3405 SE CROSSROADS DR. SUITE G, GRIMES, IOWA 50111 PH: (515) 369-4400 Fax: (515) 369-4410 CIVIL DESIGN ADVANTAGE UTILITY WARNING CONSTRUCTION SCHEDULE DEVELOPMENT SUMMARY SUBMITTAL DATES PROJECT SITE ADDRESS SURVEYOR OWNER / APPLICANT INDEX OF SHEETS VICINITY MAP GENERAL LEGEND ENGINEER LEGAL DESCRIPTION DATE OF SURVEY l l l l l l BENCHMARKS www.iowaonecall.com 1-800-292-8989 ONE CALL IOWA ONE CALL Know what's before you dig. below. Call Elkhart Industrial Park - Lot 4 Elkhart Industrial Park - Lot 4 SITE PLAN FOR: ELKART, IOWA Elkhart Industrial Park - Lot 4 ELKHART, IOWA SITE NE 134TH AVE. NE 38TH ST. NE 126TH AVE. INTERSTATE 35 NE 118TH AVE.
3405 SE CROSSROADS DR. SUITE G, GRIMES, IOWA 50111
PH: (515) 369-4400 Fax: (515) 369-4410
CIVIL DESIGN ADVANTAGE
UTILITY WARNING
CONSTRUCTION SCHEDULE
DEVELOPMENT SUMMARY
SUBMITTAL DATES
PROJECT SITE ADDRESS
SURVEYOR
OWNER / APPLICANT
INDEX OF SHEETSVICINITY MAP GENERAL LEGEND
ENGINEER
LEGAL DESCRIPTION
DATE OF SURVEY
l l l l l l
BENCHMARKS
www.iowaonecall.com
1-800-292-8989
ONE CALL
IOWA
ONE CALL
Know what's
before you dig.
below.
Call
Elkhart Industrial Park - Lot 4Elkhart Industrial Park - Lot 4
SITE PLAN FOR:
ELKART, IOWA
Elkhart Industrial P
ark - Lot 4
ELKHART, IOWA
SITE
NE 134TH AVE.
NE
3
8T
H S
T.
NE 126TH AVE.IN
TE
RS
TA
TE
3
5
NE 118TH AVE.
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PROJECT NO. 2005.261
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ANY UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY AND RECORDS OBTAINED BY THIS SURVEYOR. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL THE UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION SHOWN.
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ANTICIPATED START DATE = FALL 2020 ANTICIPATED FINISH DATE = SUMMER 2021
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-SITE PLAN SUBMITTAL TO CITY #1: 08/12/2020 08/12/2020 -SITE PLAN SUBMITTAL TO CITY #2: 09/03/202009/03/2020
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3.0
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EROSION AND SEDIMENT CONTROL PLAN
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2.0
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CIVIL DESIGN ADVANTAGE, LLC CONTACT: ERIN OLLENDIKE 3405 SE CROSSROADS DRIVE, SUITE G GRIMES, IOWA 50111 PH. (515) 369-4400 FX. (515) 369-4410
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DESCRIPTION
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NO.
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1.0
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COVER SHEET
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4.0
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5.0
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NOT TO SCALE
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ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC R.O.W.
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6.0
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UTILITY PLAN
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SANITARY SEWER STRUCTURE NO.
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SANITARY SEWER PIPE NO.
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P-10
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10
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S-
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c
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TYPE SW-301 SANITARY MANHOLE
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S
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STORM SERVICE
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SILT FENCE
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STORM/SANITARY CLEANOUT
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TYPE SW-505 STORM INTAKE
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ST
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TYPE SW-401 STORM MANHOLE
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PROPOSED
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TYPE SW-513 STORM INTAKE
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TYPE SW-506 STORM INTAKE
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RIGHT OF WAY
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TYPE SW-501 STORM INTAKE
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WATER VALVE
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FIRE HYDRANT ASSEMBLY
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TYPE SW-503 STORM INTAKE
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ST-
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10
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L-10
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STORM SEWER PIPE NO.
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STORM SEWER STRUCTURE NO.
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WATERMAIN WITH SIZE
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TEMPORARY EASEMENT
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SAWCUT (FULL DEPTH)
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PERMANENT EASEMENT
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DETECTABLE WARNING PANEL
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SIGN
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EXISTING
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SANITARY MANHOLE
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WATER VALVE BOX
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W
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WELL
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FIRE HYDRANT
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WELL
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STORM SEWER DOUBLE INTAKE
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STORM SEWER MANHOLE
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STORM SEWER SINGLE INTAKE
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ST
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FLARED END SECTION
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DECIDUOUS TREE
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DECIDUOUS SHRUB
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CONIFEROUS TREE
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CONIFEROUS SHRUB
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ELECTRIC BOX
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ELECTRIC MANHOLE OR VAULT
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ELECTRIC TRANSFORMER
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POWER POLE W/ TRANSFORMER
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UTILITY POLE W/ LIGHT
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GUY ANCHOR
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STREET LIGHT
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E
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E
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E
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TELEPHONE JUNCTION BOX
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TRAFFIC SIGN
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GAS VALVE BOX
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TELEPHONE MANHOLE/VAULT
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CABLE TV JUNCTION BOX
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CABLE TV MANHOLE/VAULT
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T
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T
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G
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TV
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TV
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BENCHMARK
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SOIL BORING
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BM
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SB
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WATER CURB STOP
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ELECTRIC POWER POLE
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TELEPHONE POLE
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MAIL BOX
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M
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UNDERGROUND TV CABLE
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GAS MAIN
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FIBER OPTIC
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UNDERGROUND TELEPHONE
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OVERHEAD ELECTRIC
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UNDERGROUND ELECTRIC
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FIELD TILE
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SANITARY SEWER W/ SIZE
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STORM SEWER W/ SIZE
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WATER MAIN W/ SIZE
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15" RCP
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SECTION LINE
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CENTER LINE
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WATER SERVICE
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STORM SEWER
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SANITARY SERVICE
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SANITARY SEWER WITH SIZE
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TYPE SW-402 STORM MANHOLE
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CIVIL DESIGN ADVANTAGE, LLC CONTACT: MIKE BROONER 3405 SE CROSSROADS DRIVE, SUITE G GRIMES, IOWA 50111 PH. (515) 369-4400 FX. (515) 369-4410
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1510 W. WALNUT STREET
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DETAILS
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DIMENSION PLAN
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THE PROJECT REQUIRES AN IOWA NPDES PERMIT #2. THIS PROJECT WILL FALL UNDER THE EXISTING NPDES PERMIT THAT WAS OBTAINED FOR THE ELKHART INDUSTRIAL PARK CONSTRUCTION UNDER DISCHARGE AUTHORIZATION NUMBER 26434-26188. THE ACTIVE SWPPP ALREADY IN PLACE FOR THIS DEVELOPMENT WILL BE UPDATED TO INCLUDE THE CONSTRUCTION OF THIS PROJECT.
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R
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PROJECT BOUNDARY
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LOT LINE
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ST
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ST
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RD
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ROOF DRAIN/ DOWNSPOUT
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FILE: H:\2020\2005261\DWG\2005261-SITE.DWG H:\2020\2005261\DWG\2005261-SITE.DWG FILE DATE: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/2020 11:01 AM COMMENT: COMMENT: PLOTTED BY: GRAE HEROLD TECH: ENG: GRAE HEROLD TECH: ENG: TECH: ENG: ENG:
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THE 2020 EDITION OF THE SUDAS STANDARD SPECIFICATIONS, THE PUBLIC SUDAS STANDARD SPECIFICATIONS, THE PUBLIC THE PUBLIC THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) AND ALL CITY (PROWAG) AND ALL CITY SUPPLEMENTALS, IF APPLICABLE, SHALL APPLY TO ALL WORK ON THIS PROJECT UNLESS OTHERWISE NOTED.
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S
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GRADING PLAN
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ZONING: L1 INDUSTRIAL DISTRICT : L1 INDUSTRIAL DISTRICT L1 INDUSTRIAL DISTRICT BUILDING SETBACKS FRONT = 40' = 40' SIDE = 25' = 25' REAR = 20' = 20' MAXIMUM BUILDING HEIGHT = 45' = 45' PARKING REQUIRED 1.85 SPACES / 1,000 SF OF GFA = 54 SPACES = 54 SPACES PARKING PROVIDED = 54 SPACES= 54 SPACES
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STUBBY NAIL 1 FOOT NORTH OF CENTERLINE OF NE 126TH AVENUE AND 1 FOOT WEST OF CENTERLINE OF NE 38TH STREET. ELEVATION=986.41 ARROW BOLT ON FIRE HYDRANT AT NORTHEAST CORNER OF NE 126TH AVENUE AND NE 38TH STREET. ELEVATION=987.40
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JULY 1, 2020
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LOT 4, ELKHART INDUSTRIAL PARK, AN OFFICIAL PLAT IN ELKHART INDUSTRIAL PARK, AN OFFICIAL PLAT IN THE CITY OF ELKHART, POLK COUNTY, IOWA.
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DATE
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ERIN K. OLLENDIKE, P.E.
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PAGES OR SHEETS COVERED BY THIS SEAL:
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MY LICENSE RENEWAL DATE IS DECEMBER 31, 2021
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ERIN K. OLLENDIKE 16926
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I
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A
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W
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O
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I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.
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1.0-6.0
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LICENSE NUMBER 16926
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7.0
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LANDSCAPE PLAN
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KIMBERLEY DEVELOPMENT CORPORATION CONTACT: JENNA KIMBERLEY 2785 N. ANKENY BLVD STE 22 ANKENY, IA 50021 PH: (515) 963-8335
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USE AS CONSTRUCTED
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(UAC)
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DOWNSPOUT
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ROOF DRAIN CONNECTION WITH TEE
CONCRETE FLUME
TYPICAL CRUSHED STONE SECTION
DUMPSTER ENCLOSURE DETAIL
INTEGRAL 6" STANDARD CURB
12" SUBGRADE PREPARATION
ROCK APRON FOR PIPE OUTLET
RCP APRON FOOTING DETAIL
& SPOT ELEVATION REFERENCE DETAIL
TYPICAL SECTION - 25' P.C.C. ROADWAY
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FILE: H:\2020\2005261\DWG\2005261-SITE.DWG H:\2020\2005261\DWG\2005261-SITE.DWG FILE DATE: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/2020 11:01 AM COMMENT: COMMENT: PLOTTED BY: GRAE HEROLD TECH: ENG: GRAE HEROLD TECH: ENG: TECH: ENG: ENG:
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#4 REBAR,
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PARKING
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BACK OF CURB
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FACE OF CURB
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SEE PLAN
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2.0'
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3.0'
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%%USECTION
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%%UPROFILE
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%%UPLAN
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3.0'
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6" PCC
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3" CURB
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18" MIN.
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#4 REBAR,
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DRILL AND EPOXY
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CONCRETE
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FOOTING
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#4 REBAR
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HDPE PIPE
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SQUARE TO ROUND DOWNSPOUT ADAPTER INSERTED IN RISER PIPE
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BUILDING FACE
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FINISHED GRADE
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HDPE OR RCP (SEE PLANS)
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INSTALL TEE PER MANUFACTURER'S SPECIFICATIONS
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HDPE PIPE
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INSTALL HDPE BEND PER MANUFACTURER'S SPECIFICATIONS
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INSTALL TRANSITION FITTING WHERE DISSIMILAR PIPES ARE PRESENT
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4" CLEAN STONE
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12" SUBGRADE PREPARATION
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VARIES
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VAR.
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NOTE:
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1. 12" SUBGRADE PREPARATION TO BE PREPARED IN 2 - 6" LIFTS.
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VAR.
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2" CLASS 'A' CRUSHED STONE
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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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1'-4"
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17'-4"
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7'-0"
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20'-0"
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7'-0"
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12'-0"
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TO MATCH BUILDING
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6"DIA. CONCRETE FILLED PIPE
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METAL SLAT
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SIDE ELEVATION
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GATE W/ METAL FRAME
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FRONT ELEVATION
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MATERIAL
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GATE POST
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4" CAP TO MATCH BUILDING MATERIALS
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8" BLOCK TO MATCH
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BUILDING. REINFORCE
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WALL WITH #5 VERTICAL
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BARS 7'-0" @ 32" 0.C.
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#5 REBAR (CONT.)
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3" CLEARANCE (TYP)
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CONCRETE FOOTING (TYP)
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8"
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8" PCC
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CONCRETE FOOTING (TYP)
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3-6"
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1/2" EXPASION JOINT
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WITH SEALANT
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NOT TO SCALE
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PAVEMENT (SEE PLAN)
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SCARIFIED, RECOMPACTED AND
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PROOFROLLED SUBGRADE (95%%%
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STANDARD PROCTOR DRY DENSITY)
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EXISTING SUBGRADE OR
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COMPACTED FILL (95%%%
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STANDARD PROCTOR DRY
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DENSITY)
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12"
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PREPARE SUBGRADE
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IN TWO 6" LIFTS
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(SEE PLAN)
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NOTE: 1. SUBGRADE PREPARATION SHALL EXTEND 24" BEYOND EDGE OF PAVING OR BACK OF CURB. EXCEPT WHEN ABUTTING EXISTING PAVEMENT.
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NOT TO SCALE
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NOT TO SCALE
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TOP OF CURB (TC)
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FORM GRADE (FG)
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2"R
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1"R
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NOTES: 1. t = PAVEMENT THICKNESS t = PAVEMENT THICKNESS IN INCHES; AS SPECIFIED.
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%%uPLAN%%u
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%%uPROFILE%%u
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%%uCROSS SECTION%%u
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Section A-A
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Engineering Fabric
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Engineering fabric
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Top of bank
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Slope
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Stable channel
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Thickness, T = 1'-6"
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1'-6"
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T=
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Width, W
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Construct notch at end of apron. Depth=2T
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A
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A
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NOTE: 1. THE LAST THREE SECTIONS AND THE APRON SHALL THE LAST THREE SECTIONS AND THE APRON SHALL BE CONNECTED WITH PIPE CONNECTIONS PER SECTION 4030.302C OF SUDAS. 2. INSTALL A 3' CLAY WATERSTOP AT ALL STORM SEWER OUTLETS.INSTALL A 3' CLAY WATERSTOP AT ALL STORM SEWER OUTLETS.
NOTES: 1. INSTALL A 3 FOOT CLAY WATER STOP INSTALL A 3 FOOT CLAY WATER STOP AT ALL STORM SEWER OUTLETS. 2. ANY RCP APRON LAGER THAN 48" ANY RCP APRON LAGER THAN 48" DIAMETER DOES NOT REQUIRE A TRASH GUARD.
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NOT TO SCALE
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6" P.C.C. PAVEMENT
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12" SUBGRADE PREPARATION
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PROFILE GRADE
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C
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L
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VAR.
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FORM GRADE (FG)
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%%UNOTE:
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L-1 JOINT
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7.0'
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7.0'
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1. 12" SUBGRADE PREPARATION TO BE PREPARED IN 2 - 6" LIFTS. 2. REFER TO PLAN FOR LOCATIONS OF REFER TO PLAN FOR LOCATIONS OF INTEGRAL 6" STANDARD CURB. 3. REFER TO DIMENSION PLAN FOR REFER TO DIMENSION PLAN FOR LOCATIONS OF TYPICAL SECTION.
FILE: H:\2020\2005261\DWG\2005261-SITE.DWG H:\2020\2005261\DWG\2005261-SITE.DWG FILE DATE: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/2020 11:01 AM COMMENT: COMMENT: PLOTTED BY: GRAE HEROLD TECH: ENG: GRAE HEROLD TECH: ENG: TECH: ENG: ENG:
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0'
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SCALE
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10'
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40'
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20'
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1. THE MOST RECENT EDITION OF THE SUDAS STANDARD SPECIFICATIONS AND ALL CITY THE MOST RECENT EDITION OF THE SUDAS STANDARD SPECIFICATIONS AND ALL CITY SUDAS STANDARD SPECIFICATIONS AND ALL CITY AND ALL CITY SUPPLEMENTALS, IF APPLICABLE, SHALL APPLY TO ALL WORK ON THIS PROJECT UNLESS OTHERWISE NOTED. 2. ALL WORK SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND ALL WORK SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 3. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 4. PRIOR TO ANY WORK AT THE SITE, CONTRACTOR SHALL EXAMINE ANY APPLICABLE PRIOR TO ANY WORK AT THE SITE, CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER, ENGINEER, AND/OR ARCHITECT, AND CONSULT WITH OWNER'S PERSONNEL AND UTILITY COMPANY REPRESENTATIVES. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 5. ONE WEEK PRIOR TO CONSTRUCTION WITHIN CITY R.O.W. OR ANY CONNECTION TO PUBLIC ONE WEEK PRIOR TO CONSTRUCTION WITHIN CITY R.O.W. OR ANY CONNECTION TO PUBLIC SEWERS CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER. 6. ALL CONSTRUCTION WITHIN PUBLIC R.O.W./ EASEMENTS, AND/OR ANY CONNECTION TO ALL CONSTRUCTION WITHIN PUBLIC R.O.W./ EASEMENTS, AND/OR ANY CONNECTION TO PUBLIC SEWERS AND STREETS, SHALL COMPLY WITH THE CITY'S STANDARDS. 7. ALL DIMENSIONS ARE TO BACK OF CURB, EXTERIOR OF BUILDING OR PROPERTY LINE UNLESS OTHERWISE NOTED. 8. CONTRACTOR TO VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. CONTRACTOR TO VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. 9. PLACE 3/4 INCH EXPANSION JOINT BETWEEN ALL P.C.C. PAVEMENT/SIDEWALKS AND PLACE 3/4 INCH EXPANSION JOINT BETWEEN ALL P.C.C. PAVEMENT/SIDEWALKS AND BUILDING. PLACE 1/2 INCH EXPANSION JOINT BETWEEN SIDEWALKS AND P.C.C. PAVEMENT. 10. REMOVE ALL DEBRIS SPILLED INTO R.O.W. AT THE END OF EACH WORK DAY. REMOVE ALL DEBRIS SPILLED INTO R.O.W. AT THE END OF EACH WORK DAY. 11. ALL PROPERTY PINS SHALL BE PROTECTED FROM GRADING OR OTHER OPERATIONS. ANY ALL PROPERTY PINS SHALL BE PROTECTED FROM GRADING OR OTHER OPERATIONS. ANY PINS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. 12. DO NOT STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN THE RIGHT OF WAY. DO NOT STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN THE RIGHT OF WAY. 13. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREAS WILL BE SUBJECT TO THE APPROVAL OF THE OWNER. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TO OPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. 15. THE CONTRACTOR MAY BE REQUIRED TO PLACE TEMPORARY WARNING DEVICES AND SAFETY THE CONTRACTOR MAY BE REQUIRED TO PLACE TEMPORARY WARNING DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ARE NOT INSTALLED THE SAME DAY, AS DIRECTED BY THE ENGINEER OR THE CITY. 16. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK BETWEEN SUPPLIERS AND SUBCONTRACTORS INVOLVED IN THE PROJECT, INCLUDING STAGING OF CONSTRUCTION DETAILS. 17. ALL SCOUR STOP SHALL BE INSTALLED BY A CERTIFIED CONTRACTOR ACCORDING TO SCOUR ALL SCOUR STOP SHALL BE INSTALLED BY A CERTIFIED CONTRACTOR ACCORDING TO SCOUR STOP PRODUCT SPECIFICATIONS. 18. ALL PERMITS AND ADDITIONAL FEES REQUIRED TO COMPLETE THE WORK SHALL BE INCLUDED IN THE CONTRACTOR BID.
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1. ALL APPLICABLE CITY PERMITS, INCLUDING BUT NOT ALL APPLICABLE CITY PERMITS, INCLUDING BUT NOT LIMITED TO CLOSURE PERMITS, SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION WITHIN CITY R.O.W. OR LANE CLOSURES. 2. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. PERMANENT SIGNING THAT CONVEYS A MESSAGE PERMANENT SIGNING THAT CONVEYS A MESSAGE CONTRARY TO THE MESSAGE OF TEMPORARY SIGNING AND NOT APPLICABLE TO THE WORKING CONDITIONS SHALL BE COVERED BY THE CONTRACTOR WHEN DIRECTED BY THE CITY. 4. THE CONTRACTOR SHALL COORDINATE HIS TRAFFIC THE CONTRACTOR SHALL COORDINATE HIS TRAFFIC CONTROL WITH OTHER CONSTRUCTION PROJECTS IN THE AREA. 5. SIDEWALK CLOSED SIGNS REQUIRED FOR ALL SIDEWALK CLOSED SIGNS REQUIRED FOR ALL SIDEWALK CLOSURES. 6. THE CONTRACTOR IS CAUTIONED NEITHER TO THE CONTRACTOR IS CAUTIONED NEITHER TO OBSTRUCT NOR REMOVE ANY EXISTING PAVEMENT, NOR TO DISTURB THE EXISTING TRAFFIC PATTERNS MORE THAN IS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 7. ALL SIGNING AND LANE STRIPING WILL NEED TO COMPLY WITH MUTCD. MAINTENANCE AND REPLACEMENT OF THE SIGNING AND STRIPING WILL BE THE RESPONSIBILITY OF THE APPLICANT.
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1. PARKING AREAS 6" P.C.C. 6" P.C.C. 2. DRIVEWAYS 6" P.C.C. 6" P.C.C. 3. DUMPSTER ENCLOSURE AND FRONT 20' 8" P.C.C. 8" P.C.C. 4. PAVEMENT WITHIN R.O.W. 7" P.C.C. 7" P.C.C. *ALL PAVEMENT SHALL BE NON REINFORCED
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1510 W. WALNUT STREET
BUILDING = 28,800 SF
LOT 4
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OVERFLOW ELEV=988.75
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F.F.E. = 989.28
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OVERFLOW ELEV=988.45
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OVERFLOW ELEV=987.10
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EXISTING 20.0' STORM SEWER EASEMENT
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FILE: H:\2020\2005261\DWG\2005261-SITE.DWG H:\2020\2005261\DWG\2005261-SITE.DWG FILE DATE: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/2020 11:01 AM COMMENT: COMMENT: PLOTTED BY: GRAE HEROLD TECH: ENG: GRAE HEROLD TECH: ENG: TECH: ENG: ENG:
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1. PRIOR TO ANY GRADING, A COPY OF THE NPDES PERMIT SHALL BE PROVIDED TO THE PRIOR TO ANY GRADING, A COPY OF THE NPDES PERMIT SHALL BE PROVIDED TO THE CITY'S BUILDING DIVISION. 2. CONTRACTOR SHALL STRIP ALL DELETERIOUS MATERIAL. THE TOP 6" OF TOPSOIL IS TO CONTRACTOR SHALL STRIP ALL DELETERIOUS MATERIAL. THE TOP 6" OF TOPSOIL IS TO BE STOCKPILED AND RESPREAD AFTER GRADING IS COMPLETE. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A SUITABLE TOPSOIL STOCKPILE SITE. 3. EXCAVATION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SUDAS EXCAVATION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SUDAS SUDAS STANDARD SPECIFICATIONS AND ALL CITY SUPPLEMENTALS, IF APPLICABLE, AND ALL CITY SUPPLEMENTALS, IF APPLICABLE, 4. MATCH EXISTING GRADES AT PROPERTY LINES AND/OR CONSTRUCTION LIMITS. MATCH EXISTING GRADES AT PROPERTY LINES AND/OR CONSTRUCTION LIMITS. 5. ALL SPOT ELEVATIONS ARE FORM GRADE (FG) OR TOP OF FINISHED SURFACES UNLESS ALL SPOT ELEVATIONS ARE FORM GRADE (FG) OR TOP OF FINISHED SURFACES UNLESS OTHERWISE NOTED. 6. SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS. SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS. 7. SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. 8. THE CONTRACTOR SHALL CONFINE HIS GRADING OPERATIONS TO WITHIN THE THE CONTRACTOR SHALL CONFINE HIS GRADING OPERATIONS TO WITHIN THE CONSTRUCTION LIMITS AND EASEMENTS SHOWN ON THE PLANS. ANY DAMAGE TO PROPERTIES OUTSIDE THE SITE BOUNDARY SHALL BE AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE CONTROL TO THE CONSTRUCTION THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE CONTROL TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. 10. REFER TO SEPARATE STORM WATER POLLUTION PREVENTION PLAN FOR DETAILS ON REFER TO SEPARATE STORM WATER POLLUTION PREVENTION PLAN FOR DETAILS ON EROSION CONTROL. 11. FINAL FINISH GRADING TO BE APPROVED BY THE ARCHITECT AND CIVIL ENGINEER. MATCH FINAL FINISH GRADING TO BE APPROVED BY THE ARCHITECT AND CIVIL ENGINEER. MATCH EXISTING GRADES AT THE INTERFACE OF NEW AND EXISTING GRADES OR PAVING. 12. SIDEWALKS: SIDEWALKS: MAINTAIN 1% MINIMUM AND 5% MAXIMUM LONGITUDINAL SLOPES ON ALL PAVED WALKWAYS. ALL WALKS TO HAVE 2.0% MAXIMUM TRANSVERSE SLOPE IN THE DIRECTION OF NATURAL DRAINAGE. SAW CUT JOINTS AS SOON AS CONCRETE HAS SET. SAW CUTS TO BE 1/8" TO 1/4" WIDE; DEPTH: LONGITUDINAL T/3, TRANSVERSE T/4. 13. THE GRADING OF THE DETENTION FACILITY, INSTALLATION OF THE STORM SEWER SYSTEM (IF APPLICABLE), AND THE INSTALLATION OF THE ORIFICE PLATE (IF APPLICABLE) SHALL BE COMPLETED AND FUNCTIONAL PRIOR TO ANY INCREASE IN IMPERVIOUS SURFACES WITHIN THE SITE OR THE PREVIOUSLY MENTIONED ITEMS SHALL BE GRADED/ INSTALLED AS SOON AS PRACTICAL.
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SWPPP LEGEND
ELKHART INDUSTRIAL PARK - LOT 4
VICINITY MAP
ELKHART, IOWA
ELKHART INDUSTRIAL PARK - LOT 4
DISCHARGE POINT SUMMARY
STABILIZATION QUANTITIES
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DISCHARGE POINT #1 +2800 FEET TO AN 2800 FEET TO AN UNNAMED TRIBUTARY OF OTTER CREEK
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UNDISTURBED AREA
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DISCHARGE POINT #2 +2600 FEET TO AN 2600 FEET TO AN UNNAMED TRIBUTARY OF OTTER CREEK
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CONCRETE WASH PIT
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GRAVEL CONSTRUCTION EXIT 3" CRUSHED STONE @ 6" MINIMUM DEPTH & 150' MINIMUM LENGTH
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POTENTIAL TOPSOIL STOCKPILE LOCATION
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PROPOSED STAGING AREA (VERIFY EXACT LOCATION WITH CONTRACTOR)
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DISCHARGE POINT #1 TO AN UNNAMED TRIBUTARY OF OTTER CREEK ±2800 FT TOTAL AREA DISTURBED TO DISCHARGE POINT 2.57 ACRES 2.57 ACRES STORAGE VOLUME REQUIRED (# OF ACRES*3600 CU FT) 9,252 CU FT 9,252 CU FT VOLUME PROVIDED IN SILT FENCE (1,389 LF @ 9 CU FT/LF OF FENCE) 12,501 CU FT 12,501 CU FT TOTAL VOLUME PROVIDED 12,501 CU FT 12,501 CU FT DISCHARGE POINT #2 TO AN UNNAMED TRIBUTARY OF OTTER CREEK ±2600 FT TOTAL AREA DISTURBED TO DISCHARGE POINT 0.73 ACRES 0.73 ACRES STORAGE VOLUME REQUIRED (# OF ACRES*3600 CU FT) 2,628 CU FT 2,628 CU FT VOLUME PROVIDED IN SILT FENCE (537 LF @ 9 CU FT/LF OF FENCE) 4,833 CU FT 4,833 CU FT TOTAL VOLUME PROVIDED 4,833 CU FT4,833 CU FT
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1. IF DEWATERING IS NEEDED FOR ANY REASON, DISCHARGE OF WATER OFFSITE IS TO IF DEWATERING IS NEEDED FOR ANY REASON, DISCHARGE OF WATER OFFSITE IS TO CONFORM WITH THE GENERAL PERMIT #2 REQUIREMENT. 2. DISTURBED AREAS SHALL BE TEMPORARILY SEEDED OR MULCHED IMMEDIATELY DISTURBED AREAS SHALL BE TEMPORARILY SEEDED OR MULCHED IMMEDIATELY WHENEVER CLEARING, GRADING, EXCAVATING, OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS.
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FILE: H:\2020\2005261\DWG\2005261-SWPPP.DWG H:\2020\2005261\DWG\2005261-SWPPP.DWG FILE DATE: 7/17/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 7/17/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/2020 11:01 AM COMMENT: COMMENT: PLOTTED BY: GRAE HEROLD TECH: ENG: GRAE HEROLD TECH: ENG: TECH: ENG: ENG:
1510 W. WALNUT STREET
BUILDING = 28,800 SF
LOT 4
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2" DOMESTIC SERVICE
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EXISTING POND NORMAL POOL=982.09 100 YR ELEV=984.73
CRITICAL CROSSING EXISTING GAS MAIN IN THIS AREA. VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION
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CRITICAL CROSSING EXISTING GAS MAIN IN THIS AREA. VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION
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INSTALL 5 TONS OF CLASS 'E' RIPRAP
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INSTALL 2.5 TONS OF CLASS 'E' RIPRAP
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INSTALL 2.5 TONS OF CLASS 'E' RIPRAP
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PRIVATE STORM SEWER EASEMENT
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F.F.E. 989.28
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FILE: H:\2020\2005261\DWG\2005261-SITE.DWG H:\2020\2005261\DWG\2005261-SITE.DWG FILE DATE: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/2020 11:01 AM COMMENT: COMMENT: PLOTTED BY: GRAE HEROLD TECH: ENG: GRAE HEROLD TECH: ENG: TECH: ENG: ENG:
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1. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR UTILITY SERVICE REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR UTILITY SERVICE SIZES AND EXACT LOCATIONS. REFER TO ELECTRICAL PLANS FOR ELECTRIC AND TELEPHONE SERVICE CONSTRUCTION DETAILS. REFER TO MECHANICAL PLANS FOR GAS SERVICE CONSTRUCTION DETAILS. 2. FIELD VERIFY ELEVATIONS AND LOCATIONS OF ALL CONNECTIONS TO EXISTING FIELD VERIFY ELEVATIONS AND LOCATIONS OF ALL CONNECTIONS TO EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. 3. PROVIDE TEMPORARY SUPPORT FOR EXISTING UTILITY LINES THAT ARE PROVIDE TEMPORARY SUPPORT FOR EXISTING UTILITY LINES THAT ARE ENCOUNTERED DURING CONSTRUCTION UNTIL BACKFILLING IS COMPLETE. 4. BACKFILL ALL UTILITY TRENCHES ACCORDING TO THE MOST RECENT EDITION OF BACKFILL ALL UTILITY TRENCHES ACCORDING TO THE MOST RECENT EDITION OF THE SUDAS STANDARD SPECIFICATIONS AND ALL CITY SUPPLEMENTALS. MAINTAIN SUDAS STANDARD SPECIFICATIONS AND ALL CITY SUPPLEMENTALS. MAINTAIN AND ALL CITY SUPPLEMENTALS. MAINTAIN A MINIMUM OF 5.5' COVER OVER ALL WATERMAINS. 5. ALL UTILITIES SHALL BE STUBBED TO 5 FEET FROM BUILDINGS. REFER TO MEP ALL UTILITIES SHALL BE STUBBED TO 5 FEET FROM BUILDINGS. REFER TO MEP PLANS FOR DESIGN FROM 5' OUTSIDE OF BUILDING FACE. 6. ADJUST ALL MANHOLES, INTAKES AND UTILITY FIXTURES TO FINISHED GRADE. ADJUST ALL MANHOLES, INTAKES AND UTILITY FIXTURES TO FINISHED GRADE. 7. ALL SANITARY SEWER AND WATER SERVICES SHALL BE CONSTRUCTED IN ALL SANITARY SEWER AND WATER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY'S PLUMBING CODE. 8. 18" MINIMUM VERTICAL CLEARANCE BETWEEN STORM SEWER AND SANITARY 18" MINIMUM VERTICAL CLEARANCE BETWEEN STORM SEWER AND SANITARY SEWER PIPES. 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN. 9. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER LINES AND WATER MAINS. 10. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS. THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATIONS AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE AT 800-292-8989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. 11. ALL WATERMAIN WORK, PUBLIC OR PRIVATE SHALL BE DONE IN ACCORDANCE ALL WATERMAIN WORK, PUBLIC OR PRIVATE SHALL BE DONE IN ACCORDANCE WITH THE CITY'S STANDARD CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED IN THE PROJECT. 13. PRIVATE UTILITIES TO BE INSTALLED PER THE CITY'S APPLICABLE BUILDING PRIVATE UTILITIES TO BE INSTALLED PER THE CITY'S APPLICABLE BUILDING CODES OR STANDARD SPECIFICATIONS. CONTACT BUILDING INSPECTION A MINIMUM OF 24 HOURS IN ADVANCE FOR UTILITY INSTALLATION INSPECTIONS. 14. OWNER IS RESPONSIBLE FOR MAINTENANCE OF PRIVATE DETENTION FACILITIES OWNER IS RESPONSIBLE FOR MAINTENANCE OF PRIVATE DETENTION FACILITIES AND PRIVATE UTILITIES. 15. CONTRACTOR SHALL PREVENT ENTRY OF MUD, DIRT, DEBRIS AND OTHER MATERIAL INTO NEW AND EXISTING SEWER SYSTEMS. SHOULD ANY CONTAMINATION OCCUR DURING CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AT NO COST TO THE OWNER. INSTALL SILT FENCE AT ALL PERMANENT STORM SEWER INLETS. 16. INSTALL APRON GUARD AND FOOTINGS ON ALL APRONS. 17. REMOVE SILT FENCE UPON COMPLETION OF PROJECT ONCE SEEDING IS REMOVE SILT FENCE UPON COMPLETION OF PROJECT ONCE SEEDING IS ESTABLISHED. REFER TO STORM WATER POLLUTION PREVENTION PLAN FOR DETAILS. 18. FLOOR DRAINS LOCATED WITHIN THE BUILDING FOOTPRINT WILL BE COLLECTED IN FLOOR DRAINS LOCATED WITHIN THE BUILDING FOOTPRINT WILL BE COLLECTED IN SAND/OIL SEPARATOR LOCATED WITHIN THE BUILDING THAT DISCHARGES INTO THE SANITARY SEWER SYSTEM.
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PLANT SCHEDULE
OVERSTORY TREES
EVERGREEN TREES
SHRUBS
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FILE: H:\2020\2005261\DWG\2005261-SITE.DWG H:\2020\2005261\DWG\2005261-SITE.DWG FILE DATE: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/20 DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: DATE PLOTTED: 10/12/2020 11:01 AM COMMENT: 10/12/2020 11:01 AM COMMENT: COMMENT: PLOTTED BY: GRAE HEROLD TECH: ENG: GRAE HEROLD TECH: ENG: TECH: ENG: ENG:
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1. LOCATE ALL UTILITIES BEFORE ANY PLANTING BEGINS. LOCATE ALL UTILITIES BEFORE ANY PLANTING BEGINS. 2. THE MOST RECENT EDITION OF THE SUDAS STANDARD SPECIFICATIONS AND ALL THE MOST RECENT EDITION OF THE SUDAS STANDARD SPECIFICATIONS AND ALL SUDAS STANDARD SPECIFICATIONS AND ALL AND ALL CITY SUPPLEMENTALS, IF APPLICABLE, SHALL APPLY TO ALL WORK ON THIS PROJECT UNLESS OTHERWISE NOTED. 3. TYPE, SIZE, AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE MOST TYPE, SIZE, AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE MOST CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 4. ALL PLANT MATERIAL SHALL BE HEALTHY SPECIMENS WITHOUT DEFORMITIES, ALL PLANT MATERIAL SHALL BE HEALTHY SPECIMENS WITHOUT DEFORMITIES, VOIDS AND OPEN SPACES, WITH WELL DEVELOPED BRANCH AND ROOT SYSTEMS; TRUE TO HEIGHT, SHAPE AND CHARACTER OF GROWTH OF THE SPECIES OR VARIETY. 5. SEED (TYPE 1) OR SOD ALL DISTURBED AREAS AS DIRECTED BY OWNER. SEED (TYPE 1) OR SOD ALL DISTURBED AREAS AS DIRECTED BY OWNER. 6. BACKFILL TO TOP OF CURB. (MINUS 1 1/2" FOR SOD, IF REQ.) BACKFILL TO TOP OF CURB. (MINUS 1 1/2" FOR SOD, IF REQ.) 7. WEED PREVENTER (PRE-EMERGENT) SHALL BE SPREAD OVER SOIL AFTER WEED PREVENTER (PRE-EMERGENT) SHALL BE SPREAD OVER SOIL AFTER PLANTING AND BEFORE MULCHING IN ALL PLANTING BEDS PER MANUFACTURER'S RECOMMENDATIONS. 8. SHREDDED HARDWOOD MULCH SHALL BE PLACED AROUND ALL TREES, SHRUBS SHREDDED HARDWOOD MULCH SHALL BE PLACED AROUND ALL TREES, SHRUBS AND IN ALL PLANTING BEDS TO A (MIN) DEPTH OF 3". 9. ALL EDGING SHALL BE SPADE CUT EDGE. ALL EDGING SHALL BE SPADE CUT EDGE. 10. PLANT QUANTITIES ARE SHOWN FOR INFORMATION ONLY, THE DRAWING SHALL PLANT QUANTITIES ARE SHOWN FOR INFORMATION ONLY, THE DRAWING SHALL PREVAIL IF ANY CONFLICTS ARISE. 11. ALL DEBRIS SPILLED IN THE PUBLIC R.O.W. SHALL BE PICKED UP BY THE ALL DEBRIS SPILLED IN THE PUBLIC R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 12. CONTRACTOR SHALL WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF INSTALLATION.
