COVER.dwg 04/25/2007 10:28:09 AM MDT…s3.amazonaws.com/iworq-upload/VINEYARD/601/1727224... ·...
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Transcript of COVER.dwg 04/25/2007 10:28:09 AM MDT…s3.amazonaws.com/iworq-upload/VINEYARD/601/1727224... ·...
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%%U-INDEX OF PLAN SHEETS-
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PARKSIDE PLACE SUBDIVISION
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K:\3-06-05400 TRICITY-MED\Drawings\Final\COVER.dwg 04/25/2007 10:28:09 AM MDT
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%%UROADWAY/STORM DRAIN
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%%UGENERAL
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%%USHEET
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2-4
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1
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%%UDESCRIPTION
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GRADING
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%%UWATER
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JOB NO.
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3-05-067
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SHEET NO.
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%%USEWER
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COVER SHEET & NOTES
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1
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OREM, UTAH 84097
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1040 E. 800 N.
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(801) 802-8992
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ENGINEERING INC
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ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
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%%UVICINITY MAP
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- NTS -
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1-4
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FINAL PLAT
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JOB SITE
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3-4
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DETAILS
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VINEYARD, UTAH
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FINAL PLAT
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EC-01
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EROSION CONTROL
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EC-O2
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EROSION CONTROL DETAILS
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4-4
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PLAN AND PROFILE
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STORM DRAIN PIPES MUST BE RCP CLASS III. PIPES SHALL BE INSTALLED ACCORDING TO PERTINENT
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CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR
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THE TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE
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CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT
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4. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR HIS REPRESENTATIVE, WHICH ARE
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3. ALL CONSTRUCTION STAKES MUST BE REQUESTED A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO
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IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS
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TECHNICAL SPECIFICATIONS OR AS APPROVED IN THE PLANS HEREIN.
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1. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF VINEYARD CITY'S
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2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL
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VINEYARD CITY STANDARDS.
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REESTABLISHING SAID POINTS.
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CLAIM FOR ADDITIONAL COMPENSATION.
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PLANNED USE.
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE
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WORK. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS, VINEYARD CITY PUBLIC
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2. A PRE CONSTRUCTION CONFERENCE WILL BE HELD A MINIMUM OF 3 WORKING DAYS PRIOR TO START OF
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VINEYARD CITY PUBLIC WORKS DEPARTMENT.
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WORKS AND CITY'S ENGINEER SHOULD BE PRESENT.
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4. HORIZONTAL AND VERTICAL SEPARATION OF CULINARY WATER AND SEWER SHALL BE IN COMPLIANCE
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ALL CULINARY WATERLINES SHALL BE PVC.
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6. HORIZONTAL AND VERTICAL SEPARATION OF CULINARY WATER AND SEWER SHALL BE IN COMPLIANCE
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5. WATER VALVE LIDS ARE TO BE LABELED "WATER" FOR CULINARY VALVES.
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4. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT 3 SETS OF RECORD DRAWINGS TO
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ELEVATIONS MATCH FINAL STREET GRADE, AND ALL METER LID ELEVATIONS TO MATCH AN EXTENSION
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3. CONTRACTOR TO FIELD VERIFY ALL VALVE BOX LID ELEVATIONS TO ASSURE THAT SAID LID
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WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING.
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CONSTRUCTION BEGINS AND SHALL ALSO REQUEST VINEYARD CITY ENGINEERING DEPARTMENT INSPECTION OF
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2. CONTRACTOR SHALL NOTIFY NORTHERN ENGINEERING, INC. THREE (3) WORKING DAYS BEFORE INITIAL
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"UTAH REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS", AND THE VINEYARD CITY PUBLIC WORKS
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1. THE WATER SYSTEM SHALL BE CONSTRUCTED TO CONFORM WITH THE STANDARDS SET FORTH IN THE
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WITH VINEYARD CITY STANDARDS.
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7.
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WITH VINEYARD CITY STANDARDS.
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OF THE SIDEWALK GRADE.
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DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS.
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LINDON CITY & (1) SET TO NORTHERN ENGINEERING, INC.
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST VINEYARD CITY DESIGN STANDARDS & PUBLIC
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3. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT 3 SETS OF RECORD DRAWINGS TO
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2. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY VINEYARD CITY.
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IMPROVEMENT SPECIFICATIONS DRAWINGS OF VINEYARD CITY.
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VINEYARD CITY & (1) SET TO NORTHERN ENGINEERING, INC.
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3.
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NORTH 1056.41'
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SOUTH QUARTER CORNER SECTION 17
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T. 6S., R. 2E., SLB&M
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HOLDAWAY RD
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10' P.U.E.
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WHETTEN CIRCLE
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%%ULEGEND
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PROPERTY BOUNDARY
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CENTERLINE
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RIGHT-OF-WAY LINE
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SECTION LINE
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EASEMENT
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BUILDING SET BACKS
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872 sq. ft. DEDICATED TO VINEYARD CITY
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TRAIL
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170.00'
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NORTH
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105.42
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65.13'
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POB
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C13
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SOUTHWEST CORNER SECTION 17
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T. 6S., R. 2E., SLB&M
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N89°45'48"E 2639.77'
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BASE OF BEARING
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A PARCEL OF LAND LOCATED IN THE SOUTH QUARTER CORNER OF SECTION 17 , TOWNSHIP 6 SOUTH, RANGE 2 EAST SALT LAKE BASE AND MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT A FOUND BRASS CAP MARKING THE SOUTH QUARTER CORNER OF SAID SECTION 17, THENCE NORTH A DISTANCE OF 1056.41 FEET; THENCE N.89°36'00'W. A DISTANCE OF 23.07 FEET TOTHE REAL POINT OF BEGINNING. THENCE N.89°36'00'W. A DISTANCE OF 326.70 FEET; THENCE N.34°53'00"W. A DISTANCE OF 39.24 FEET;THENCE N.28°34'00"W. A DISTANCE OF 259.84 FEET; THENCE EAST A DISTANCE OF 472.07 FEET;THENCE S.00°17'10"E. A DISTANCE OF 262.68 FEET TO THE REAL POINT OF BEGINNING.2.41 acres OF LAND MORE OR LESS.
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VICINITY MAP -NTS-
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PARKSIDE PLACE
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SCALE 1" = 30'
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SCALE 1" = 60'
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5
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15
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0
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(24"x36")
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(11"x17")
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90
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60
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JOB SITE
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SUBDIVISION
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BOUNDARY DESCRIPTION
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BOUNDARY DESCRIPTION
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TOWN OF VINEYARD
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UTAH COUNTY, UTAH
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SCALE: 1" = 30 FEET
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NOTARY PUBLIC SEAL
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CLERK-RECORDER SEAL
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SURVEYOR'S SEAL
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PARKSIDE PLACE
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MY COMMISSION EXPIRES %%U %%U %%U %%U
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NOTARY PUBLIC
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(SEE SEAL)
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STATE OF UTAH
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COUNTY OF
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S.S.
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ACKNOWLEDGMENT
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ON THE DAY OF , A.D. DAY OF , A.D. DAY OF , A.D. , A.D. , A.D. PERSONALLY APPEARED BEFORE ME THE SIGNERS OF THE FOREGOING DEDICATION WHO DULY ACKNOWLEDGE TO ME THAT THEY DID EXECUTE THE SAME.
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SURVEYOR'S CERTIFICATE
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KIM WAYNE LUNDEBERG, PLS
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DATE
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(SEE SEAL BELOW)
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I, KIM WAYNE LUNDEBERG, CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR HOLDING LICENSE NUMBER 354377 IN ACCORDANCE WITH TITLE 58, CHAPTER 22, PROFESSIONAL ENGINEERS AND LAND SURVEYORS LICENSING ACT AND HAVE SUBDIVIDED SAID TRACT OF LAND INTO LOTS AND EASEMENTS, HEREINAFTER TO BE KNOWN AS AND THAT A SURVEY OF THE DESCRIBED TRACT OF LAND HAS BEEN COMPLETED BY ME IN ACCORDANCE WITH SECTION 17-23-17 AND THAT I HAVE VERIFIED ALL MEASUREMENTS AND HAVE PLACED MONUMENTS AS SHOWN HEREON, I FURTHER CERTIFY THAT ALL LOTS MEET FRONTAGE, WIDTH AND AREA REQUIREMENTS OF THE APPLICABLE ZONING ORDINANCES.
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%%UPARKSIDE PLACE SUBDIVISION
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LOCATED IN THE NE 1/4 OF SECTION 17
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T.6S., R.2E., S.L.B.&M.
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SUBDIVISION
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OWNER'S DEDICATION
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KNOW ALL MEN BY THESE PRESENTS THAT WE, ALL OF THE UNDERSIGNED OWNER OF ALL THE PROPERTY DESCRIBED IN THE SURVEYOR'S CERTIFICATE HEREON AND SHOWN ON THIS MAP, HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO LOTS, BLOCKS, STREETS AND EASEMENTS AND DO HEREBY DEDICATE PUBLIC AREAS AS INDICATED HEREON FOR PERPETUAL USE OF THE PUBLIC.
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IN WITNESS HEREOF WE HAVE HEREUNTO SET OUR HANDS THIS DAY OF . A.D. 2013
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DEREK WHETTEN
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APPROVED AS TO FORM
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THIS %%u %%u DAY OF %%u %%u , A.D. 20%%u %%u
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APPROVED
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TOWN OF VINEYARD ENGINEER
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APPROVED AS TO FORM
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THIS %%u %%u DAY OF %%u %%u , A.D. 20%%u %%u
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APPROVED
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TOWN OF VINEYARD FIRE MARSHALL
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APPROVED AS TO FORM
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THIS %%u %%u DAY OF %%u %%u , A.D. 20%%u %%u
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APPROVED
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TOWN OF VINEYARD ATTORNEY
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APPROVED AS TO FORM
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THIS %%u %%u DAY OF %%u %%u , A.D. 20%%u %%u
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APPROVED
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TOWN OF VINEYARD PLANNING COMMISSION CHAIR
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APPROVED AS TO FORM
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THIS %%u %%u DAY OF %%u %%u , A.D. 20%%u %%u
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APPROVED
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TOWN OF VINEYARD MAYOR
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MY COMMISSION EXPIRES %%U %%U %%U %%U
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NOTARY PUBLIC
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(SEE SEAL)
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STATE OF UTAH
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COUNTY OF
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S.S.
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ACKNOWLEDGMENT
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ON THE DAY OF , A.D. DAY OF , A.D. DAY OF , A.D. , A.D. , A.D. PERSONALLY APPEARED BEFORE ME THE SIGNERS OF THE FOREGOING DEDICATION WHO DULY ACKNOWLEDGE TO ME THAT THEY DID EXECUTE THE SAME.
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K:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\Final\Final Plat\PREPLAT 07-06-16.dwg 7/11/2016 3:21 PM 7/11/2016 3:21 PM7/11/2016 3:21 PM
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BY:
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LOCATED IN SECTION 17
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T.6S., R.2E., S.L.B.&M.
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ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
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ENGINEERING INC
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(801) 802-8992
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1040 E. 800 N.
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OREM, UTAH 84097
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2' BERM
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TOP OF BANK 3:1 SLOPE
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BOTTOM OF BANK 3:1 SLOPE
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2.00' GRAVEL SHOULDER
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2.00' FLAT CURB
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26.00' ASPHALT
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2.00' FLAT CURB
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2" CRUSHED GRAVEL SHOULDER
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6"
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6"
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ROAD SECTION
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2%
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2%
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APPROVED NON-TYPICAL
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2'
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1'
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2' BERM
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PROPERTY LINE OR TRAIL TYP
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SCALE 1" = 30'
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SCALE 1" = 60'
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5
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15
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0
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(24"x36")
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(11"x17")
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90
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60
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30
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REV. COGO FILE:
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DATE:
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COGO FILE:
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DATE:
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DATE:
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APPROVED:
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CHECKED BY:
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DATE:
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DRAWN BY:
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DESIGNED BY:
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DATE:
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NO.
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REVISIONS
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DATE
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BY
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1
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3
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4
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5
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2
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THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
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AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
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ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
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JOB NO.
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SHEET NO.
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2-3
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16-025
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GRADING PLAN
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VINEYARD, UTAH
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OREM, UTAH 84097
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1040 E. 800 N.
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(801) 802-8992
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ENGINEERING INC
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ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
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PARKSIDE PLACE
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SUBDIVISION
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K:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\FINAL\FINAL PLAT\PREPLAT 07-06-16.DWG 7/11/2016 3:21 PMK:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\FINAL\FINAL PLAT\PREPLAT 07-06-16.DWG 7/11/2016 3:21 PM 7/11/2016 3:21 PM7/11/2016 3:21 PM
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NOTE: ALL STORM WATER TO BE RETAINED ON SITE IN EACH LOT
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REV. COGO FILE:
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DESIGNED BY:
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DATE:
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NO.
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REVISIONS
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DATE
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BY
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3
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THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
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AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
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ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
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JOB NO.
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SHEET NO.
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3-3
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16-025
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DETAILS
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VINEYARD, UTAH
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OREM, UTAH 84097
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1040 E. 800 N.
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(801) 802-8992
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ENGINEERING INC
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ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
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PARKSIDE PLACE
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SUBDIVISION
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K:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\FINAL\FINAL PLAT\PREPLAT 07-06-16.DWG 7/8/2016 9:48 AMK:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\FINAL\FINAL PLAT\PREPLAT 07-06-16.DWG 7/8/2016 9:48 AM 7/8/2016 9:48 AM7/8/2016 9:48 AM
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EXISTING BUILDING TO BE REMOVED
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HOLDAWAY RD
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10' P.U.E.
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2' BERM
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TOP OF BANK 3:1 SLOPE
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15448 sq. ft. 0.35 ac.
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1
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15070 sq. ft. 0.35 ac.
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6
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15118 sq. ft. 0.35 ac.
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15118 sq. ft.
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0.35 ac.
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5
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15089 sq. ft.
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0.35 ac.
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3
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15151 sq. ft. 0.35 ac.
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4
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15011 sq. ft. 0.34 ac.
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2
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WV
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FUTURE WATER LINE SERVICES WITH METER
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FUTURE SANITARY SEWER SERVICE 4" PIPE
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NEW 8"WATER LINE
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8"WATER LINE
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6" WATER LINE
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6"CUL VALVE
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8"CUL VALVE
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WV
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12" X 8"TEE
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L
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NEW 8"PVC SS
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1
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2
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1
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1
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1
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1
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2
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2
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2
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2
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2
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P&P
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4-4
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16-025
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ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
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THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
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CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER,
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INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN
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STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR
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FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
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ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
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COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
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THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
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IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
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AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
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2
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REVISIONS
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NO.
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NOTES TO CONTRACTOR:
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ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
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2)
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1)
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UNDERGROUND UTILITIES.
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DATE:
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APPROVED:
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DESIGNED BY:
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REV. COGO FILE:
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(24"x36") HORIZONTAL 1" = 20' VERTICAL 1" = 5' (11"x17") HORIZONTAL 1" = 40' VERTICAL 1" = 10'
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SHEET NO.
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JOB NO.
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VINEYARD, UTAH
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PARKSIDE PLACE
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OREM, UTAH 84097
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1040 E. 800 N.
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(801) 802-8992
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ENGINEERING INC
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ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
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ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
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THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
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AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
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K:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\Design\BASE P&P.dwg 7/11/2016 1:49 PM 7/11/2016 1:49 PM7/11/2016 1:49 PM
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SUBDIVISION
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2' BERM
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%%ULEGEND
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PROPERTY BOUNDARY
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CENTERLINE
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RIGHT-OF-WAY LINE
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SECTION LINE
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EASEMENT
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BUILDING SET BACKS
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872 sq. ft. DEDICATED TO VINEYARD CITY
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TRAIL
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SCALE 1" = 30'
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SCALE 1" = 60'
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5
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15
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APPROVED:
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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NO.
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REVISIONS
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THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
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AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
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ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
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JOB NO.
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SHEET NO.
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EC-01
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16-025
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SWPP PLAN
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VINEYARD, UTAH
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OREM, UTAH 84097
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1040 E. 800 N.
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(801) 802-8992
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ENGINEERING INC
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ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
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PARKSIDE PLACE
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SUBDIVISION
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K:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\FINAL\FINAL PLAT\PREPLAT 07-06-16.DWG 7/11/2016 3:13 PMK:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\FINAL\FINAL PLAT\PREPLAT 07-06-16.DWG 7/11/2016 3:13 PM 7/11/2016 3:13 PM7/11/2016 3:13 PM
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STABILIZED CONSTRUCTION ENTRANCE
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LEGEND:
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PROPOSED SILT FENCE
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CONCRETE & EQUIPMENT WASH OUT AREA
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PORTABLE TOILET REQ'D
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MATERIAL STORAGE AREA & EQUIPMENT STORAGE AREA
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SWPPP BOARD DETAIL
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SWPPP DISPLAY AREA
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N O I
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SWPPP
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INSPECTION RECORDS
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4' (MIN.)
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4' (MIN.)
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SWPPP BOARD
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DETAIL-A
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%%U SILT FENCE DETAIL
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-NTS-
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STEEL OR WOOD POST
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ATTACHED TO FABRIC
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2' MIN.
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4" X 4" TRENCH
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10' MIN.
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APPROXIMATE
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ANCHORED IN TRENCH
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COMPACTED BACKFILL
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RUNOFF
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FABRIC MATERIAL
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PREFABRICATED MATERIAL
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ATTACHED TO STEEL OR
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BACKFILL TRENCH
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WOOD POSTS
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%%U VEHICLE TRACKING DETAIL
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DETAIL-D
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PUBLIC ROAD
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50' MIN.
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3"-6" ROCK
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12" MIN.
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24' MIN.
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HARD SURFACE
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SEDIMENT
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* CATCH BASIN INLET PROTECTIONS ARE TO REMAIN IN PLACE AND OPERATIONAL UNTIL ALL CONSTRUCTION IS COMPLETED AT THE SITE.
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CURB INLET PROTECTION
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ANY OF THE ABOVE OPTIONS (C, E, OR F) MAY BE USED
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%%U DETAIL FOR EXISTING CATCH BASINS
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DETAIL-F
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CURB INLET
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GRATE & HOOD
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CROSS SECTION B-B
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OPTION B
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WIRE 4' LONG 4"x4" TO GRATE BEFORE FABRIC PLACEMENT, FASTEN FABRIC TO BOARD @ 4" O.C.
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%%p2" OVERFLOW GAP
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MIRAFI 140N OR APPROVED EQUAL REQ'D-PLACE UNDER LIFT OUT GRATE,DO NOT PLACE UNDER HOOD!
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SEDIMENT
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B
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%%p2" OVERFLOW GAP
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B
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STANDARD CURB INLET CATCH BASIN
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8'
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8'
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2:1
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2:1
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12" FLAT TOP (MIN.)
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ORANGE CONSTRUCTION FENCE
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BERM AROUND PERIMATER
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COMPACTED SOIL MATERIAL
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CONCRETE
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WASHOUT
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AREA
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BERM AROUND PERIMETER
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COMPACTED SOIL MATERIAL
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HEIGHT = 12"
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SIDE SLOPE = 2:1
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12"
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8' BOTTOM (MIN.)
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24" (MIN.)
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%%UCONCRETE WASHOUT PIT
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-NTS-
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A
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A
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SECTION A-A
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CONCRETE WASHOUT AREA SIGN
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12"
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%%u GENERAL NOTES:
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1. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ONSITE EROSION DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL FACILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DRAINAGE AND EROSION CONTROL FACILITIES AS REQUIRED. STREETS SHALL BE KEPT CLEAN OF DEBRIS FROM SITE TRAFFIC. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTENDED. A REPRESENTATIVE OF THE CITY OR COUNTY PUBLIC WORKS DEPARTMENT MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF PROPOSED FACILITIES. 4. CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE. CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY, AND REMOVED WHEN THE SITE IS PAVED. 5. ALL EROSION CONTROL SYSTEMS USING A GEOTECHNICAL FABRIC FOR INLET GRATE PROTECTION MUST BE REGULARLY CLEANED (14 DAY INTERVAL MAX, MORE FREQUENTLY IF NEEDED) TO INSURE THAT SILT DOES NOT FORM IMPERMEABLE BARRIER OVER INLET. 6. ANY SOIL OR GRANULAR STOCKPILED MATERIAL SHALL BE CONTAINED WITHIN A SILT FENCED AREA. 7. THE CONTRACTOR SHALL PROVIDE TEMPORARY ONSITE SANITARY FACILITIES FOR CONSTRUCTION PERSONNEL.
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KEY-IN BALES 6" DEEP
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DETAIL-C
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%%U STRAW BALE DROP INLET PROTECTION DETAIL
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-NTS-
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SECTION
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STRAW OR HAY BALE
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PLAN VIEW
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PLACE 3" TO 4" OF EXCAVATED MATERIAL ALONGTHE RECEIVING SIDE OF THE BALE AND COMPACT
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FLOW
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DROP INLET STRUCTURE
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TIGHTLY BUTT BALE ENDS
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2" SQUARE BY 4' MINIMUM HARDWOOD STAKE. INSTALL 2 STAKES PER BALE.
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NOTES: 1. KEY-IN BALES IN AN EXCAVATED TRENCH AROUND THE PERIMETER OF THE DROP INLET STRUCTURE THAT IS 6" DEEP BY A BALES WIDTH WIDE. 2. OVERLAP ON CORNERS MUST BE AT LEAST HALF A BALE WIDE. 3. DEPENDING ON THE SIZE OF THE INLET STRUCTURE, MORE BALES THAN SHOWN MAY BE REQUIRED. 4. IN MEDIAN AREAS, CONSTRUCT SO THAT THE TOPS OF THE BALES ARE NOT HIGHER THAN THE ADJACENT ROADWAY. 5. MAINTAIN A PROPERLY FUNCTIONING SEDIMENT BARRIER THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS CONTRIBUTING TO THE INLET HAVE BEEN PAVED OR VEGETATED. 6. REMOVE SEDIMENT AS IT ACCUMULATES AND PLACE IT IN A STABLE AREA APPROVED BY THE ENGINEER.
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DETAIL-B
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-NTS-
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DETAIL-E
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-NTS-
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REV. COGO FILE:
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COGO FILE:
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APPROVED:
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CHECKED BY:
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DATE:
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DRAWN BY:
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DESIGNED BY:
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NO.
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REVISIONS
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PARKSIDE PLACE
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THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED
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AGREEMENT IN WRITING WITH NORTHERN ENGINEERING, INC.
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ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
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JOB NO.
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SHEET NO.
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EC-02
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16-025
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EROSION CONTROL DETAIL
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VINEYARD,UTAH
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OREM, UTAH 84097
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1040 E. 800 N.
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(801) 802-8992
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ENGINEERING INC
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ENGINEERING-LAND PLANNING CONSTRUCTION MANAGEMENT
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K:\3-16-025-00 WHETTEN 6 LOT SUB\CAD\Final\EC-02 - EROSION CONTROL DETAILS.dwg 6/28/2016 8:04 AM 6/28/2016 8:04 AM6/28/2016 8:04 AM
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SUBDIVISION
