RFP_08-26_Construction_Plans.pdf
PDF 4 MB Posted
- Attached to
- Alexander Island Park Entrance
- Solicitation number
- 08-26
- Issued by
- Volusia County, Florida
About this file
This file comprises construction plans prepared by Kimley-Horn and Associates, Inc. for the City of DeBary, Florida, detailing the Alexander Island Park Entrance capital improvement project. The project involves developing the existing two-way Fort Florida Road into a three-way intersection within approximately 0.65 acres in DeBary, Florida (Section 8, Township 19, Range 30). The construction plans include general notes, stormwater pollution prevention protocols, existing conditions and demolition plans, site plans, paving and grading specifications, drainage and utility plans, and construction details. The civil engineer is the City of DeBary, with Richard Villasenor listed as the primary contact (386-601-0215). The professional engineer of record is Brent A. Lenzen (Florida License No. 78537) of Kimley-Horn and Associates. The project will be served by Florida Power & Light for electricity and Volusia County Water & Utility for water, sewer, and reclaim water services.
The construction sequence encompasses fourteen phases, beginning with installation of a stabilized construction entrance and erosion control measures, proceeding through site clearing, grubbing, grading, and utility installation, and concluding with final paving and site stabilization. All work must comply with Florida's Generic Permit for Stormwater Discharge for construction activities, with stormwater ultimately discharging to the St. Johns River at rates equal to or less than existing discharge rates. Contractors are responsible for implementing best management practices for erosion and sediment control, including silt fences, sediment basins, earth dikes, and stabilization through temporary seeding and mulch within 14 days of construction cessation in any area. The superintendent designated by the contractor must conduct daily inspections of erosion control methods, prepare maintenance reports, and coordinate proper disposal of construction waste, hazardous materials, and sanitary waste in accordance with all applicable local, state, and federal regulations.
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FEBRUARY 6, 2024
DEBARY, FLORIDA
AERIAL MAP
ALEXANDER ISLAND PARK
ENTRANCE
CONSTRUCTION PLANS
FOR
PROJECT TEAM
SHEET INDEX
C0.0 COVER
PROJECT LOCATION
PREPARED BY
TOPOGRAPHIC MAP
PROJECT LOCATION
SECTION 8, TOWNSHIP 19, RANGE 30
CIVIL ENGINEER:
CITY OF DEBARY
16 COLOMBA ROAD
DEBARY, FL 32713
CONTACT: RICHARD VILLASENOR
PHONE: (386) 601-0215
EMAIL: RVILLASENOR@DEBARY.ORG
OWNER/DEVELOPER:
KIMLEY-HORN AND ASSOCIATES, INC.
200 S. ORANGE AVENUE, SUITE 600
ORLANDO, FL 32801
CONTACT: BRENT A. LENZEN, P.E.
PHONE: (407) 898-1511
EMAIL: BRENT.LENZEN@KIMLEY-HORN.COM
SURVEYOR
ALLEN & COMPANY
16 EAST PLANT STREET
WINTER GARDEN, FLORIDA 34787
PHONE:(407) 654-5355
N O
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VICINITY MAP
PROJECT LOCATION
N O
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UTILITY PROVIDERS
POWER:
FLORIDA POWER & LIGHT
2626 W. 1ST STREET
SANFORD, FL 32771
CONTACT: JOSH FURUKAWA
PHONE: (407) 328-1911
EMAIL: JOSHUA.FURUKAWA@FLP.COM
VOLUSIA COUNTY WATER & UTILITY
3151 E. NEW YORK
DELAND, FL 32720
CONTACT: SCOTT MAYS
PHONE: (386) 943-7027
EMAIL: SMAYS@VOLUSIA.ORG
WATER, SEWER,
& RECLAIM WATER:
CALL 48 HOURS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Know what's below.
Call before you dig. P ROFES S I O NA L ENGIN
EE
R«
BRENT A. LENZEN
No. 78537
STATE OF
F L O R IDA
LICENSE
PROJECT LOCATION
C3.0 EXISTING CONDITIONS AND DEMOLITION PLAN
SITE PLAN
C5.0 PAVING, GRADING, DRAINAGE, AND UTILITY PLAN
CONSTRUCTION DETAILS
C2.0 STORMWATER POLLUTION PREVENTION PLAN
C1.0 - C1.1 GENERAL NOTES
NOT TO SCALE
NOT TO SCALENOT TO SCALE
FORT FLORIDA ROAD
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GENERAL PAVING, GRADING AND DRAINAGESTORM DRAINAGE SYSTEM
DRAINAGE SYSTEM TESTING AND INSPECTION
DEMOLITION
PAVEMENT MARKING AND SIGNAGE
TREES AND VEGETATION
EARTHWORK / GRADING / DEMUCKING PROCEDURES
PAVING/GRADING TESTING AND INSPECTION
TEST, INSPECTION AND CLOSEOUT REQUIREMENTS
SAFETY
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POTABLE WATER SYSTEM
POTABLE WATER TESTING AND INSPECTION
SANITARY SYSTEM
SANITARY TESTING AND INSPECTION
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-CLEANING SUPPLIES
-DETERGENTS
-MASONARY BLOCK/BRICKS
-PAINT
-WOOD
ITEMS REQUIRING POLLUTION PREVENTION
THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE:
-ASPHALT
-CONCRETE
-FERTILIZERS
-METAL PIECES
-PETROLEUM BASED PRODUCTS
-TAR
THE FOLLOWING ARE NON-STORM WATER SOURCES THAT WILL BE
ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN
PRIOR TO DISCHARGE:
-UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION
-WATER FROM WATER LINE FLUSHING
-PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR
HAZARDOUS MATERIALS HAVE OCCURRED).
SPILL PREVENTION AND CONTROL
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE
USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF
MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
GOOD HOUSEKEEPING
-SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE,
USE, AND DISPOSAL OF CONSTRUCTION MATERIALS.
-STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION.
-ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER.
-ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE
PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE
COVER.
-PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER.
-ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE
MANUFACTURER'S RECOMMENDATIONS.
HAZARDOUS PRODUCTS
-MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE
ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS
CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED.
-PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE
WITH MANUFACTURER AND LOCAL/STATE REGULATIONS.
PRODUCT SPECIFIC PRACTICES
-PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND
CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE
PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID
LEAKAGE OF PETROLEUM PRODUCTS ON SITE.
-THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL
IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE
STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF
FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID
SPILLS.
-PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS
PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER.
-CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE
SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE.
SPILL CONTROL PRACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT
PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE
FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND
CLEANUP:
-SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM
EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES.
-THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE
MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND,
SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS.
-ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE.
-WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE
EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY.
-TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF
THE SIZE OF THE SPILL.
-AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO
PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE
SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE
RECORDED.
-THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP
COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS.
THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL
BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION
AND CLEANUP PROCEDURES.
STORMWATER POLLUTION PREVENTION PLAN
MAINTENANCE AND INSPECTION PRACTICES
THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE COMPLETED
BY THE CONTRACTOR:
-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED DAILY AND AFTER EACH
0.5 INCH OR GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HIS/HER
DIRECT SUPERVISION.
-ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD CONDITION.
REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT.
-THE SILT FENCE SHALL BE INSPECTED PERIODICALLY FOR HEIGHT OF SEDIMENT AND
CONDITION OF FENCE.
-THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES ONE-THIRD THE
HEIGHT OF THE FENCE.
-THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED MONTHLY FOR DEPTH OF SEDIMENT. THEY
SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL CAPACITY AND AFTER
CONSTRUCTION IS COMPLETE.
-DIVERSION DIKES SHALL BE INSPECTED MONTHLY. ANY BREACHES SHALL BE PROMPTLY
REPAIRED.
-ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY. UNSTABALIZED
AREAS SHALL BE RE-SODDED.
-A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE
SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE FILED IN AN ORGANIZED
MANNER AND RETAINED ON-SITE DURING CONSTRUCTION. AFTER CONSTRUCTION IS
COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS. THE REPORTS
SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL.
-THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND
PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND
REPORTS.
POLLUTION PREVENTION PLAN CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE
PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM
DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED
THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO
MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE
INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR
SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT
FOR KNOWING VIOLATIONS.
SIGNED: _____________________________________ DATE:__________________
BRENT A. LENZEN, P.E.
FLORIDA REGISTRATION NUMBER: 78537
PROFESSIONAL ENGINEER
CONTRACTOR'S CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, SHALL COMPLY WITH, THE TERMS AND
CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FORM
LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION
PLAN PREPARED THEREUNDER.
SIGNATURE AND DATE
NAME AND TITLE,
COMPANY / ADDRESS AND
TELEPHONE NUMBER
RESPONSIBILITY
EROSION AND SEDIMENT CONTROLS
BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL
EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION
AND DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE
CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL
METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO
PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE
AND FEDERAL LAW.
STORM WATER MANAGEMENT
STORMWATER COLLECTION SHALL BE PROVIDED BY DITCHES AND CONVEYED
FOR TREATMENT TO NEARBY WETLANDS. THE SYSTEMS WILL OUTFALL TO
NEARBY WETLANDS, AND ULTIMATELY TO THE ST. JOHNS RIVER AT A RATE THAT
IS EQUAL TO OR LESS THAN THE EXISTING DISCHARGE RATE.
STABILIZATION PRACTICES:
TEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED PORTIONS
OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY
CEASE, SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 14
DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY
SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT
MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED
AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF
10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH
AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL.
AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY
STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB-BASE UNTIL BITUMINOUS
PAVEMENT CAN BE APPLIED.
PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH
PERMANENT SEED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION
ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES
1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO
SEEDING, 2 TONS/ACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE
PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO
EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL
BE MULCHED IMMEDIATELY.
STRUCTURAL PRACTICES:
EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE
SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE
CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT
RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE
SEDIMENT BASIN.
SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON
DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST
BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION.
SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE
SOIL.
WASTE DISPOSAL
WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED
IN A METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL
AND STATE LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE
SHALL BE DEPOSITED IN THE DUMPSTER. THE SUPERINTENDENT SHALL
COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT
LEAST TWICE A WEEK AND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO
CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE
SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE
PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE
SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING
WASTE MATERIAL PROCEDURES.
HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN
ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE
MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER
TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH
HAZARDOUS WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON
THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR
ENFORCING THE PROCEDURES.
SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN
ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL
COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY
WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE.
OFF-SITE TRACKING
A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE
SEDIMENT TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT
SHALL BE CLEANED ONCE A DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK
RESULTING FROM CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS
OFFSITE SHALL BE COVERED WITH A TARPAULIN.
SITE DESCRIPTION
PROJECT NAME AND LOCATION
ALEXANDER ISLAND PARK ENTRANCE
DEBARY, FLORIDA
*SEE COVER SHEET FOR LOCATION MAP
DEVELOPER NAME AND ADDRESS
CITY OF DEBARY
516 COLOMBA ROAD
DEBARY, FL 32713
CONTACT: RICHARD VILLASENOR
PHONE: (386) 601-0215
EMAIL: RVILLASENOR@DEBARY.ORG
PROJECT DESCRIPTION
THE PROPOSED ALEXANDER ISLAND PARK ENTRANCE DEVELOPMENT WILL
CONSIST OF DEVELOPING THE EXISTING TWO-WAY FORT FLORIDA ROAD TO A 3
WAY INTERSECTION.
PROJECT AREA: ~0.65 ACRES
CONTRIBUTING DRAINAGE AREA: ~0.65 ACRES
LONGITUDE: 81° 51' 22" LATITUDE: 28° 20' 53"
ULTIMATE RECEIVING WATERS: ST. JOHNS RIVER
ACTIVITIES THAT REQUIRE EROSION CONTROL
PROVIDING A PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; SITE
GRADING; INSTALLATION OF STORM WATER, SANITARY SEWER, AND WATER
STRUCTURES; CURB, ROADWAYS, AND PARKING FACILITIES.
*SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND
OTHER EROSION CONTROL METHODS.
SOIL PARAMETERS
SOIL TYPES:
SEQUENCE OF MAJOR ACTIVITIES
THE ORDER OF CONSTRUCTION IS AS FOLLOWS:
1. PROVIDE STABILIZED CONSTRUCTION ENTRANCE
2. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS
3. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE
4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN
5. FINISH CLEARING AND GRUBBING
6. REMOVE AND STORE TOPSOIL
7. PROVIDE INITIAL GRADING AS REQUIRED
8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE
9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER
10. INSTALL BASE TO ROAD AND PARKING AREA
11. FINISH GRADING ENTIRE SITE
12. CONSTRUCT FINAL PAVING
13. REMOVE ACCUMULATED SEDIMENT
14. REMOVE ANY ITEMS THAT ARE NOT REQUIRED
TIMING OF CONTROL MEASURES
THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES),
A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO
CLEARING AND GRUBBING ACTIVITY. AFTER CONSTRUCTION IS COMPLETE, THE
ACCUMULATED SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE
REGRADED AND PERMANENTLY STABILIZED AS SHOWN ON THE PLANS.
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C6.0
| C0.0 COVER |
| C3.0 EXISTING CONDITIONS AND DEMOLITION PLAN |
| C4.0 SITE PLAN |
| C5.0 PAVING, GRADING, DRAINAGE, AND UTILITY PLAN |
| C6.0 CONSTRUCTION DETAILS |
File details come from the government source that posted it. Updated .