS PROJECT SHALL BE COMPLETED AND AN EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP) ISSUED PRIOR TO COMMENCING CONSTRUCTION. DURING CONSTRUCTION THE SWMP IS THE RESPONSIBILITY OF THE DESIGNATED STORMWATER MANAGER, SHALL BE LOCATED ON SITE AT ALL TIMES AND SHALL BE KEPT UP TO DATE WITH WORK PROGRESS AND CHANGES IN THE FIELD. 5.ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGE EROSION AND SEDIMENT ONCE THE ESQCP HAS BEEN ISSUED, THE CONTRACTOR MAY INSTALL THE INITIAL STAGE EROSION AND SEDIMENT CONTROL BMPS AS INDICATED ON THE GEC. A PRECONSTRUCTION MEETING BETWEEN THE CONTRACTOR, ENGINEER, AND EL PASO COUNTY WILL BE HELD PRIOR TO ANY CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COORDINATE THE MEETING TIME AND PLACE WITH COUNTY DSD INSPECTIONS STAFF. 6.SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 21 CALENDAR DAYS AFTER FINAL GRADING, OR FINAL EARTH DISTURBANCE, HAS BEEN COMPLETED. DISTURBED AREAS AND STOCKPILES WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS SHALL ALSO BE MULCHED WITHIN 21 DAYS AFTER INTERIM GRADING. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN 60 DAYS SHALL ALSO BE SEEDED. ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND BMPS SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED AND ESTABLISHED. 7.TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND EARTH DISTURBANCE AREAS GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT TO STANDARDS AND SPECIFICATION PRESCRIBED IN THE DCM VOLUME II AND THE ENGINEERING CRITERIA MANUAL (ECM) APPENDIX I. 8.ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAIN ACCEPTABLE SOIL EROSION AND ALL PERSONS ENGAGED IN EARTH DISTURBANCE SHALL IMPLEMENT AND MAINTAIN ACCEPTABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES INCLUDING BMPS IN CONFORMANCE WITH THE EROSION CONTROL TECHNICAL STANDARDS OF THE DRAINAGE CRITERIA MANUAL (DCM) VOLUME II AND IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN (SWMP). 9.ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPS AND ALL PERMANENT FACILITIES INTENDED TO CONTROL ALL TEMPORARY EROSION CONTROL FACILITIES INCLUDING BMPS AND ALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ANY EARTH DISTURBANCE OPERATIONS, SHALL BE INSTALLED AS DEFINED IN THE APPROVED PLANS, THE SWMP AND THE DCM VOLUME II AND MAINTAINED THROUGHOUT THE DURATION OF THE EARTH DISTURBANCE OPERATION. 10.ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED ANY EARTH DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER SO AS TO EFFECTIVELY REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. ALL DISTURBANCES SHALL BE DESIGNED, CONSTRUCTED, AND COMPLETED SO THAT THE EXPOSED AREA OF ANY DISTURBED LAND SHALL BE LIMITED TO THE SHORTEST PRACTICAL PERIOD OF TIME. 11.ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF STORMWATER ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF STORMWATER AROUND, THROUGH, OR FROM THE EARTH DISTURBANCE AREA SHALL BE DESIGNED TO LIMIT THE DISCHARGE TO A NON-EROSIVE VELOCITY. 12.CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THE SWMP. NO WASH WATER CONCRETE WASH WATER SHALL BE CONTAINED AND DISPOSED OF IN ACCORDANCE WITH THE SWMP. NO WASH WATER SHALL BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. 13.EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1. EROSION CONTROL BLANKETING IS TO BE USED ON SLOPES STEEPER THAN 3:1. 14.BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED IN THE STREET, ALLEY, OR OTHER PUBLIC WAY, UNLESS IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. BMP'S MAY BE REQUIRED BY EL PASO COUNTY ENGINEERING IF DEEMED NECESSARY, BASED ON SPECIFIC CONDITIONS AND CIRCUMSTANCES. 15.VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS TRACKED OFFSITE VEHICLE TRACKING OF SOILS AND CONSTRUCTION DEBRIS OFF-SITE SHALL BE MINIMIZED. MATERIALS TRACKED OFFSITE SHALL BE CLEANED UP AND PROPERLY DISPOSED OF IMMEDIATELY. 16.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION SITE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTES FROM THE CONSTRUCTION SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORY REQUIREMENTS. NO CONSTRUCTION DEBRIS, TREE SLASH, BUILDING MATERIAL WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURIED, DUMPED, OR DISCHARGED AT THE SITE. 17.THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE THE OWNER, SITE DEVELOPER, CONTRACTOR, AND/OR THEIR AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS, DIRT, TRASH, ROCK, SEDIMENT, AND SAND THAT MAY ACCUMULATE IN THE STORM SEWER OR OTHER DRAINAGE CONVEYANCE SYSTEM AND STORMWATER APPURTENANCES AS A RESULT OF SITE DEVELOPMENT. 18.THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THAT THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE. ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS. 19.NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER NO CHEMICALS ARE TO BE USED BY THE CONTRACTOR, WHICH HAVE THE POTENTIAL TO BE RELEASED IN STORMWATER UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL IS GRANTED IN WRITING BY THE ECM ADMINISTRATOR. IN GRANTING THE USE OF SUCH CHEMICALS, SPECIAL CONDITIONS AND MONITORING MAY BE REQUIRED. 20.BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE PROTECTION BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE ADEQUATE PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITIES. 21.NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE CURB AND GUTTER OR NO PERSON SHALL CAUSE THE IMPEDIMENT OF STORMWATER FLOW IN THE FLOW LINE OF THE CURB AND GUTTER OR IN THE DITCHLINE. 22.INDIVIDUALS SHALL COMPLY WITH THE “COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE INDIVIDUALS SHALL COMPLY WITH THE “COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE COLORADO WATER QUALITY CONTROL ACT” (TITLE 25, ARTICLE 8, CRS), AND THE (TITLE 25, ARTICLE 8, CRS), AND THE CLEAN WATER ACT” (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE (33 USC 1344), IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE DCM VOLUME II AND THE ECM APPENDIX I. ALL APPROPRIATE PERMITS MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (NPDES, FLOODPLAIN, 404, FUGITIVE DUST, ETC.). IN THE EVENT OF CONFLICTS BETWEEN THESE REQUIREMENTS AND LAWS, RULES, OR REGULATIONS OF OTHER FEDERAL, STATE, OR COUNTY AGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL APPLY. 23.ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. 24.PRIOR TO ACTUAL CONSTRUCTION THE PERMITEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES. PRIOR TO ACTUAL CONSTRUCTION THE PERMITEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES. 25.A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS REQUIRED TO A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND. 26.THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY CTL THOMPSON, INC. # CS18748-125 DATED MAY 5, THE SOILS REPORT FOR THIS SITE HAS BEEN PREPARED BY CTL THOMPSON, INC. # CS18748-125 DATED MAY 5, 2017. AND SHALL BE CONSIDERED A PART OF THESE PLANS. 27.AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 ACRE AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 ACRE OR MORE, THE OWNER OR OPERATOR OF CONSTRUCTION ACTIVITY SHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY DIVISION. THE APPLICATION CONTAINS CERTIFICATION OF COMPLETION OF A STORMWATER MANAGEMENT PLAN (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL PLAN MAY BE A PART. FOR INFORMATION OR APPLICATION MATERIALS CONTACT: COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION WQCD - PERMITS 4300 CHERRY CREEK DRIVE SOUTH DENVER, CO 80246-1530 ATTN: PERMITS UNIT

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SEE SHEETS 4-8 FOR POND DETAILS AND STORM PLANS

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ALL BUILDING DOWNSPOUTS SHALL BE DIRECTED TO THE DETENTION/ WQ POND

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File: O:\43095A\Tim Emick\dwg\Dev Plan\43095 Grading Plan.dwg Plotstamp: 12/2/2017 7:18 PM

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43-095

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GR02

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EX MAJ CONT

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%%uLEGEND

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EXISTING

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FLOWLINE

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TIMBERLINE STORAGE YARDGRADING AND EROSION CONTROL PLAN

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N 00°14'08" E 1455.26' (M)

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STORAGE YARD

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FG=42.92

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2.0%%%

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2.0%%%

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FENCE

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0.25%%%

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FENCE

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File: O:\43095A\Tim Emick\dwg\Dev Plan\43095 Grading Plan.dwg Plotstamp: 12/2/2017 7:19 PM

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File: O:\43095A\Tim Emick\dwg\Dev Plan\43095_GRADING PLAN SHT 2.dwg Plotstamp: 12/2/2017 7:17 PM

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GRADING AND EROSION CONTROL DETAILS

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43-095

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VAS

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STORM 1STA 1+00 TO STA 1+75.69

(PRIVATE)

STORM 1 STA 1+00 TO STA 1+75.69(PRIVATE)

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FULL SPECTRUM DETENTION POND 1

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UNPLATTED SCHEDULE No. 5300000190

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STA 0+53.84 BEGIN CONCRETE PAD INV 6532.50

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NO.

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File: O:\43095A\Tim Emick\dwg\Const Dwg\ST02A.dwg Plotstamp: 12/4/2017 9:23 AM

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STORM SEWER PLANS

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43-095

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DLM

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CMN

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1"=5'

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12/02/2017

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SHEET 5 OF 8

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ST02

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6515

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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES

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FOR BURIED UTILITY INFORMATION

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CALL 1-800-922-1987

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48 HRS BEFORE YOU DIG

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FULL SPECTRUM DETENTION POND 1 SITE PLAN

MAINTENANCE & ACCESS ROADABOVE & BELOW EURV TYPICAL SECTION

TYPICAL SPILLWAY SECTION

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6539

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6541

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6539

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6534

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6541

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6538

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6538

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6541

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TOP OF BERM

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6537

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6537

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6535

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TOP OF BERM

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6536

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6540

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6536

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6540

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TOP OF BERM

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6542

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6535

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6535

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6536

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6537

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6538

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6539

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6540

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6541

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6539

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6541

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6538

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6537

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6540

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(6536)

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MODIFIED TYPE D CDOT WATER QUALITY OUTLET STRUCTURE SEE SHEET STX

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CONC LOW FLOW TRICKLE CHANNEL SEE SHEET ST05

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INV=6532.80

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(6538)

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(6538)

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4:1

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4:1

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4:1

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6:1

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4:1

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0.5%

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(6540)

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END LF CHANNEL INV=6534.83

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PROPOSED LANDSCAPED COURTYARD

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PROPOSED PARKING LOT (ASPHALT)

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PROPOSED STORAGE LOT/DRIVE (GRAVEL)

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PROPOSED STORAGE OFFICE/WAREHOUSE

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PROP WATER SERV LINE

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PROP SAN SEW SERV LINE

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3'W TRAP 2:1 SS 1'D RIPRAP RUNDOWN SEE SHEET ST05

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7020

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PROP FULL SPECTRUM

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DETENTION POND NO. 1

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24" RCP STORM (OUTFALL) SEE SHEET ST02

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PROP FIRE LINE

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3:1

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0.9%

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0.8%

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26' x 45' SPILLWAY ELEV = 6539.05

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65'

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55'

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100YR=38.93

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EURV=36.4

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EURV=36.4

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100YR=38.93

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55'X25' CONCRETE PAD

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3.0%

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3.0%

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3.0%

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3.0%

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6" THICK

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4000PSI

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STRUCT. CONC

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6"x6" #6 WWF

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ATOP MIN 6" ABC

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ACCESS/MAINTENANCE ROAD WITH A MIN OF 6" CONCRETE 6"X6"#6 WWF ATOP 6" CDOT CLASS 2 ROAD BASE ATOP COMPACTED SUB-GRADE. IF MUCK IS ENCOUNTERED PLACE ROAD BASE ATOP A MAX. OF 6-12" 1-1/2" TO 3" ROCK AND 12" 3-5" ROCK. (CONDITIONS DEPENDANT).

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8.33%

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8.33%

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4

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1

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4

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1

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45'

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ALL PERMANENT EROSION CONTROL FABRIC SHALL BE NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION

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DISTURBED 4:1 SLOPE, THAT IS NOT BLANKETED, TO BE SEEDED PER GRADING AND EROSION CONTROL PLANS BY MS CIVIL CONSULTANTS

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COMPACTED SOIL TO BE INSTALLED IN ACCORDANCE WITH NORTH AMERICAN GREEN MANUFACTURERS SPECIFICATION

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DISTURBED 4:1 SLOPE, THAT IS NOT BLANKETED, TO BE SEEDED PER GRADING AND EROSION CONTROL PLANS BY MS CIVIL CONSULTANTS

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0.175'

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NO.

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REVISIONS:

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CHECKED BY:

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DRAWN BY:

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DESIGNED BY:

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DATE:

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BY:

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DESCRIPTION:

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APRV'D. BY:

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DATE:

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CAUTION

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PROJECT NO.

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File: O:\43095A\Tim Emick\dwg\Const Dwg\ST03.dwg Plotstamp: 12/4/2017 8:12 AM

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HORIZONTAL:

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VERTICAL:

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SCALE:

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DATE:

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FULL SPECTRUM DET. POND 1 SITE PLAN

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43-095

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DLM

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DLM

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VAS

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1"=20'

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N/A

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12/02/2017

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SHEET 6 OF 8

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ST03

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1" =

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0

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Scale in Feet

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20'

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10

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20

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40

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CALL 1-800-922-1987

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SCALE 1"=20'

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POND 1 FULL SPECTRUM DETENTION BASIN DATA

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WQ WATER SURFACE EL=6535.72 WQ VOLUME=0.216 AC-FT. EURV WATER SURFACE EL=6536.40 EURV VOLUME=0.516 AC-FT 100-YR WATER SURFACE EL=6538.93 SPILLWAY CREST EL=6539.05 TOP OF EMBANKMENT EL=6541.00 100-YR VOLUME=1.876 AC-FT 100-YR INFLOW=33.7 CFS 100-YR RELEASE=8.3 CFS

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PROP MAJ CONT

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PROP EVENMIN CONT

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PROPERTY LINE

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%%ULEGEND

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CONC LOW FLOW CHANNEL

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PROP STORM SEWER PIPE

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EXISTING

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FUTURE

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FUT

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PROPOSED

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PROP

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RIPRAP

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EXIST MAJ CONT

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EXIST MIN CONT

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EX. FLOW ARROW

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PROP. FLOW ARROW

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EX

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NOT TO SCALE

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EASEMENT LINE

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NOT TO SCALE

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NORTH AMERICAN GREEN EROSION CONTROL BLANKET


20 BO

ULDE

R CRE

SCEN

T, SU

ITE 11

0CO

LORA

DO SP

RINGS

, CO

8090

3PH

ONE:

719.9

55.54

85

TRASH SCREEN DETAIL

SECTION B-B

ORIFICE PLATE

HANDRAIL ASSEMBLY DETAILS

REAR WALL

MIDDLE WALL

FRONT/STEM WALL

POND 1 WATER QUALITY OUTLET STRUCTURE

SECTION A-A

GRATE PLAN

SECTION

GRATEDETAIL "A"

GRATEDETAIL "B"

RESTRICTOR PLATE

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1/4" PLATE

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(1) - 3 " 916" DIAMETER BORE OR 2"H X 5"W RECT. OPENING

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9/16" DRILL HOLES AT 12.00" O.C. 6 PER SIDE

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SEE HANDRAIL DETAIL ABOVE RIGHT

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NOTE: ALL GRATES, IMBEDS, AND FASTENERS SHALL BE FABRICATED USING GALVANIZED STEEL, UNLESS OTHERWISE NOTED. ALL GRATE DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION. ALL GRATE MATERIAL SHALL BE GALVANIZED.

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24" RCP INV=6533.55

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LOW FLOW TRICKLE CHANNEL TOP

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LOW FLOW TRICKLE CHANNEL BOTTOM

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INITIAL SURCHARGE

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WQ EL. 6533.8

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TOP OF FOOTER/FLOOR EL=6531.30

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EL=6534.22

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A

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A

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FLOW

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EL=6533.55

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EL=6538.42

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EL=6530.30

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EL=6531.30

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EL=6530.30

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EL=6531.30

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EL=6537.69

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B

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B

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100-YR WSE=6538.95

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WQCV EL =6535.72

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EL=6534.72

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EL=6535.22

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C8X18.75 AMERICAN STANDARD STRUCTURAL STEEL CHANNEL FORMED INTO CONCRETE BOTTOM AND SIDES OF CONC OPENING TRASH RACK ATTACHED BY INTERMITTENT WELDS

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1/ 1/4" DIA. STAND WT. PIPES (1.66"O.D.)

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12" DEPTH COARSE AGGEGATE BASE*

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COMPACTED FILL

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GRATE DETAIL ABOVE

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NO.93 JOHNSON VEE WIRE STAINLESS STEEL WELL SCREEN

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STEEL PERFORATED FLOW CONTROL PLATE PROVED GASKET BETWEEN PLATE AND CONCRETE TO CREATE WATERTIGHT SEAL

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C8X18.75 AMERICAN STANDARD STRUCTURAL STEEL CHANNEL TRASH RACK ATTACHED BY WELDING

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DETAIL "A"

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DETAIL "B"

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MICRO-POOL

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6527.00 FLOOR

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EL=6534.22

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FLOW

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SEE HANDRAIL DETAIL ABOVE RIGHT

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EURV EL = 6537.57 (EST. FUTURE) *

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10" WALL

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EL=6538.42

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EL=6537.69

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1/2" ANCHOR BOLT

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P 3"X 5" X 5/16" BEND AS REQ'D

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1/2" ANCHOR BOLT

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JOHNSON VEE SCREEN W/FRAME

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1'-0" OPENING

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NOTE: CENTER ORIFICE PLATE AND TRASH SCREEN HORIZONTALLY ACROSS 1'-0" OPENING IN STRUCTURE

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FRAMED NO. 93 JOHNSON VEE WIRE STAINLESS STEEL WELL SCREEN

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12" X 3" EPOXYANCHOR BOLTS @ 11" O.C.

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SIDE VIEW

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PLAN VIEW

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HEADWALL/WINGWALL

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INTERMEDIATE POST

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CORNER POST

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END POST

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3"

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1-1/2" DIA TUBING

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1/4" (SEE NOTE 7)

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3/4 x 8" HEADED ANCHOR STUD AUTOMATICALLY END WELDED TO SET PLATE

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FIN GRADE

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SET PLATE ANCHOR DETAILS (NTS)

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ELEVATION

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SET PLATE 3/8"x6"x6"

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1"

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2"

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2"

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1"

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1"

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2"

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2"

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1"

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PLAN

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13/32" DRILL AND CSK. PIPE 1/16" DEEP BOTH SIDES. PROVIDE 3/8" DIA SOFT STEEL ROD SUITABLE FOR FIELD RIVETING, GRIND SMOOTH.

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MECHANICAL TUBING, 1/4" MIN. WALL THICKNESS, 1/16" CHAMFER BOTH ENDS. REAM PIPE FOR SLIP FIT 0.03" MAX. CLEARANCE

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EXPANSION JOINT DETAIL (NTS)

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FIXED JOINT DETAIL (NTS)

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HANDRAIL NOT SHOWN

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HANDRAIL NOT SHOWN

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HANDRAIL NOT SHOWN

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HANDRAIL NOT SHOWN

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EL=6534.72

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EL=6535.22

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REAR WALL (BEYOND)

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MIDDLE WALL (BEYOND)

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OUTLET PIPE IN REAR WALL (BEYOND)

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24" OUTLET PIPE

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1)WELD PLATES MAY BE SUBSTITUTED FOR PIPE EMBEDMENT. WELD PLATES MAY BE SUBSTITUTED FOR PIPE EMBEDMENT. 2)CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 3)DESIGN CRITERIA SHALL BE IN ACCORDANCE WITH AASHTO STANDARDS. DESIGN CRITERIA SHALL BE IN ACCORDANCE WITH AASHTO STANDARDS. 4)HANDRAIL DESIGN SHALL BE COMPATIBLE WITH THE DESIGN OF THE WINGWALLS AND HANDRAIL DESIGN SHALL BE COMPATIBLE WITH THE DESIGN OF THE WINGWALLS AND HEADWALLS. 5)RAILING POSTS SHALL BE SET TO NORMAL TO GRADE. RAILS SHALL RUN PARALLEL TO THE RAILING POSTS SHALL BE SET TO NORMAL TO GRADE. RAILS SHALL RUN PARALLEL TO THE SLOPES OF THEE TOP OF WALLS 6)ALL RAILS SHALL BE FREE OF ANY SHARP EDGES OR CORNERS. ALL RAILS SHALL BE FREE OF ANY SHARP EDGES OR CORNERS.

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EL=6530.30

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EL=6531.30

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MIDDLE WALL

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REAR WALL

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FRONT WALL

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REAR WALL (BEYOND)

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IF MUCK IS PRESENT PLACE FOOTER ATOP A MAX. OF 12" OF 1 1-2" TO 3" ROCK ATOP 12" OF 3"-5" ROCK. (DEPENDANT UPON FIELD CONDITIONS)

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RETSRICTOR PLATE

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9/16" DRILL HOLES 6 BORES

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ATTACH PLATE TO WALL WITH 1/2" CONCRETE ANCHOR BOLTS

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(2) - 1 " 516" DIAMETER BORES OR (2) 1"H X 1 "W 516"W RECT. OPENINGS

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(1) - 9/16" DIAMETER DRILL HOLE

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(PROPOSED)

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EURV EL = 6536.40 (PROPOSED)

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WQCV EL =6536.00

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(EST. FUTURE) *

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(EST. FUTURE) *

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100-YR WSE=6538.93

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(PROPOSED)

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LOW FLOW CHANNEL

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6527.00 FLOOR

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TOP OF TRASH RACK PLATE

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REFER TO TIMBERLINE FINAL DRAINAGE REPORT BY M&S CIVIL FOR ADDITIONAL INFORMATION REGARDING FUTURE CONDITION ASSUMPTIONS.

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*

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WQ EL/CNTR OF BORE. 6533.80

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<3" X 2" X 3/8"3" X 2" X 3/8"

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SECURE TO BOX USING ANCHOR BOLT

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L

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P 3"X 5" X 5/16" BEND AS REQ'D 9/16" DRILL HOLES

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< 3" X 2"X 3/8"

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ELEVATION VIEW

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NO.

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REVISIONS:

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CHECKED BY:

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DRAWN BY:

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DESIGNED BY:

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DATE:

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BY:

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DESCRIPTION:

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APRV'D. BY:

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DATE:

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CAUTION

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PROJECT NO.

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File: O:\43095A\Tim Emick\dwg\Const Dwg\ST04.dwg Plotstamp: 12/2/2017 7:16 PM

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HORIZONTAL:

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VERTICAL:

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SCALE:

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DATE:

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FULL SPECTRUM DETENTION POND DETAILS

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43-095

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ET

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DLM

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VAS

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N/A

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N/A

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12/02/2017

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SHEET 7 OF 8

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ST04

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CALL 1-800-922-1987

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE


20 BO

ULDE

R CRE

SCEN

T, SU

ITE 11

0CO

LORA

DO SP

RINGS

, CO

8090

3PH

ONE:

719.9

55.54

85

FULL SPECTRUM DETENTION POND 1SOUTHWEST FOREBAY PLAN

FULL SPECTRUM DETENTION POND 1NORTHEAST FOREBAY & RUNDOWN PLAN

TYPICAL FOREBAY FRONT WALL W/NOTCH

LOW FLOW CHANNELTYPICAL SECTION

LOW FLOW CHANNELTYPICAL SECTION

SECTION C-C - NE FOREBAY RIPRAP RUNDOWN

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INV=6535.06

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6534.96 FLOOR (TYPICAL)

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12" H CONC WALL (TYP)

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APRON

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APRON

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6533

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1/2"Wx8"H LOW FLOW OPENING INV = 6534.96

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0.5%

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6537

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100 YR=36.40

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6536

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100 YR=36.40

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6534

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3% (MIN)

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6"X6" #6 WELDED WIRE FABRIC

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PLACE CHANNEL ATOP 6" OF AGGREGATE BASE COARSE AND COMPACTED SUBGRADE. IF MUCK IS ENCOUNTERED PLACE CHANNEL ATOP A MAXIMUM OF 12" OF 1-2" TO 3" ROCK ATOP 12" OF 3"-5" ROCK (DEPENDANT UPON FIELD CONDITIONS)

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0.5% LONGITUDINAL SLOPE UNLESS OTHERWISE NOTED

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3% (MIN)

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4

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1

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6" THICK CONCRETE

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FORM WIDTH OF OPENING FROM TABLE 1 TO ALLOW DISCHARGE TO TRICKLE CHANNEL

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(TOP OF FOREBAY STORAGE)

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TOP OF WEIR WALL

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PLACE CHANNEL ATOP 6" OF AGGREGATE BASE COARSE AND COMPACTED SUBGRADE. IF MUCK IS ENCOUNTERED PLACE CHANNEL ATOP A MAXIMUM OF 12" OF 1-2" TO 3" ROCK ATOP 12" OF 3"-5" ROCK (DEPENDANT UPON FIELD CONDITIONS)

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(FLOOR OF FOREBAY)

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NOTE: SEE TABLE 1 ABOVE ON THIS SHEET FOR WEIR WIDTHS AND FRONT WALL HEIGHTS

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#4 @ 18"

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FULL HT

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3'-0'

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6534.83 FLOOR

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4:1

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17"H CONC WALL (TYP)

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6539

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6540

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6541

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6541

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1.0"Wx1.42"H LOW FLOW OPENING INV = 6534.83

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C

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C

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0"-24"H TRAP HEADWALL TO MATCH RUNDOWN (EACH SIDE)

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TOP OF EMBANKMENT

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EURV=38.93

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6539

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6540

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6541

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6541

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TOP OF EMBANKMENT

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EURV=38.93

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6538

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6537

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100 YR=36.40

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6536

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6538

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6537

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100 YR=36.40

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6536

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0.5%

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2

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1

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GEOTEXTILE

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D50=12" RIPRAP 24" THICK

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NO.

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REVISIONS:

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CHECKED BY:

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DRAWN BY:

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DESIGNED BY:

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DATE:

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BY:

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DESCRIPTION:

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APRV'D. BY:

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DATE:

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CAUTION

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PROJECT NO.

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CALL 1-800-922-1987

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File: O:\43095A\Tim Emick\dwg\Const Dwg\ST05.dwg Plotstamp: 12/4/2017 8:16 AM

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HORIZONTAL:

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SCALE:

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DATE:

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FULL SPECTRUM DET. POND 1 DETAILS

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43-095

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DLM

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DLM

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VAS

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N/A

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N/A

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12/02/2017

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SHEET 8 OF 8

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ST05

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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TABLE 1

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FOREBAY

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WIDTH (W)

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HEIGHT (H)

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N.E.

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1.0"

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1.42'

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S.W.

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0.5"

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0.67"

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NOT TO SCALE

New TIMBERLINE STORAGE YARD - GRADING AND EROSION … · 2017. 12. 6. · proposed fence line...

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Transcript of New TIMBERLINE STORAGE YARD - GRADING AND EROSION … · 2017. 12. 6. · proposed fence line...