1073 ATLANTIC BLVD CIV24-0002, DWGSA.TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION EXISTING UTILITIES, SITE
TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS
PROVIDED BY THE FOLLOWING COMPANY, AS CONTRACTORS TO THE OWNER:
MATTHEWS | DCCM, INC. AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE SURVEY OR FOR
DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES.
B. ADDITIONAL PROJECT INFORMATION HAS BEEN PROVIDED BY THE FOLLOWING SUB-CONSULTANT AS CONTRACTOR TO THE
OWNER:
C. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER OF ANY DISCREPANCIES BETWEEN THE SURVEY AND
FIELD VERIFICATION OF INFORMATION ABOVE OR BELOW GROUND THAT MAY BE CRITICAL TO THE DESIGN OF THIS PROJECT.
THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT.
D.WARRANTY / DISCLAIMER:
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING
FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS
PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE
THE ENGINEER IS INVOLVED WITH THE PHYSICAL CONSTRUCTION ON AN ONGOING BASIS AT THE SITE.
MATTHEWS | DCCM IS THE PROJECTS ENGINEER OF RECORD (EOR). MATTHEWS | DCCM IS NOT A GENERAL CONTRACTOR,
UTILITY CONTRACTOR, SITE CONTRACTOR, OR ANY OTHER TYPE OF CONTRACTOR.
E.SAFETY NOTICE TO CONTRACTOR:
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND
COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO
INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
F.CONSTRUCTION TESTING:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, TESTING, LABORATORY ANALYSES, REPORTS, COSTS, ETC.,
CONCERNING SOILS AND PAVEMENT RELATED DESIGN REQUIREMENTS AND SPECIFICATIONS AS SET FORTH IN THESE PLANS.
G.AS-BUILT SURVEY NOTE:
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR IS REQUIRED TO PROVIDE OWNER / ENGINEER WITH A SIGNED AND
SEALED AS-BUILT SURVEY AND ANY OTHER RELATED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE
PERMITTING AGENCY REQUIREMENTS, AS THE BASIS FOR PROJECT CERTIFICATIONS AND CLOSE-OUT.
H.RIGHT-OF-WAY:
ANY AND ALL WORK CONDUCTED WITHIN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAYS MUST BE IN ACCORDANCE WITH THE
APPLICABLE LAND DEVELOPMENT CODES.
I.PRE-CONSTRUCTION MEETING:
IT IS THE RESPONSIBILITY OF THE APPLICANT TO SCHEDULE A PRE-CONSTRUCTION / PRE PERMIT ISSUANCE MEETING WITH
CITY OF ATLANTIC BEACH STAFF AFTER PLANS HAVE BEEN RELEASED FOR CONSTRUCTION BY THE CITY OF ATLANTIC BEACH
AND PRIOR TO STARTING ANY SITE ACTIVITIES. THE PRE-CONSTRUCTION MEETING WILL BE HELD IN CONJUNCTION WITH THE
CITY OF ATLANTIC BEACH MANDATORY PRE-CONSTRUCTION MEETING. HOWEVER, IF THE PROJECT FALLS OUTSIDE OF CITY
OF ATLANTIC BEACH JURISDICTION, PLEASE CALL CITY OF ATLANTIC BEACH TO SCHEDULE MEETING.
J. ALL ELEVATIONS SHOWN HEREIN ARE REFERENCED TO NAVD88
"VERIFY THAT SURVEY AND ENGINEERING PLANS ARE USING THE SAME DATUM AND ARE NOTED CORRECTLY ON THE PLANS"
K.FIRE SERVICES
WHEN VERTICAL CONSTRUCTION BEGINS, FIRE DEPT. ACCESS IS REQUIRED
*FIRE DEPT ACCESS ROADS SHALL BE PROVIDED AT THE START OF THE PROJECT AND SHALL BE MAINTAINED THROUGHOUT
CONSTRUCTION. (NFPA 1, CHP 16)
*FIRE DEPT ACCESS ROAD SHALL BE UNOBSTRUCTED 20 FEET WIDE, STABILIZED SURFACE TO SUPPORT 80,000 LBS AND
PROVIDE TURNAROUND FOR A 50 FOOT FIRE APPARATUS. (NFPA 1, CHP 18)
Know what's below.
before you dig.Call
R
N.T.S.
N
VICINITY MAP
GENERAL NOTES:
PREPARED BY:
CONSTRUCTION PLANS FOR
ASH - ATLANTIC BEACH
CITY OF ATLANTIC BEACH
THIS SITE IS SHOWN IN FLOOD ZONE "?" AS DESIGNATED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY,
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12109CXXXXX, FOR CITY OF ATLANTIC BEACH,
FLORIDA, EFFECTIVE DECEMBER 7, 2018. {Verify Count and Effective Date!}
FLOOD CERTIFICATION:
PERMITS / APPROVALS SUBMITTED RECEIVED
CITY OF ATLANTIC BEACH
ST JOHNS RIVER WATER MANAGEMENT DISTRICT 01-23-24
JEA
FDEP
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE
JACKSONVILLE BEACH, FLORIDA 32250
CONTACT: JASON D. BOATWRIGHT, P.S.M.
PHONE: (904) 241-8550
UNIVERSAL ENGINEERING SCIENCES
TYPE: GEOTECHNICAL
5561 FLORIDA MINING BOULEVARD SOUTH
JACKSONVILLE FL, 32257
CONTACT: STEPHEN WEAVER, P.E.
PHONE: (904) 296-0757
OWNER:
P.O. BOX 3126, 7 WALDO STREET
ST. AUGUSTINE, FL 32084
PHONE: 904.826.1334 FAX: 904.826.4547
INFO@MDGINC.COM
RESOURCE LIST
ST. JOHNS COUNTY
ENGINEERING
ST. JOHNS RIVER WATER MANAGEMENT
DISTRICT
ST. JOHNS COUNTY DEVELOPMENT
SERVICES
2750 INDUSTRY CENTER ROAD 7775 BAYMEADOWS WAY, SUITE 102 4040 LEWIS SPEEDWAY
ST. AUGUSTINE, FLORIDA
32084 JACKSONVILLE, FLORIDA 32256 ST. AUGUSTINE, FLORIDA 32084
(904)209-0110 (904)730-6270 (904)209-0660
FDEP - WATER & SEWER JEA
8800 BAYMEADOWS WAY,
SUITE 100 21 WEST CHURCH STREET
JACKSONVILLE, FLORIDA 32256 JACKSONVILLE, FL 32202
(904)256-1700 (904)665-6000
SITE
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\01 - COVER SHEET.DWG_COVER SHEET, 1/25/2024 4:11 PM, Logan Mudd, MATTHEWS | DCCM, INC.01
15COVER SHEETASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36ASH PROPERTIES
7880 GATE PARKWAY SUITE #300
JACKSONVILLE, FL 32256
PHONE: (904) 992-9000
CONTACT: GABE BOEMAN This item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\01 - COVER SHEET.DWG_COVER SHEET, 1/25/2024 4:11 PM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMSheet List Table
Sheet Number Sheet Title
01
02
03
04
05
06
07
08
09
10
11
12
13
LA1
COVER SHEET
GENERAL NOTES SHEET
UTILITY NOTES
SURVEY
DEMO & EC PLAN
SITE PLAN
GRADING AND DRAINAGE PLAN
UTILITY PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
UTILITY DETAILS
SWPPP - MDG
LANDSCAPE PLAN
LANDSCAPE SPECIFICATIONS &
DETAILS
LA2
GENERAL SITE NOTES:
1.ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF
ATLANTIC BEACH LAND DEVELOPMENT CODE, (LATEST REVISION) AND ALL CITY OF ATLANTIC BEACH STANDARD
DETAILS.
2.ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE
FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF THEIR EMPLOYEES, AND
FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS
ASSOCIATED WITH COMPLYING WITH OSHA REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE
INCLUDED IN THE CONTRACTORS BID.
3.PRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALL VERIFY ALL SURVEY CONTROL POINTS AS PROVIDED IN
THE BOUNDARY SURVEY. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE
PURPOSE OF FAMILIARIZING THEMSELVES WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL
CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE
EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF
COMPLETE PERFORMANCE UNDER THE CONSTRUCTION CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE
COLOR PHOTOGRAPHS ALONG THE ROUTE OF OR WITHIN THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR
TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE ISSUES THAT MAY OCCUR DUE TO THE
CONSTRUCTION OF THE PROJECT.
5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY
GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE
REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. FAILURE OF THE
CONTRACTOR TO IDENTIFY/QUANTIFY THE AMOUNT OF UNSUITABLE MATERIAL TO BE REMOVED AND REPLACED
DURING THE BID PROCESS WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THE
CONSTRUCTION CONTRACT.
6.ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND CITY OF
ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND CITY OF ATLANTIC
BEACH.
7.FOR BOUNDARY, ROADWAY, AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON THE ENGINEERING PLAN
AGREES WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE
ARCHITECT, ENGINEER, AND OWNER SHALL BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING
WITH CONSTRUCTION.
8.UNLESS DIRECTED OTHERWISE BY THE OWNER OR THE ENGINEER, THE CONTRACTOR WILL CONTRACT WITH AN
INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH
CITY OF ATLANTIC BEACH REQUIREMENTS. THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN
ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER MATERIAL TESTING.
PRIOR TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE RECOMMENDATION FOR
UNDERDRAIN PLACEMENT.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED
FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY OF
ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT.
10.THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF
ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
11.THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS IS BASED
ON LIMITED INFORMATION AND MAY NOT HAVE BEEN FIELD VERIFIED. THE LOCATIONS ARE APPROXIMATE. THE
CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES
AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE
CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE
DISCREPANCY. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE
CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND
IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING
UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR
SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH THEY SHALL
CONNECT, AND NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES.
12.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CIVIL ENGINEER TO DETERMINE IF THIS
PROJECT IS WITHIN THE CITY OF ATLANTIC BEACH'S JURISDICTION FOR INSPECTION. IF SO, THEN IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CITY OF ATLANTIC BEACH FOR A PRE-CON MEETING FOR
INSPECTIONS.
13.DUE TO THE PROXIMITY TO EXISTING RESIDENTIAL HOMES THE APPLICANT SHOULD LIMIT HOURS OF OPERATION TO
DAYTIME HOURS AND PROVIDE MITIGATION TO NOISE FROM PUMPS IF 24 HOUR DEWATERING ACTIVITIES ARE
REQUIRED.
14.THE BUILDING FOOTPRINTS SHOWN HEREON ARE APPROXIMATE. SEE ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS.
15.ALL STOP SIGNS SHALL BE FINISHED WITH DIAMOND GRADE HIGH REFLECTIVITY SURFACE.
16.ALL STOP BARS SHALL BE THERMO-PLASTIC MATERIAL.
PAVING & DRAINAGE NOTES:
1."AS-BUILT" DRAWINGS - DRAINAGE AS-BUILTS PROVIDED TO CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER
WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND
SURVEYOR. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR
REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL
OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY OF ATLANTIC BEACH STANDARDS AND
SPECIFICATIONS AND SJRMWD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE
AS-BUILT DRAWINGS FOR APPROVAL BY CITY OF ATLANTIC BEACH. IN ADDITION TO THE DRAINAGE SYSTEM THE
"AS-BUILTS" SHALL SHOW THE ELEVATIONS AND LOCATION OF THE TOP OF BANK, WATER LEVEL, ANY POINTS OF
CHANGE IN SLOPE, TOE OF SLOPE AND POND BOTTOM AT 100' MAXIMUM INTERVALS ALONG POND BANK FOR ALL
POND CONSTRUCTION. ALL DIMENSIONS AND ELEVATIONS ON THE CONTROL STRUCTURE DETAILS SHALL BE
SHOWN ON AS-BUILT DRAWINGS.
2.ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC
BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN
ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT.
3.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS
DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE
MONUMENT.
4.ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR.
5.ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT
HIS EXPENSE UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER.
6.ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED.
7.BURNING OF TREES, BRUSH, AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED, AND COORDINATED WITH
CITY OF ATLANTIC BEACH FIRE MARSHAL.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER
CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE NPDES FINAL STABILIZATION REQUIREMENTS.
9.UNSUITABLE MATERIALS UNDER WATER PIPE, SEWER PIPE, STORM PIPE, OR STRUCTURES SHALL BE REMOVED AND
REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED AT CONTRACTOR'S EXPENSE.
10.THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE RIGHT-OF-WAY WITH
THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR.
11.ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, BERMS, AND BUILDINGS
INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE
CONSIDERED AS PART OF THIS PROJECT.
12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FROM THE SJRWMD.
13.PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES ASSOCIATED
WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, WETLANDS, CREEKS, SWALES
AND MUNICIPAL STORM SEWERS), THE CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN
ACCORDANCE WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE BELOW THE
SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL SUBMIT A SUMMARY OF THE
PROPOSED CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL
PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL
CONTINUE TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH ALL
CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUND WATER EXCEEDS THE SCREENING VALUES OF RULE
62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR
TO DISCHARGE OF THE EFFLUENT (GROUND WATER) TO SURFACE WATERS OF THE STATE.
14.ALL PIPE LENGTHS ARE SCALED DIMENSIONS, MEASURED FROM CENTER OF STRUCTURE TO END OF MITERED END
SECTIONS. STRUCTURES WITHIN FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH FDOT STANDARDS. ALL
DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS
AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING, PROPERTY LINES, AND LOW POINTS AS SHOWN ON
THE PLANS.
15.CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING
PROPERLY AT TIME OF ACCEPTANCE.
16.ALL DRAINAGE STRUCTURES SHALL HAVE TRAFFIC BEARING GRATES.
17.ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER-WRAPPED.
18.ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH
LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE.
19.THE CONTRACTOR SHALL PROVIDE HANDICAP RAMPS AT ALL SIDEWALK AND CURB CONNECTIONS. HANDICAP
RAMPS SHALL MEET ALL APPLICABLE ADA REQUIREMENTS.
20.ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT.
21.IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.), IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT.
22.ALL DRAINAGE PIPES INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS/EASEMENTS (PUBLIC OR PRIVATE) SHALL BE
TELEVISED BY A COMPANY OR INDIVIDUAL CERTIFIED TO PERFORM SUCH WORK PER LDC 6.04.07.L.5.G. THIS
REQUIREMENT MAY ONLY BE WAIVED ON COMMERCIAL SITES IF THE ENGINEER OF RECORD CERTIFIES BY LETTER
THAT THE SITE DOES NOT RECEIVE ANY RUNOFF FROM CITY OF ATLANTIC BEACH RIGHT-OF-WAYS. IF THERE IS ANY
CONNECTION OR RELATIONSHIP BETWEEN THE PROJECT SITE AND A CITY OF ATLANTIC BEACH OWNED OR
MAINTAINED DITCH, POND, OR STRUCTURE, IT SHALL BE REQUIRED. THIS TELEVISING OF THE DRAINAGE LINE SHALL
BE DONE IN COLOR AND SHALL BE OF SUCH QUALITY AS TO VISUALLY IDENTIFY THE PROPER CONSTRUCTION OF
ALL JOINTS AND PIPE ALIGNMENT. A VIDEO TAPE SHALL BE PROVIDED TO THE CITY OF ATLANTIC BEACH UPON
COMPLETION. THE TELEVISING OF THE DRAINAGE LINES SHALL BE PERFORMED AFTER THE PLACEMENT OF THE
BASE MATERIAL AND PRIOR TO THE FINAL WEARING SURFACE OF THE ROADWAY. THE APPROVAL, BY THE CITY OF
ATLANTIC BEACH, OF THE TELEVISING SHALL BE REQUIRED PRIOR TO THE PLACEMENT OF THE FINAL WEARING
SURFACE OF THE ROADWAY. TELEVISED RECORD SHALL BE REVIEWED AND CERTIFIED BY THE ENGINEER OF
RECORD (EOR).
23.PLEASE BE AWARE THAT ALL DETECTABLE WARNING SURFACES FOR SIDEWALK AT CURB CUT HANDICAP RAMPS
UNDER THE JURISDICTION OF CITY OF ATLANTIC BEACH SHALL BE A CITY OF ATLANTIC BEACH APPROVED YELLOW
COLORED COMPOSITE MATERIAL ANCHORED IN THE CONCRETE SIDEWALK RAMP. ANCHORED COMPOSITE
WARNING AREA INSERTS ARE TO BE COLORED "SAFETY YELLOW", ARE TO BE SET INTO THE CONCRETE AND ARE TO
BE FLUSH WITH CONCRETE SURFACE ALONG ALL FOUR SIDES. DESIGN DIMENSIONS OF DETECTABLE WARNING
AREA SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD PLANS INDEX 522-002,
SHEETS 1 THROUGH 8, AND 28 CODE OF FEDERAL REGULATIONS (CFR) PART 36, APPENDIX A LATEST REVISION, AS
WELL AS APPLICABLE CITY OF ATLANTIC BEACH REQUIREMENTS.
24.ALL SIDEWALKS AND CURB CUT RAMPS UNDER THE JURISDICTION OF CITY OF ATLANTIC BEACH SHALL BE
DESIGNED AND CONSTRUCTED TO CONFORM TO FDOT STANDARD PLANS INDEX 522-002 AND 522-001; AND TITLE 28,
PART 36, APPENDIX A, CODE OF FEDERAL REGULATIONS (CFR) LATEST REVISION, AS WELL AS MEETING ALL ADA
REQUIREMENTS.
25.PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND
CALCULATE ALL CROSSINGS AND INFORM THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE
ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE HE/SHE IS NOT NOTIFIED OF DESIGN CONFLICTS.
26.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND MEASUREMENTS TAKEN IN
THE FIELD WHEN POSSIBLE. THE INFORMATION SHOWN HEREON, IS NOT BE RELIED ON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES.
27.UNLESS OTHERWISE INDICATED ALL STORM SEWER SHALL BE BEDDED IN ACCORDANCE WITH DETAIL GD15 TYPE
"B", AS SHOWN ON SHEET 09. UNLESS CONDITIONS IN THE FIELD DICTATE THE USE OF TYPE "A" BEDDING, AS
SHOWN ON SHEET 10.
28.POND SLOPES AS SHOWN ARE THE MAXIMUM ALLOWABLE SLOPE. IF SITE CONDITIONS OR OTHER ISSUES, SUCH AS
GROUNDWATER SEEPAGE CAUSE SLOPE FAILURE, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CORRECT
THE SLOPES TO MEET THE INTENT OF THE DESIGN. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF THESE
ISSUES SO THAT ENGINEER MAY ASSIST WITH THE CORRECTIVE ACTION.
29.ALL STORM PIPE ON THIS PLAN SET, MUST MEET THE FOLLOWING STANDARDS: PP PIPE (12 INCHES TO 60 INCHES)
FOR SIDE DRAIN, STORM DRAIN, AND OTHER SPECIFIED APPLICATIONS SHALL MEET THE REQUIREMENTS OF
AASHTO MP21-11.
GENERAL SIGNING & MARKING NOTES:
1.ALL STRIPING SHALL CONFORM TO CITY OF ATLANTIC BEACH AND/OR FDOT SPECIFICATIONS.
2.MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND ENDING OF PROJECT AND ALL SIDE STREETS.
3.SIGNS SHALL BE PLACED IN ACCORDANCE WITH INDEX NO. 700-010, AND 700-101.
4.SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS,
CURB CUTS, ETC. SHALL BE ADJUSTED AS DIRECTED BY ENGINEER.
5.EXISTING SIGNS TO BE REMOVED SHALL BE DELIVERED AND STOCKPILED ON SITE IN THE MATERIALS STORAGE
AREA AND RETURNED TO THE OWNER.
6.COST FOR SIGNING AND MARKING, IF ANY, SHALL BE INCLUDED IN THE COSTS FOR PAVEMENT.
GENERAL DEMOLITION NOTES:
1.SEE SHEET LA1 FOR THE TALLY OF TREES TO BE REMOVED.
2.ALL UTILITIES SHALL REMAIN IN PLACE AND UNHARMED UNLESS SPECIFICALLY INDICATED OTHERWISE BY THE
DEMOLITION PLANS (SHEETS 05).
3.THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY ABANDONING WELLS OR SEPTIC SYSTEMS FOUND DURING
CONSTRUCTION. ABANDONMENT SHALL BE IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH, STATE
REGULATIONS, PER THE REQUIREMENTS SET FORTH IN THE F.A.C.
WATER AND SEWER NOTES:
1.REFER TO WATER & SEWER NOTES ON 03.
EROSION CONTROL NOTES:
1.NO CONSTRUCTION ACTIVITY INVOLVING EXCAVATION, DENUDING OR DEMOLITION OF ANY SITE SURFACE OR
STOCKPILING OF ANY EARTHEN OR ERODIBLE MATERIALS SHALL BEGIN WITHOUT AN APPROVED PLAN AND/OR
WRITTEN CONSENT BY THE CITY OF ATLANTIC BEACH PUBLIC WORKS.
2.THE CONTRACTOR SHALL ESTABLISH ALL EROSION CONTROL MEASURES PRIOR TO EXCAVATION, DENUDING OR
DEMOLITION OF ANY SITE SURFACE OR STOCKPILING OF ANY EARTHEN OR ERODIBLE MATERIALS.
3.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT THE DEVELOPMENT OF THE
PROJECT AND SHALL NOT REMOVE ANY EROSION CONTROL MEASURE UNTIL ALL CONTRIBUTING SITE SURFACES
AND VEGETATION HAVE BEEN ESTABLISHED AND STABILIZED.
4.THE CONTRACTOR SHALL PERFORM DAILY CLEAN UP OF ALL SEDIMENT AND DEBRIS WHICH LEAVES THE PROJECT
SITE(S).
5.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL CITY OF ATLANTIC BEACH STORM DRAIN SYSTEMS WHICH
RECEIVE SEDIMENT OR DEBRIS AS A RESULT OF CONSTRUCTION, STOCKPILING OR DISPOSAL ACTIVITIES.
CLEANING OF THE STORM DRAIN WILL OCCUR FROM THE POINT OF INTERCEPT TO THE OUTFALL OF THE SYSTEM
OR TO A POINT WITHIN THE SYSTEM WHERE SEDIMENT OR DEBRIS IS NO LONGER PRESENT.
6.RAIN DAYS CLAIMED BY THE CONTRACTOR, DO NOT EXCUSE THE CONTRACTOR OF DAILY INSPECTION AND
MAINTENANCE OF ALL SITE EROSION CONTROL MEASURES AND CLEANUP.
7.ALL SEDIMENT COLLECTION SYSTEMS MUST BE MUCKED OUT WHEN 1/3 FULL, MUCKED SEDIMENT MUST BE
PROPERLY CONTAINED AND DISPOSED.
GENERAL LANDSCAPE NOTES:
1.LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS.
2.NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO
ANY PLANTING.
3.FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH TIME RELEASE FERTILIZER.
4.PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST
"GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II", FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES OR TO THE STANDARDS AS GIVEN IN THE LATEST "AMERICAN STANDARD FOR NURSERY
STOCK", AMERICAN NATIONAL STANDARDS INSTITUTE.
5.REMOVE ALL DEAD WOOD AND PRUNE TREES ACCORDING TO THE PRUNING GUIDELINES BY THE INTERNATIONAL
SOCIETY OF ARBORICULTURE, 1995 EDITION. IF ARBORIST BELIEVES A LIMB SHOULD NOT BE REMOVED THE
ARBORIST SHALL CONTACT THE LANDSCAPE DESIGNER. REMOVE ALL DEBRIS FROM THE SITE TO AN APPROVED
OFF-SITE LOCATION. FOLLOW THE "AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS" AND ANSI
Z133.1 GUIDELINES.
6.TREES SHALL HAVE A MINIMUM HEIGHTS OF (8) EIGHT TO (10) TEN FEET AND (2) TWO INCHES OF CALIPER.
7.ALL DISTURBED AREAS MUST BE STABILIZED BY MEANS OF MULCH, SEEDING, OR SOD AS CALLED OUT ON THIS
PLAN. IF DISTURBED AREA IS OUTSIDE OF THE LIMITS OF THIS PLAN, AREAS MUST BE STABILIZED WITH EXISTING
MATERIAL OR BETTER. I.E. SEEDING OR SODDING.
8.VEGETATION THAT EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT AT MATURITY SHOULD NOT BE PLANTED CLOSER
THAN TEN (10) FEET OF THE VERTICAL PLANE OF AN EXISTING POWER LINE, EXCLUDING SERVICE WIRES.
9.BALLED AND BURLAPPED STRAPPING WIRE, AND ANY SYNTHETIC MATERIAL SHALL BE REMOVED PRIOR TO FINAL
INSPECTION. WIRE BASKETS SHOULD BE PULLED AWAY FROM THE TRUNKS. WIRE BASKETS SHOULD BE CUT AWAY
FROM THE TOP 1/3 OF THE ROOT BALL.
10.TREES SHALL NOT BE PLANTED CLOSER THAN TEN (10) FEET FROM OTHER TREES UNLESS APPROVED BY THE CITY
OF ATLANTIC BEACH ADMINISTRATOR. CANOPY TREES SHOULD BE SPACED A MINIMUM OF 20' TO 30'.
11.A MULCH RING OF PINE STRAW OR PINE BARK SHALL BE PROVIDED AT LEAST FIVE (5) FEET IN DIAMETER AND NOT
CLOSER THAN SIX (6) INCHES FROM THE TREE TRUNK, FOR ALL NEWLY PLANTED TREES.
12.PINE STRAW OR PINE BARK MULCH SHALL BE PROVIDED A MINIMUM OF FOUR (4) INCHES OF DEPTH AROUND ALL
NEWLY PLANTED LANDSCAPING.
13.SHRUB LINES ARE TO BE PLANTED AT THE REQUIRED MINIMUM HEIGHT, NOT BY A CONTAINER SIZE.
14.SOIL IN TREE ISLANDS SHALL HAVE AT LEAST 12" OF SUITABLE SOIL FOR TREE PLANTINGS, AND BE VOID OF ANY
CONSTRUCTION DEBRIS OR UNSUITABLE MATERIAL.
15.IRRIGATION SHALL BE PROVIDED WITH AN AUTOMATIC IRRIGATION SYSTEM FOR ALL NEWLY PLANTED MATERIAL,
UNLESS AN ALTERNATE MEANS IS APPROVED, ALL TREES SHALL BE IRRIGATED BY BUBBLER TYPE EMITTERS.
16.TREES SHALL NOT BE PLANTED CLOSER THAN 7.5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES.
17.UNLESS OTHERWISE SPECIFIED, NO HIGH VOLUME IRRIGATION IS PROPOSED ON THESE PLANS.
18.UNLESS OTHERWISE SPECIFIED, ALL SOD SHALL BE BAHIA.
ROW IMPROVEMENT NOTES:
1.ALL EXISTING UTILITIES ARE TO BE ADJUSTED TO FINAL GRADE.
2.CONTRACTOR SHALL REMOVE ANY CONFLICTING STRIPING.
GENERAL FIRE PROTECTION NOTES:
1.FIRE PROTECTION FOR THE PURPOSE OF THESE PLANS IS ANY UNDERGROUND WATER LINE NOT OWNED AND
MAINTAINED BY A PUBLIC UTILITY AS WELL AS ANY PRIVATE FIRE SERVICE MAIN AND PIPE AND ITS APPURTENANCES
ON PRIVATE PROPERTY (1) BETWEEN A SOURCE OF WATER AND THE BASE OF THE SYSTEM RISER FOR
WATER-BASED FIRE PROTECTION SYSTEMS, (2) BETWEEN A SOURCE OF WATER AND INLETS TO FOAM-MAKING
SYSTEMS, (3) BETWEEN A SOURCE OF WATER AND THE BASE ELBOW OF PRIVATE HYDRANTS OR MONITOR NOZZLES
AND (4) USED AS FIRE PUMP SUCTION AND DISCHARGE PIPING, (5) BEGINNING AT THE INLET SIDE OF THE CHECK
VALVE ON A GRAVITY OR PRESSURE TANK.
2.THIS SHALL ALSO APPLY TO COMBINED SERVICE MAINS USED TO CARRY WATER FOR FIRE SERVICE AND OTHER
USES. I.E. DOMESTIC.
3.STANDARDS TO BE REFERENCED ARE TO BE THE MOST CURRENT AS ADOPTED BY THE FLORIDA FIRE PREVENTION
CODE:
NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS & THEIR APPURTENANCES
NFPA 20, STANDARD FOR INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION
NFPA 22, STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION
NFPA 16, STANDARD ON DELUGE FOAM-WATER SPRINKLER & FOAM-WATER SPRAY SYSTEMS
NFPA 1963 STANDARD FOR FIRE HOSE CONNECTIONS
4.ITEMS ON THE CONSTRUCTION PLANS SHALL INCLUDE BUT NOT LIMITED TO SCALE DRAWINGS AND DETAILS AND TO
INCLUDE THE FOLLOWING ITEMS WHEN THEY ARE APPLICABLE TO THE SYSTEM BEING INSTALLED:
A.NAME OF OWNER AND OCCUPANT.
B.LOCATION, INCLUDING STREET ADDRESS.
C.POINT OF COMPASS.
D.A GRAPHIC REPRESENTATION OF THE SCALE USED ON ALL PLANS.
E.NAME AND ADDRESS OF CONTRACTOR.
F.SIZE AND LOCATION OF ALL WATER SUPPLIES.
G.SIZE AND LOCATION OF ALL PIPING, INDICATING, WHERE POSSIBLE, THE CLASS AND TYPE AND DEPTH OF
EXISTING PIPE, THE CLASS AND TYPE OF NEW PIPE TO BE INSTALLED, AND THE DEPTH TO WHICH IT IS TO BE
BURIED.
H.SIZE, TYPE, AND LOCATION OF VALVES. INDICATE IF LOCATED IN PIT OR IF OPERATION IS BY POST
INDICATOR OR KEY WRENCH THROUGH A CURB BOX.
I.LOCATION OF FIRE DEPARTMENT CONNECTIONS, IF PART OF PRIVATE FIRE SERVICE MAIN SYSTEM,
INCLUDING DETAIL OF CONNECTIONS.
J.SPRINKLER AND STANDPIPE RISERS AND MONITOR NOZZLES TO BE SUPPLIED BY THE SYSTEM.
K.LOCATION OF FIRE DEPARTMENT CONNECTIONS, IF PART OF PRIVATE FIRE SERVICE MAIN SYSTEM,
INCLUDING DETAIL OF CONNECTIONS.
L.ALL COMPONENTS MUST HAVE LISTING WITH FIRE PROTECTION PER NFPA 24.
M.ALL FIRE HYDRANTS INSTALLED IN ST. JOHNS COUNTY MUST HAVE A SINGLE 4.5 INCH HOSE OUTLET, AND
TWO (2.5) INCH HOUSE OUTLETS, ALL WITH MALE NH STANDARD THREADS, IN ACCORDANCE WITH NFPA 1963.
5.A COPY THESE APPROVED ENGINEERED PLANS SHALL ACCOMPANY A REQUIRED FIRE MARSHAL UNDERGROUND
PERMIT SUBMITTED BY A CERTIFIED CONTRACTOR. THIS UNDERGROUND PERMIT WILL REQUIRE ADDITIONAL
DETAILS AND SPECS AT THE TIME OF SUBMITTAL TO THE FIRE MARSHAL'S OFFICE.
6.CONTRACTORS INSTALLING THE UNDERGROUND PIPING IN ACCORDANCE WITH THE ABOVE REFERENCE
STANDARDS FOR A FIRE PROTECTION SYSTEM USING WATER AS THE EXTINGUISHING AGENT BEGINNING AT THE
POINT AT WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND ENDING NO MORE THAN 1 FOOT
ABOVE THE FLOOR SHALL BE REQUIRED TO HAVE A CLASS I, II, OR V FIRE PROTECTION CONTRACTORS LICENSE
PURSUANT TO CHAPTER 633, FLORIDA STATUTES. GENERAL CONTRACTORS ARE REMINDED THAT THEY ARE
RESPONSIBLE FOR VERIFYING THAT THEIR SUBCONTRACTORS HOLD THE REQUIRED LICENSES. CONTRACTORS
FOUND TO BE VIOLATING THIS REQUIREMENT MAY BE REPORTED TO THE DEPARTMENT OF BUSINESS AND
PROFESSIONAL REGULATION AND/OR THE STATE FIRE MARSHAL'S REGULATORY LICENSING SECTION.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FROM THE FIRE MARSHAL'S OFFICE PRIOR TO
THE START OF SITE CONSTRUCTION IN ACCORDANCE WITH THE ABOVE REFERENCED STANDARDS.
8.NOTE: MINIMUM WORKING PRESSURE OF THE UNDERGROUND PIPING SHALL BE 150 PSI. NFPA 24 REQUIRES
SPECIFIC PVC PIPING TO MEET TABLE C-900 WITH MANUFACTURING LISTING FOR FIRE PROTECTION.
9.ALL FIRE LINES MUST BE INSPECTED BY THE FIRE MARSHAL'S OFFICE PRIOR TO BACKFILL. THE CODE REQUIRES ALL
JOINTS EXPOSED FOR INSPECTION WITH FILL IN-BETWEEN JOINTS. ALL PIPING AND ATTACHED APPURTENANCES
SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS
OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT PRESSURE WITHOUT
LOSS FOR 2 HOURS.
TREE PROTECTION FENCING
EXISTING TREE TO BE SAVED
EXISTING TREE TO BE REMOVED
MAJOR CONTOUR
MINOR CONTOUR
SPOT ELEVATION
EXISTING LEGEND
PROPOSED LEGEND
STORM PIPE
SLOPE INDICATOR
XX.XX
DRAINAGE SWALE / FLOW DIRECTION
6
6
WETLAND LINE
PROPERTY / RIGHT OF WAY LINE
ROADWAY CENTERLINE
XX.XX
CURB & GUTTER
WETLANDS
SPOT ELEVATION
PROPERTY / RIGHT OF WAY LINE
DRAINAGE EASEMENT LINE
UTILITY EASEMENT LINE
2:1
ROADWAY CENTERLINE
CURB & GUTTER
BUILDING SETBACK LINE
s s
w w
GRAVITY SEWER
fm fm
WATER MAIN
FORCE MAIN SEWER
STORM DITCH BOTTOM INLET
CURB INLET
MITERED END SECTION
HEADWALL
D STORM MANHOLE
XX.XX TC
XX.XX EP SPOT ELEVATION
6
6
DRAINAGE DIVIDE
MAJOR CONTOUR
MINOR CONTOUR
FLOW DIRECTION
SLOPE
SILT FENCE
PROPOSED WATER MAIN W/SIZEWW
PROPOSED GATE VALVE W/BOX AND COVERWW
FIRE HYDRANT ASSEMBLY
SINGLE WATER SERVICEW
W
PROPOSED SANITARY SEWER MAIN
FLUSHING VALVE
S S
S S
S
PROPOSED SANITARY SEWER MANHOLES
S SANITARY SEWER CLEAN OUT
SANITARY SEWER SERVICE LATERAL
FM
C1
PROPOSED SANITARY SEWER FORCE MAIN
PROPOSED FIRE PROTECTION MAINFF
W W REDUCED PRESSURE BACK FLOW PREVENTER
UTILITY CROSSING
SAMPLE POINT (SP)W W
END OF WATER MAIN PLUGW
L1
C1
DOUBLE WATER SERVICE
00+00
LINE NUMBER
W
58
XX
CURVE NUMBER
STATION NUMBER
LOT NUMBER
NUMBER OF PARKING SPACES
%SLOPE
CRP-1 CONSTRUCTION REFERENCE POINT
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\02 - GENERAL NOTES SHEET - SJC.DWG_L1, 1/23/2024 10:37 AM, Logan Mudd, MATTHEWS | DCCM, INC.02
15GENERAL NOTES SHEETASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\SJC\02 - GENERAL NOTES SHEET - SJC.DWG_L1, 1/23/2024 10:37 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.ABBREVIATIONS
ABBREVIATION DESCRIPTIONS
A ARC
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
ALUM ALUMINUM
APPROX APPROXIMATE
BC BACK OF CURB
BE BURIED ELECTRIC
BFP BACKFLOW PREVENTER
BLDG BUILDING
BM BENCHMARK
BOA BEGINNING OF ALIGNMENT
BOTT BOTTOM
BTV BURIED TV CABLE
BW BOTTOM OF WALL
C&G CURB AND GUTTER
CB CHORD BEARING
CH CHORD
CI CURB INLET
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
CONT CONTINUATION
COORD COORDINATE
D DEPTH OR DISTANCE
DBL CI DOUBLE CURB INLET
DCDA DOUBLE CHECK DETECTOR ASSEMBLY
DCO DRAINAGE CLEANOUT
DE DRAINAGE EASEMENT
DEG DEGREE
DHW DESIGN HIGH WATER
DIA DIAMETER
DIM DIMENSION
DIP DUCTILE IRON PIPE
E EAST OR EASTING
EA EACH
EL ELEVATION
EP EDGE OF PAVEMENT
ERCP ELLIPTICAL REINFORCED CONCRETE PIPE
ESMT EASEMENT
EXIST or EX EXISTING
FAC FLORIDA ADMINISTRATIVE CODE
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOW LINE
FM FORCEMAIN
FP FIRE PROTECTION MAIN
FT FEET
FV FLUSHING VALVE
G GAS
GV GATE VALVE
HD HEAD
HDPE HIGH DENSITY POLYETHYLENE
HDWL HEADWALL
HP HIGH POINT
HWL HIGH WATER LEVEL
ID INNER DIAMETER
IN INCHES
INV INVERT
K VERTICAL CURVE COEFFICIENT
L LENGTH
LBR LIMEROCK BEARING RATIO
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
MES MITERED END SECTION
MH MANHOLE
MHW MEAN HIGH WATER
MID MIDPOINT
MIN MINIMUM
MOT MAINTENANCE OF TRAFFIC
MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
N NORTH OR NORTHING
NE NORTHEAST
NG NATURAL GRADE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NW NORTHWEST
NWL NORMAL WATER LEVEL
O/S or OS OFFSET
OC ON CENTER
OD OUTSIDE DIAMETER
OE OVERHEAD ELECTRIC
PA PAVEMENT
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PE PROFESSIONAL ENGINEER
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
PP POLYPROPYLENE
PRC POINT OF REVERSE CURVATURE
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R RADIUS
R/W RIGHT OF WAY
RCP REINFORCED CONCRETE PIPE
RED REDUCER
REQ REQUIRED
RP RADIUS POINT
RPZ REDUCED PRESSURE ZONE ASSEMBLY
RT RIGHT
RW REUSE OR RECLAIM WATER
S SOUTH
SAN SANITARY
SCO SANITARY CLEANOUT
SE SOUTHEAST
SEP SEPARATION
SHLDR SHOULDER
SHT SHEET
SL SLOPE
SP SAMPLE POINT
STA STATION
STD STANDARD
STM STORM
SW SOUTHWEST
SWMF STORMWATER MANAGEMENT FACILITY
SWR SEWER
T THICKNESS
TAN TANGENT
TC TOP OF CONCRETE
TOB TOP OF BANK
TOS TOE OF SLOPE
TRI CI TRIPLE CURB INLET
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
VC VERTICAL CURVE
VPC VERTICAL POINT OF CURVATURE
VPCC VERTICAL POINT OF COMPOUND CURVATURE
VPD VEHICLES PER DAY
VPRC VERTICAL POINT OF REVERSE CURVATURE
VPT VERTICAL POINT OF TANGENCY
W WEST
WM WATERMAIN
WTR WATER
Δ DELTA OR CENTRAL ANGLE
SURVEY AND LOCATE DATA:
1.ALL ELEVATIONS ARE BASED ON U.S.C.&G.S. DATUM AND SHOWN
IN FEET.
ELEVATIONS ARE BASED ON NAVD88
2.LOCATION OF EXISTING UTILITIES OBTAINED BY SOFT DIG
LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID
SPECS.
3.EXISTING WATER AND SEWER LINES ARE SHOWN AS PER FIELD
LOCATES AND SUBDIVISION AS-BUILT PLANS.
4.UNDERGROUND UTILITIES WERE LOCATED UTILIZING GROUND
PENETRATING RADAR (GPR) AND A DIGITAL LOCATOR.
CONTRACTOR SHALL BE AWARE THAT IN SOME CASES UTILITIES
HAVE BEEN LOCATED, AND SURVEY HAS BEEN COMPLETED ONLY
ON ONE SIDE OF THE ROAD.
5.ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM
CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS ETC.
OR ALONG THE CENTER LINE OF FORCE MAINS AND WATER
MAINS.
6.INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE
CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED.
7.THE LOCATION OF ALL EXISTING SEWER AND WATER SERVICE
LINES MAY NOT BE INDICATED ON THESE PLANS. THE LOCATION
OF NEW SERVICES SHALL BE VERIFIED IN THE FIELD.
8.BENCHMARK DATA: __________________
PERMIT REQUIREMENTS (NOT ALL INCLUSIVE):
1.CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY
PERMITS.
2.CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT
AREA UNLESS SPECIFICALLY SHOWN ON PLANS
3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A
CONSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS
WATER MANAGEMENT DISTRICT SHOULD DEWATERING
ACTIVITIES BE REQUIRED.
4.THE DEPARTMENT OF TRANSPORTATION, RAILROAD COMPANIES
AND C.O.J. ARE TO BE NOTIFIED IN ADVANCE OF CONSTRUCTION
PER THEIR RESPECTIVE PERMIT CONDITIONS.
5.ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS, JEA
WATER AND SEWER STANDARDS, DETAILS AND MATERIALS
MANUAL, REV. 4/01. AND CITY OF JACKSONVILLE STANDARD
SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND
LOCAL REGULATIONS.
6.IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH,
WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES
NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY,
DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT GASKET
MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE
DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND
ANY SOLVENT NOTED.
7.THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT
PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO
CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS.
8.TREE PROTECTION SHALL BE IN ACCORDANCE WITH
JACKSONVILLE ORDINANCE CODE 656 AND/OR AS DETAILED ON
SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE
LIMBS WILL BE ALLOWED. USE SMALLER EQUIPMENT IF
NECESSARY.
9.THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET
STRUCTURES IN THE PROJECT AREA AND ERECT SEDIMENTATION
CONTROL DEVICES AS NECESSARY PER THE CITY OF
JACKSONVILLE STORMWATER POLLUTION PREVENTION PLAN.
10.CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES
DURING CONSTRUCTION.
EXISTING UTILITY PROTECTION:
1.IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY
DAMAGES OCCURRING IN THE DUVAL COUNTY RIGHT-OF-WAY
AND EASEMENTS, THE CONTRACTOR SHALL PREVENT DAMAGES
TO EXISTING UTILITIES CAUSED BY HIS WORK THROUGH FIELD
VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN
THE CASE OF OPEN EXCAVATION, VERIFICATION MAY BE
PERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF
DIRECTIONAL DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR
TO MOBILIZATION OF THE DRILLING EQUIPMENT.
2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING
UTILITIES AS NEEDED TO AVOID CONTACT. EXISTING UTILITIES
SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER
ACCEPTABLE MEANS. SUCH METHODS MAY INCLUDE BUT SHALL
NOT BE LIMITED TO "SOFT DIG" EQUIPMENT AND GROUND
PENETRATING RADAR (GPR). THE EXCAVATOR SHALL BE HELD
LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S
INFRASTRUCTURE AND THE EXISTING FACILITIES OF OTHER
UTILITY COMPANIES.
3.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE AND AVOID ALL UTILITIES, OTHER STRUCTURES AND
OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE.
ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO
COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
RESTORATION NOTES:
1.THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR,
REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND
RESTORE PROPERTY CORNERS AND LANDMARKS WHICH MAY BE
DISTURBED BY CONSTRUCTION, KNOWN CORNER LOCATIONS
ARE AVAILABLE FROM THE CITY OF JACKSONVILLE ENGINEERING
DIVISION.
2.THE CONTRACTOR SHALL RESTORE/REPLACE ALL CULVERTS,
HEADWALLS AND STORM DRAIN INLETS REMOVED OR DISTURBED
BY THE CONSTRUCTION OPERATION.
3.TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE RESTORED
TO THEIR PRE-CONSTRUCTION CONDITION IN ACCORDANCE WITH
CITY OF JACKSONVILLE/FDOT STANDARD SPECIFICATIONS.
4.SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED
DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE
WITH JACKSONVILLE STANDARD SPECIFICATIONS. SIDEWALKS
REMOVED AND REPLACED IN CURB AND GUTTER AREAS AT
INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED.
DRIVEWAYS AND SIDEWALKS SHALL BE SAWCUT ALONG THE
RIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND
REPLACED TO THE EDGE OF STREET.
5.GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS
DISTURBED OR DAMAGED BY THE CONSTRUCTION OPERATION.
6.ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE
CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND
SPECIFICATIONS LATEST EDITION.
7.UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING
PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT REPLACEMENT
DETAIL.
8.CONTRACTOR MUST MAINTAIN AND PRESERVE NEWLY GRADED
AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION HAVE
OCCURRED.
INSTALLATION NOTES:
1.CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST
SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2, UNLESS
OTHERWISE NOTED ON THE PLANS.
2.CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS
APPLICABLE ALL SERVICE LATERALS TO R.O.W. LINE.
3.CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60
INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN IS LESS
THAN 5 FEET DEEP, THE SEWER SERVICE PIPE SHALL BE INSTALLED AS
DEEP AS POSSIBLE.
4.WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS
LESS THAN THE TRENCH DEPTH, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL
TO SECURE POWER POLES. THE CONTACTS FOR JEA ARE AS FOLLOWS:
NORTHSIDE~EAST of US-1 MIKE CORBITT @ 665-7991 (mobile
662-0635)
NORTHSIDE~WEST of US-1 ANDY YEAGER @ 665-7998 (mobile
662-0622)
NORTHSIDE~BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557)
SOUTHSIDE~SOUTH of BEACH BLVD. TOM KERNS @ 665-6847 (mobile
860-1687)
SOUTHSIDE~NORTH of BEACH BLVD. DERYL BASFORD @
665-6855 (mobile 662-0616)
SOUTHSIDE~BACKUP EDDIE GALES @ 665-6855 (mobile
662-0616)
A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN
OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE REQUIRED
WORK. ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR
ANY REQUIRED WORK TO BE ACCOMPLISHED.
5.ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER
FABRIC.
6.THE DESIGN FOR THE PROJECT IS BASED UPON THE "OPEN-CUT"
METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR
METHODS, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE
STANDARDS FOR THAT MEANS OR METHOD.
7.THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT
SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE LEFT TO
THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE
REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO EXISTING
ACTIVE SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE
WORK DAY.
8.CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR
FILLING AND DRAINING PURPOSES DURING CONSTRUCTION AS NEEDED.
CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE.
INDICATE CORPORATION STOP LOCATIONS ON RECORD DRAWINGS
(AS-BUILTS).
9.WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW
MAIN UPON COMPLETION AND F.D.E.P./J.E.A. CERTIFICATION, AND PRIOR
TO THE EXISTING MAINS BEING ABANDONED.
10.IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN
OUT OF SERVICE, THEY SHALL BE CLOSED AND THE VALVE BOX AND
COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS,
THEY SHALL BE CLOSED, THE VALVE BOX GROUT FILLED AND THE
COVER REMOVED.
11.CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN
DEEMED NECESSARY BY THE JEA INSPECTOR.
12.CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT
DEFLECTION TO ACCOMMODATE VALVE SELECTION PER JEA
STANDARDS.
13.WATER METERS MAY REQUIRE RELOCATION FOR CONSTRUCTION,
CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND
RELOCATE WATER METERS AS NECESSARY.
14.PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE
CONTRACTOR SHALL OBTAIN ALL GEOTECHNICAL AND TOPOGRAPHIC
SURVEY DATA AND LOCATIONS OF ABOVE GROUND AND
UNDERGROUND UTILITIES. SHOULD THE CONTRACTOR DISCOVER ANY
INACCURACIES, ERRORS OR OMISSIONS IN THE SURVEY DATA, HE
SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER IN ORDER THAT
PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED.
15.SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN
16 FEET.
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\03 - UTILITY NOTES.DWG_JEA, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.03
15UTILITY NOTESASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\03 - UTILITY NOTES.DWG_JEA, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.1.ALL WATER, RECLAIMED WATER AND SANITARY WASTEWATER
WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
LATEST JEA WATER AND WASTEWATER STANDARDS MANUAL, ALL
APPLICABLE LOCAL AND STATE REGULATORY RULES &
REGULATIONS AND OTHER APPLICABLE JEA RULES.
2.ALL WATER, RECLAIMED WATER AND WASTEWATER
CONSTRUCTION SHALL BE PROVIDED BY A CONTRACTOR
QUALIFIED AS REQUIRED UNDER THE CURRENT FLORIDA
STATUTE OR BY AN UNDERGROUND UTILITY CONTRACTOR,
LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FS.
3.THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR
OBTAINING CITY OR COUNTY RIGHT-OF- WAY PERMITS FOR WORK
IN THE CITY R/W, COUNTY R/W OR A FDOT PERMIT FOR WORK IN
THE FDOT R/W.
4.THE CONTRACTOR SHALL CONTACT JEA DEVELOPMENT TROUGH
SEGESGOV - STEP 4 AND SCHEDULE A "PRE-CONSTRUCTION
MEETING" 48 HOURS PRIOR TO INITIATING THE JEA WATER AND
WASTEWATER UTILITY WORK, INCLUDING ALL UTILITY MAIN TAPS
BY THE CONTRACTOR.
5.JEA WATER AND WASTEWATER TAP FEES, JEA WATER AND
SEWER CAPACITY FEES AND JEA METER FEES SHALL BE PAID
PRIOR TO THE WATER METER INSTALLATION. WATER METERS
WILL NOT BE INSTALLED PRIOR TO THE ISSUANCE OF REQUIRED
ACCEPTANCE (TRANSFER OF OWNERSHIP) DOCUMENTS WHICH
MAY INCLUDE THE ISSUANCE OF A REGULATORY CLEARANCE
LETTER (COC) FOR THE WATER AND WASTEWATER
IMPROVEMENTS, COMPLETION AND APPROVAL OF FINAL
INSPECTION AND APPROVED AS-BUILT DRAWINGS.
6.FINAL CONNECTION TO THE JEA SYSTEM MAY BE CONTINGENT
UPON THE CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE
(TRANSFER OF OWNERSHIP/MAINTENANCE) OF THE JEA OFF-SITE
UTILITIES.
7.THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION
REQUIREMENTS FOR THE WATER, RECLAIMED WATER AND
WASTEWATER IMPROVEMENTS SHALL CONFORM TO THE LATEST
JEA AND FDEP RULES. THE MINIMUM HORIZONTAL SEPARATION
REQUIREMENTS BETWEEN THE PROPOSED WATER AND
WASTEWATER UTILITIES AND PONDS OR STRUCTURES SHALL
CONFORM TO THE LATEST JEA WATER AND WASTEWATER
STANDARDS MANUAL.
8.WATER AND WASTEWATER PIPES SHALL BE CONSTRUCTED WITH
A MINIMUM 30" COVER IN UNPAVED AREAS AND A MINIMUM OF 36"
COVER IN PAVED AREAS. THE MAXIMUM COVER FOR UTILITIES,
BOTH OPEN CUT AND UTILIZING HORIZONTAL DIRECTIONAL DRILL
METHODS, SHALL COMPLY WITH THE LATEST JEA WATER AND
WASTEWATER STANDARDS MANUAL.
9.WATER AND WASTEWATER PRESSURE MAINS AND SERVICES
SHALL PASS A JEA PRESSURE AND LEAKAGE TEST AT 150 PSI FOR
2 HOURS. IN ADDITION, WATER MAINS SHALL BE DISINFECTED
AND PASS A BACTERIOLOGICAL ANALYSIS. ALL TESTS SHALL
CONFORM TO JEA AND FDEP RULES AND REGULATIONS AND
AWWA C-651. THE JEA INSPECTOR SHALL BE NOTIFIED 48 HOURS
(MIN) PRIOR TO PERFORMING THESE TESTS. NO FINAL
CONNECTION(S) TO EXISTING POTABLE WATER MAINS SHALL BE
MADE UNTIL THE NEW MAIN IS PRESSURE TESTED, DISINFECTED,
AND CLEARED FOR SERVICE.
10.IN THE AREAS WHERE SOLVENT CONTAMINATION IS FOUND IN
THE TRENCH, WORK
SHALL BE STOPPED AND THE PROPER REGULATORY
AUTHORITIES NOTIFIED. A REVISED CONSTRUCTION PLAN SHALL
BE APPROVED BY JEA AND FDEP WHICH COMPLIES WITH ALL
REGULATORY RULES. THE REVISED CONSTRUCTION PLAN FOR
THE JEA WATER MAIN SYSTEM INCLUDING WATER SERVICE LINES
MAY INVOLVE GALVANIZED OR DUCTILE IRON PIPE WITH SPECIAL
SOLVENT RESISTANT (FLUOROCARBON TYPE) GASKETS WHICH
EXTEND 100 FEET BEYOND THE CONTAMINATED AREAS.
11.THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS TO
EXISTING JEA WATER AND WASTEWATER CUSTOMERS. IF JEA
APPROVES A SERVICE INTERRUPTION, THEN THE CONTRACTOR
WILL BE RESPONSIBLE FOR NOTIFYING THE AFFECTED
CUSTOMERS IN ACCORDANCE WITH THE LATEST JEA RULES.
12.RESIDENTIAL SERVICES USING RECLAIMED WATER FOR
IRRIGATION MUST HAVE A JEA APPROVED BACKFLOW
PREVENTER INSTALLED ON EACH POTABLE WATER SERVICE
PRIOR TO THE INSTALLATION OF A JEA RECLAIMED WATER
METER. THE INSTALLATION OF A BACKFLOW PREVENTER SHALL
BE IN ACCORDANCE WITH THE JEA RULES AND REGULATIONS
FOR WATER, WASTEWATER, AND RECLAIMED WATER SERVICES,
APPENDIX B, CROSS CONNECTION CONTROL POLICY.
13.FOR DEVELOPMENTS UTILIZING RECLAIMED WATER, A JEA
APPROVED RECLAIMED WATER SIGNAGE PLAN SHALL BE
IMPLEMENTED PRIOR TO THE INSTALLATION OF THE RECLAIMED
WATER METERS.
JEA STANDARD NOTES:
04
OF 15 This item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
ATLANTIC BOULEVARD
(A PUBLICLY DEDICATED VARIABLE WIDTH )
X
X
D01
D01
D01
D01
D02
D02
D02
D02
D03
D04
D04
D05
D05
D05
D05
D05
D05
D06
D07
EC02
EC02
EC02
EC02
EC02
EC03
D08 D08
D01
D01
D09
EC01 EC01
20'
33'
20'
33'
PROPOSED 1,245 LF SILT FENCE
DEMOLITION & EC DETAILS
DEMOLITION & EC NOTES
EC01 STABILIZED CONSTRUCTION ENTRANCE
EC02 STANDARD SILT FENCE
EC03 WATTLE INLET PROTECTION
PARCEL BOUNDRY
ROAD WAY CENTERLINE
PROPOSED PAVEMENT
PROPOSED SIDEWALK
DRAINAGE EASEMENT
WATTLE INLET PROTECTION
TURBIDITY PROTECTION
SILT FENCE
GENERAL NOTES
SEE THE ATTACHED STORM WATER PREVENTION PLAN SHEETS FOR MORE DETAILS.
DUST CONTROL
VEGETATIVE COVER - FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC.
SPRINKLING - THE SITE AND DIRECT ACCESS ROADS WILL BE SPRINKLED UNTIL THE
SURFACE IS WET, TO CONTROL DUST ONSITE AND ALONG HAUL ROADS.
OFFSITE VEHICLE TRACKING & OPERATIONS
A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE
VEHICLE TRACKING OF SEDIMENTS.
THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO
REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE.
DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED
WITH A TARPAULIN.
SPILL PREVENTION
MATERIAL MANAGEMENT PRACTICES 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 THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE
FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT.
* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO
THE JOB
* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN
THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER
ENCLOSURE.
* PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL
MANUFACTURER'S LABEL.
* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY
THE MANUFACTURER.
* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING
OF THE CONTAINER.
* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE
FOLLOWED.
* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE
RECEIVE PROPER USE AND DISPOSAL.
ALL SILT FENCE MUST BE INSTALLED PRIOR TO COMMENCEMENT OF CLEARING AND
CONSTRUCTION.
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\05 - EROSION CONTROL PLAN.DWG_05-DEMO & EC PLAN, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.05
15DEMO & EC PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x360
GRAPHIC SCALE
1" = 30'
60'30'45'
D01 EXISTING STORAGE BUILDINGS TO BE REMOVED AND REPLACED
D02 EXISTING PAVEMENT TO BE REMOVED
D03 EXISTING DEAD A/C UNIT TO BE REMOVED AND REPLACED
D04 EXISTING CONCRETE TO BE REMOVED
D05 EXISTING DRAINAGE STRUCTURES AND PIPING TO BE REMOVED
D06 EXISTING CONCRETE UTILITY POLE TO REMAIN
D07 EXISTING ACCESS GATES, CORRESPONDING KEY PADS, AND BOLLARDS
TO BE REMOVED
D08 EXISTING SIGNS TO REMAIN
D09 EXISTING BFP TO BE PROTECTED
LEGEND
S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\05 - EROSION CONTROL PLAN.DWG_05-DEMO & EC PLAN, 1/23/2024 10:38 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N
HATCH LEGEND
BUILDING TO BE REMOVED
PAVEMENT TO BE REMOVED
CONCRETE TO BE REMOVED
TREE TO BE REMOVED
TREE PROTECTION
BORE LOCATION
NOTE:
ANY DAMAGE OR REMOVED SIGNS DUE TO CONSTRUCTION,
SHALL BE REPLACED OR REINSTALLED PER CURRENT FDOT
DESIGN STANDARDS INDEX NO. 700-010 AND 700-101.
X
X
XXXXXXXXXX
www
ATLANTIC BOULEVARD
(A PUBLICLY DEDICATED VARIABLE WIDTH )
X
X
BM1
10' BUILDING
SETBACK
10' BUILDING
SETBACK
10' BUILDING
SETBACK
20' BUILDING
SETBACK
6
S01
18'
37'
18'9'
12'
5'
R10'
R25'
27'
30'
351'
3-STORY STORAGE BUILDING
27,270 SF (FOOTPRINT)
81,810 SF (TOTAL)
80'
SD05
SD04
SD21
5'
PROPOSED BULKHEAD SWMF 1
8,813 SF
SD11
SD09
SD26 SD26
SD26
SD26
SD18
SD07
5'
2
R25'R25'
16'17'
47'
R5'
5'
5'5'
SD07
SD01
SD01
SD01 SD01
SD01
S02
S03
SD25SD25
CRP-1
CRP-2
CRP-9
CRP-8
CRP-7
CRP-6
CRP-5
CRP-4
CRP-3
CONSTRUCTION REFERENCE POINTS
POINT #NORTHING EASTING
CRP-1 2,178,200.74 525,097.85
CRP-2 2,178,299.94 525,114.57
CRP-3 2,178,648.37 525,072.18
CRP-4 2,178,638.70 524,993.01
CRP-5 2,178,290.31 525,035.40
CRP-6 2,178,293.50 525,061.69
CRP-7 2,178,323.28 525,058.05
CRP-8 2,178,326.54 525,084.86
CRP-9 2,178,296.76 525,088.48
OF
HATCH LEGEND
PROPOSED PAVEMENT
PROPOSED CONCRETE
PARKING CALCULATIONS
PERSONAL PROPERTY
MINI-WAREHOUSE FACILITY =1 SPACE PER 100 UNITS
BUILDING AREA =500 UNITS 8 SPACES
TOTAL REQUIRED =8 SPACES
TOTAL PROVIDED =8 SPACES
ADA REQUIRED =1 SPACE
ADA PROVIDED =1 SPACE
BENCHMARKS
BM1 SET MAG NAIL & DISK, LB3672 IN EDGE OF PAVEMENT ELEVATION
= 9.32' (NAVD 1988 DATUM).
SITE DETAILS
SITE NOTES
SD01 STANDARD SIDEWALK
SD04 PARKING PAINT STRIPING
SD05 HEAVY DUTY PAVEMENT SECTION
SD07 WHEELCHAIR RAMP IN SIDEWALK
SD09 STOP SIGN
SD11 ACCESSIBLE PARKING SIGN
SD18 STOP BAR
SD21 MONOLITHIC SIDEWALK
SD25 CONNECTION TO EXISTING PAVEMENT
SD26 DETECTIBLE WARNING DETAIL
S01 18'X37' LOADING AREA
S02 PERIMETER FENCE SURROUNDING STORMWATER POND
S03 PEDESTRIAN CROSSWALK
1.ALL DIMENSIONS ARE LISTED TO THE EDGE OF
PAVEMENT AND/OR FACE OF CURB.
2.ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
GENERAL NOTES
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\09 - SITE PLAN.DWG_09-SITE PLAN, 1/23/2024 10:39 AM, Logan Mudd, MATTHEWS | DCCM, INC.06
15SITE PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x361.LOCATION AND SCREENING OF MECHANICAL EQUIPMENT SHALL ADHERE
TO SECTION 6.06.04.B.9 OF THE LDC.
2.DUMPSTERS AND SOLID WASTE SCREENING SHALL ADHERE TO SECTION
6.06.04.B.8 OF THE LDC.
3.OUTDOOR STORAGE SCREENING SHALL ADHERE TO SECTION 6.06.04.B.7
OF THE LDC.
SJC PLANNING NOTES
0
GRAPHIC SCALE
1" = 30'
60'30'45'S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\09 - SITE PLAN.DWG_09-SITE PLAN, 1/23/2024 10:39 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N
SITE DATA TABLE
TOTAL SITE 1.29 AC 56,043 SF
EXISTING BUILDING 31,360 SF
EXISTING PAVEMENT / SIDEWALK AREA 23,618 SF
PROPOSED BUILDING 27,270 SF
PROPOSED PAVEMENT / SIDEWALK AREA 10,053
TOTAL IMPERVIOUS 37,323 SF
TOTAL PERVIOUS 18,720 SF
TOTAL IMPERVIOUS %67%
TOTAL PERVIOUS %33%
% BUILDING COVERAGE 49%
TOTAL FLOOR AREA 81,810 SF
FLOOR AREA RATIO (FAR)146.0%
PARCEL NUMBER(S)177496 0000
911 ADDRESS 1073 ATLANTIC BLVD, ATLANTIC
BEACH, FL 32233
FEMA PANEL NUMBER 12031C0408J
FLOOD ZONE ZONE X
SETBACKS (FRONT/SIDES/BACK)20'/10'/10'
X
X
XXXXXXXXXX
www
ATLANTIC BOULEVARD
(A PUBLICLY DEDICATED VARIABLE WIDTH )
X
X
0
5
-1
1234
6 7 8 9
ST-1 DI (TYPE C)
GRATE: 8.89
GD2
INV OUT: 5.35 (NE)
15" PP
62 LF @ 0.56%
G01
SWMF 1
100yr DHW = 7.34
25yr DHW = 7.21
TOB = 9.90 (0.2 Ac)
NWL = 5.00 (0.09 Ac)
POND BOTTOM = -1.00 (0.03 Ac)
ST-4 15" MESGD1
INV: 2.00
GD12
GD12
9 18" PP
37 LF @ 4.05%
ST-8 15" YI
RIM: 10.30
GD9
INV IN: 3.50 (S)
INV IN: 3.50 (W)
INV OUT: 3.50 (NW)
ST-2 15" YI
RIM: 9.77
GD9
INV IN: 5.00 (SW)
INV IN: 5.00 (W)
INV OUT: 5.00 (N)
ST-6 15" YI
RIM: 9.70
GD9
INV IN: 4.30 (S)
INV IN: 4.30 (W)
INV OUT: 4.30 (N)
ST-9 15" MESGD1
INV: 2.00
3-STORY STORAGE BUILDING
FFE = 10.00
CS-1 DI (TYPE E)
GRATE: 9.57
GD30
INV OUT: 4.75 (N)
INV OUT: 4.75 (SE)
24" PP
90 LF @ 0.28%
18" PP
35 LF @ 3.53%
BC: 10.10
EP: 9.60
EP: 9.50
BC: 10.05
EP: 9.55
BC: 9.95
EP: 9.45
BC: 9.90
EP: 9.40
BC: 9.65
EP: 9.15
BC: 9.84
EP: 9.34
BC: 9.82
EP: 9.32
BC: 9.71
EP: 9.21
BC: 9.85
EP: 9.35
BC: 9.80
EP: 9.30
EP: 9.33
EP: 9.09
BC: 9.78
EP: 9.28
BC: 9.81
EP: 9.31
BC: 9.83
EP: 9.33
BC: 10.08
EP: 9.58
BC: 9.87
EP: 9.37
BC: 9.90
EP: 9.40
TC: 8.99±
TC: 8.85±
TC: 9.14±
TC: 9.16±
EP: 8.77±EP: 8.54±
EP: 8.68±
EP: 8.88±
TC: 9.20
TC: 9.75
BC: 9.83
EP: 9.33
FG: 9.99
FG: 10.00
FG: 10.00
FG: 10.00
TC: 9.90
TC: 9.90
TC: 9.26
TC: 9.10
TC: 9.11
TC: 8.95
TC: 8.88
TC: 8.72
TC: 8.87
TC: 9.03
EP: 9.96
EP: 9.42EP: 9.42
TC: 9.91
CL: 9.08
CL: 9.03
CL: 8.91
NG: 9.6
NG: 10.3
EP: 9.43
EP: 9.45
BC: 9.91
EP: 9.41
BC: 9.97
EP: 9.47
CL: 8.53±CL: 8.70±
TC: 9.90
TC: 9.90
TC: 9.90
NG: 9.70
FG: 10.00
NG: 9.71
NG: 10.1
TC: 9.77
TC: 9.97
NG: 10.28
NG: 10.14
NG: 9.8
NG: 9.8
NG: 9.7
NG: 9.8
EP: 9.15
EP: 9.97
CL: 9.08
CL: 9.030.37%1.31%
0.92%
0
.
2
5%0.50%0.84%1.92%2
.
0
5%
1.43%
15" PP
40 LF @ 0.25%
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
GD14(TYP)
ST-10 DRD
RIM: 9.88
GD14
INV IN: 3.25 (S)
INV IN: 3.25 (E)
INV OUT: 3.25 (NE)
ST-14 DRD
RIM: 9.88
GD14
INV IN: 4.65 (S)
INV IN: 4.65 (E)
INV OUT: 4.65 (N)
G02
G02
G02
G02
ST-12 DRD
RIM: 9.88
GD14
INV IN: 3.95 (S)
INV IN: 3.95 (E)
INV OUT: 3.95 (N)
15" PP
189 LF @ 0.37%
15" PP
189 LF @ 0.37%
15" PP
159 LF @ 0.44%
18" PP
159 LF @ 0.50%
GRADING DETAILS
GRADING NOTES
GD1 MITERED END SECTION
GD2 PRECAST TYPE "C" INLET
GD9 PLASTIC YARD DRAIN
GD12 WET DETENTION BASIN CROSS SECTION
GD14 DOWNSPOUT COLLECTOR
GD30 OUTFALL CONTROL STRUCTURE
G01 CORE NEW INVERT IN BACK OF EXISTING CURB INLET AT INVERT 4.50'
G02 ROOF DRAINS TO CONNECT TO STORM MAIN USING ADS INSERTA TEE
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\11 - GRADING AND DRAINAGE PLAN.DWG_11-GRADING AND DRAINAGE PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.07
15GRADING AND DRAINAGE PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x360
GRAPHIC SCALE
1" = 30'
60'30'45'S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\11 - GRADING AND DRAINAGE PLAN.DWG_11-GRADING AND DRAINAGE PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N
LEGEND
BC BACK OF CURB
EP EDGE OF PAVEMENT
FG FINISHED GRADE
FL FLOW LINE
HP HIGH POINT
TC TOP OF CONCRETE
FFFW
X
X
XXXXXXXXXX
www sssssssss s s
S
S
WWWATLANTIC BOULEVARD
(A PUBLICLY DEDICATED VARIABLE WIDTH )
X
X
3-STORY STORAGE BUILDING
FFE = 10.00
1+000+00 1+00
U01 U01
PROPOSED 106 LF 6" PVC DR18
FIRE MAIN
PROPOSED 102 LF 2" HDPE DR9
WATER MAIN
INV OUT: 5.25
EXISTING SANITARY MANHOLE
RIM: 9.97
INV IN: 3.35
BUILDING FDC
PROPOSED SWMF-1
U09
UD04
PROPOSED 70 LF 6" PVC SDR35
SANITARY PIPE @ 3.0%FFFFFFW
wwwwwwwwwwWWWWWW
ATLANTIC BOULEVARD
(A PUBLICLY DEDICATED VARIABLE WIDTH )
1+001+00
STA: 0+81
O/S: 1.992
U03 6"X6"X6"
STA: 0+82
O/S: -28.371
U06 6"
STA: 0+87
O/S: -25.914
U062"
STA: 0+82
O/S: -9.656
W-18 6"
STA: 0+82
O/S: -14.336
UD01 6"
U08
STA: 0+87
O/S: -14.450
UD022"
STA: 0+87
O/S: -3.977
U042"
STA: 0+81
O/S: 5.989
UD03 6"X6"X6"
STA: 0+87
O/S: -10.502
W-22"
STA: 0+87
O/S: -7.434
W-182"
STA: 0+81
O/S: -4.014
U03 6"X2"X6"
STA: 0+86
O/S: 2.023
W-186"
PROPOSED 115 SF UTILITY
EASEMENT
STA: 0+90
O/S: 2.054
W-136"
UTILITY DETAILS
UTILITY NOTES
UD01 DOUBLE CHECK DETECTOR ASSEMBLY WITH FIRE DEPARTMENT
CONNECTION - TO BE FREE PROTECTED AND ELECTRONICALLY
MONITORED
UD02 REDUCED PRESSURE BACKFLOW PREVENTER - TO BE FREEZE
PROTECTED
UD03 TAPPING SLEEVE AND VALVE
UD04 SANITARY CLEANOUT
W-2 WATER SERVICE DETAIL
W-13 FIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TEE
W-18 WATER VALVE INSTALLATION DETAIL
U01 PROPOSED BUILDING CONNECTION LOCATION. SEE ARCHITECTURAL
PLANS FOR FINAL LOCATION.
U02 TIE EXISTING SANITARY LINE INTO PROPOSED BUILDING
U03 M.J. TEE - SEE CALLOUT FOR SIZE
U04 M.J. 90° BEND - SEE CALLOUT FOR SIZE
U06 M.J. 11.25° - SEE CALLOUT FOR SIZE
U08 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING 6" WATER MAIN
RUNNING ALONG ATLANTIC BLVD
U09 TIE INTO EXISTING SANITARY SEWER LINE - CONTRACTOR TO FIELD
VERIFY AND REMOVE REMAINING LENGTH OF RUN SOUTH OF
CONNECTION POINT
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\14 - UTILITY PLAN.DWG_14-UTILITY PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.08
15UTILITY PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36FIRE MARSHAL NOTES
0
GRAPHIC SCALE
1" = 30'
60'30'45'S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\14 - UTILITY PLAN.DWG_14-UTILITY PLAN, 1/23/2024 10:40 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.N
1.HYDRANTS CONNECTED TO A CENTRAL UTILITY AND OWNED & MAINTAINED BY
THAT UTILITY COMPANY SHALL BE COLORED CHROMIUM YELLOW WITH WHITE
REFLECTIVE CAPS.
2.HYDRANTS ON THE SUPPLY SIDE OF A BACKFLOW PREVENTOR AND OWNED &
MAINTAINED BY THE DEVELOPMENT ARE DEEMED PRIVATE AND SHALL BE
COLORED RED WITH WHITE REFLECTIVE CAPS.
3.HYDRANTS ON REUSE OR NON-POTABLE SYSTEMS SHALL BE COLORED
MONDONE PURPLE WITH WHITE REFLECTIVE CAPS.
4.FIRE HYDRANTS SHALL BE LOCATED WITHIN 3 FEET TO 10 FEET OF THE CURB.
(LDC 6.03.03)
5.FIRE HYDRANTS SHALL BE LOCATED NO MORE THAN 12 FT FROM THE FIRE
DEPT ACCESS ROADS WITH NO CURBS. (NFPA 1, 18.5.1.6)
6.HYDRANTS SHALL BE INSTALLED ON FLAT STONES, CONCRETE SLABS OR
OTHER APPROVED MATERIALS.
7.HYDRANTS SHALL BE INSTALLED SO LARGE DIAMETER (4.5 INCH) OUTLET IS
FACING THE ROADWAY.
8.HYDRANTS SHALL BE INSTALLED SO CENTER OR LOWEST OUTLET IS MINIMUM
OF 18 INCHES ABOVE FINAL GRADE.
9.HYDRANTS SHALL OPEN COUNTER CLOCKWISE.
10.BLUE ROAD REFLECTORS SHALL BE INSTALLED IN THE CENTER OF THE ROAD
IN FRONT OF THE HYDRANT. (LDC 6.03.03)
11.THE FDC SHALL BE 5" STORZ CONNECTION WITH 30 DEGREE DOWNWARD
DEFLECTION.
12.ALL BFPS WILL BE FREEZE PROTECTED. BFPS SERVING FIRE SPRINKLER
SYSTEM REQUIRED TO BE ELECTRONICALLY MONITORED.
13.PLEASE SEE SHEET 2, FOR GENERAL FIRE PROTECTION NOTES.
NOTE:
THIS CIVIL UTILITY PLAN IS PROVIDED FOR DRC (CIVIL) REVIEW ONLY.
APPROVAL OF THESE PLANS DO NOT INCLUDE APPROVAL FOR PRIVATE
UNDERGROUND WATER MAIN, HYDRANTS, AND FIRE SPRINKLER MAINS.
CIVIL DRAWINGS ILLUSTRATE LAYOUT ONLY AND DO NOT SHOW FULL
COMPLIANCE WITH THE RESPECTIVE FIRE CODES. FOR FIRE MARSHAL
UNDERGROUND PERMIT, DETAILED SHOP DRAWINGS MUST BE PREPARED
AND SUBMITTED BY THE INSTALLING UNDERGROUND FIRE CONTRACTOR I, II
OR V SHOWING COMPLETE COMPLIANCE WITH, BUT NOT LIMITED TO, NFPA
24, (STANDARD FOR INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND
THEIR APPURTENANCES.)
POINT OF CONNECTION FOR
UTILITY CONNECTIONS
1" = 10'
PIPE O.D.
12" (TYP.)
PIPE BEDDING
(SEE NOTE 1)
TRENCH BACKFILL
(SEE NOTE 1)
TRENCH WIDTH VARIES
W/SIZE OF PIPE
12" LIFTS MAXIMUM
NOTES:
1.PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180
2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180
3.PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND
TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY.
4.15" MAXIMUM FOR PIPE DIAMETER LESS THAN 24", AND 24" MAXIMUM FOR PIPE DIAMETER 24" OR LARGER.
5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE
GOVERNING AGENCIES.SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATION
SEE NOTE 4
UNDISTURBED EARTH
(SEE NOTE 3)
COMMON FILL
CROWN TRENCH IN
UNIMPROVED AREAS
(3" MIN.)
FINISH GRADE
SELECT COMMON
FILL
GD04TYPE "B" BEDDING AND TRENCH
N.T.S.
8"
15" TO 18"
12" MIN.
3' OR MORE
2 1/2" MIN. DIA. WOOD-
STEEL 1.33 LBS/FT. MIN
6' MAX.
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FDOT SPEC.)SILT FLOW
OPTIONAL POST POSITIONS
PRINCIPLE POST POSITION
COUNTER 20° TOWARD FLOW
FILTER FABRIC
1" X 2" POST
SILT FLOW
20°
EC02STANDARD SILT FENCE
N.T.S.PUBLIC
R
OAD
FDOT #1 COARSE
AGGREGATE OR EQUIVALENT
6" MIN.
50' M
I
N
I
M
U
M
20' MIN. OR AS SHO
WN
ON THE PLAN
EC01STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
20"
25"
12"
5"
5"
10"18"R
5"R
18
"
13"R
EXTRA WIDTH SPACE
12' MIN.STD. SPACE 5' MIN.
6"6"
TYP.
2"
6"6"
TYP.
2"
4"
3 EACH 6" WHITE
@ 60° EQUALLY SPACED
PAVEMENT SYMBOL
SEE DETAIL BELOW
NOTE: PAVEMENT SYMBOL SHALL
BE PAINTED WITH WHITE TRAFFIC
PAINT WITHIN OUTLINE SHOWN
C OF PARKING SPACE
SD04PARKING PAINT STRIPING
N.T.S.WHITEWHITEBLUEBLUEWHITEL
STEEL REINFORCEMENT
2,500 PSI CONCRETE MIN (TYP.)
1/2" BEAM HOLE WITH
1/2" GALVANIZED ANCHOR
ROD-18" LONG
℄ OF PAINTED
STRIPE
℄ OF PAINTED
STRIPE
2"
2"
SD08PRECAST CONCRETE WHEELSTOP
N.T.S.
8"
1'-6"6"
2'-
0
"
8'-0"
F
O
R
DI
S
A
B
L
E
D
6'-0"
F
O
R
S
T
A
N
D
A
R
D
NOTE:
WHEEL STOP SHOULD BE PAINTED CONTRASTING
COLOR TO SURROUNDING PAVEMENT.
2'-0"
1'-6"
2'-0"
1'-6"
1'-6"
7'-0"
(Min.)
5'-0"
(Min.)
1"
(MAX.)
THIS SIGN TYPICAL AT
ALL ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS
REQUIRED BY STATE
OR LOCAL LAW
(12" X 6")
"U"-CHANNEL
POST (3-lbs./ft.)
SLOPE TOP OF
CONCRETE
3500 P.S.I. P.C.
CONCRETE
3"
PARKING BY
DISABLED
PERMIT
ONLY
SD11ACCESSIBLE PARKING SIGN
N.T.S.
$250.00
FINE
FTP - 25
OPTIONAL PIPE
BOLLARD - 8" SCH.
40 PIPE FILLED WITH
CONCRETE
NOTE:
THE OPTIONAL PIPE BOLLARD MAY BE USED IN LIEU OF PLACING
A WHEEL STOP AT THE FRONT OF THE ADA PARKING SPACE.
1. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN
LONGITUDINAL & TRAVERSE DIRECTION IN SIDEWALK.
2. SIDEWALK IS TO BE CONCRETE WITH A MINIMUM STRENGTH OF
3,000 PSI.
3. MAX 2% CROSS SLOPE PER ADA.
ASPHALT
PARKING
LOT
4" SAND CUSHION
4" THICK CONC.
LANDSCAPED
AREA
6' MIN. WIDTH AS
SHOWN IN PLANS
6"12"
SD21MONOLITHIC SIDEWALK
N.T.S.
NOTES:
1/2"R
6" MIN.
EC03WATTLE INLET PROTECTION
N.T.S.
SOIL SURFACE
WOOD STAKE TO
ONLY PENETRATE
NETTING, NOT WATTLE
MATERIAL
WOOD STAKESTRAW WATTLE
WOOD STAKE TO
ONLY PENETRADE
NETTING, NOT WATTLE
MATERIAL
WOOD STAKE
STRAW WATTLES
STORM SEWER
CURB INLET
ANCHOR THROUGH NETTING
STRAW WATTLE
ANCHOR THROUGH NETTING
FLOW
STRAW WATTLE
DROP INLET PROTECTION
STORM SEWER
DROP INLET
PLAN VIEWWOOD STAKE
SEE DETAIL 3/15
STORM SEWER
DROP INLET
STRAW WATTLE
STRAW WATTLE
STAKE DETAIL STAKE DETAIL
STRAW WATTLE
CURB INLET PROTETCION
NOTE: 1 18" X 1 18" X 30"
WOODEN STAKES ARE
RECOMMENDED FOR 6", 9",
AND 12" WATTLES.
1 18" X 1 18" X 48" WODDEN
STAKES ARE RECOMMENDED
FOR 20" WATTLES.
SURFA
C
E
F
L
O
W
D
I
R
E
C
TI
O
N
(
T
Y
P
I
C
A
L
)
SUR
F
A
C
E
F
L
O
W
DI
R
E
C
TI
O
N (
T
Y
PI
C
A
L)
SURF
A
C
E
F
L
O
W
DI
R
E
C
TI
O
N
(
T
Y
PI
C
A
L)
FLOW
5'6'
MIN.5'5'5'5'
6'
MIN.
5'6'
MIN.
LANDING
AREA
2'
1.THE SURFACE OF RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE
SURROUNDING SIDEWALK.
2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 8% AT CURB TO CONFORM WITH
LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP.
3.CONSTRUCT PER A.D.A. STANDARDS.
4. DETECTABLE WARNING SURFACE SHALL BE "SAFETY YELLOW" COMPOSITE MATERIAL ANCHORED IN THE RAMP.
WARNING SURFACE SHALL BE SET INTO THE CONCRETE AND BE FLUSH WITH CONCRETE SURFACE ALONG ALL
FOUR SIDES.
5. DETECTABLE WARNING SURFACE TO BE CAST IN PLACE COMPOSITE TACTILE BY ADA SOLUTIONS, INC. OR CAST
IN PLACE DETECTABLE WARNING PANEL BY ARMORCAST.
6. DETECTABLE WARNING AREA SHALL CONFORM TO FDOT STANDARD INDEX 522-002 AND 28 CFR PART 36
APPENDIX A, LATEST REVISION.
LANDING
AREA
SIDEWALK
RAMP
24" WIDE
DETECTABLE
WARNING
REQUIRED
LANDING AREA
SIDEWALK
SIDEWALK
SD07WHEELCHAIR RAMP IN SIDEWALK
N.T.S.
NOTES:
PLAN - RAMP IN SIDEWALK
2%
MAX
CROSS SECTION
1:12 MAX
RAMP LANDING AREA
1:12 MAX 1:12 MAX
SIDEWALK 1:12 MAX
RAMPLANDING AREA
6'
MIN.5'
6" CURB
6" CURB
SEE PLAN
* "STOP BAR" TO BE 10' BACK FROM EDGE
LINE OR 4' BACK FROM ANY SIDEWALK, SEE
CONSTRUCTION PLANS FOR EXACT
LOCATION OF STOP BAR.
EDGE OF PAVEMENT
STOP BAR
ROAD
CENTERLINE
WHITE
THERMOPLASTIC
MATERIAL * DIM.24"
SD18STOP BAR
N.T.S.
1.ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP
AND IN THE DIRECTION OF TRAVEL 24 INCHES FROM THE BACK OF CURB.
2.SEE FDOT STANDARD INDEX 522-002, LATEST EDITION FOR MORE DETAILS.
3.DETECTABLE WARNING SURFACE SHALL BE "SAFETY YELLOW" COMPOSITE MATERIAL ANCHORED IN THE RAMP. WARNING
SURFACE SHALL BE SET INTO THE CONCRETE AND BE FLUSH WITH CONCRETE SURFACE ALONG ALL FOUR SIDES.
4.DETECTABLE WARNING SURFACE TO BE CAST IN PLACE COMPOSITE TACTILE BY ADA SOLUTIONS, INC. OR CAST IN PLACE
DETECTABLE WARNING PANEL BY ARMORCAST.
THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A
MAXIMUM OF 65% OF THE BASE DIAMETER.
ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE,
THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION
OF TRAVEL. ON RAMPS INTERSECTING CURBS ON A RADIUS,
THE DOME PATTERN SHALL BE IN-LINE WITH THE DIRECTION
OF TRAVEL TO THE EXTENT PRACTICAL.
EDGE OF DETECTABLE
WARNING
EDGE OF DETECTABLE
WARNING
TRUNCATED DOME
INTEGRAL
DOME
0.9" MIN. 1.4" MAX.
0.2"±0.002"
1.6" MIN.
2.4" MAX.
1.6" MIN. 2.4" MAX.
SD26DETECTABLE WARNING DETAIL
N.T.S.
BASE-TO BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES.
TRUNCATED DOME
PLAN VIEW
NOTES:
± 2"
± 2"
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_SITE DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS DESIGN GROUP, INC.09
15CONSTRUCTION DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_SITE DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
POND X
(1) T.O.B.9.90
(2) D.H.W 7.08
(3) WEIR 6.50
(4) N.W.L 5.00
(5) BOTTOM -1.00
5'
3:1
MAX
5'
SOD
SOD
EXISTING
GRADE
2'
3:1
MAX
TOP OF BANK (TOB) = (1)DESIGN HIGH WATER
(DHW) 10YR/24HR = (2)
DISCHARGE ELEV (WEIR) = (3)
NORMAL WATER LEVEL (NWL) = (4)
GRADE BREAK
BOTTOM ELEV = (5)
3:
1
2:12:13:1
GD12WET DETENTION BASIN CROSS SECTION
N.T.S.
4' CHAIN LINK FENCE 4' CHAIN LINK FENCE
(5) ADAPTER
ANGLES
VARIABLE 0° -
360°
ACCORDING TO
PLANS
8" - 30"
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
(3) VARIABLE SUMP DEPTH ACCORDING
TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON
30" BASED ON MANUFACTURING REQ.)
4" MIN ON 8" - 24"
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR
OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS
OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN
ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE
INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN
ACCORDANCE WITH ASTM D2321.
WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)
NOTES:
1. 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
2.12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.
7001-110-045.
3.DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4.DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24").
5.ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
6.12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.
7.8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.
(6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE
DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS
N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL),
N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH
40), PVC C900/C905, CORRUGATED & RIBBED PVC
GD09PLASTIC YARD DRAIN
N.T.S.
PIPE O.D.
NOTES:
1.PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
3.PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND
TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY.
4.15" MAXIMUM FOR PIPE DIAMETER LESS THAN 24". AND 24" MAXIMUM FOR PIPE DIAMETER 24" AND LARGER.
5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
7.BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16"
AND LARGER
8.DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE.
COUNTY / CITY INSPECTOR SHALL DETERMINE, IN THE FIELD, THE REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO
REACH SUITABLE FOUNDATION
9.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF THE
GOVERNING AGENCIES. SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATION.
FINISHED GRADE
CROWN TRENCH IN
UNIMPROVED
AREAS (3" MIN.)
COMMON FILL
UNDISTURBED EARTH
(SEE NOTE 3)
BEDDING ROCK
12" (TYP.)
PIPE BEDDING
(SEE NOTE 1)
TRENCH BACKFILL
(SEE NOTE 1)
12" LIFTS MAXIMUM
SEE
NOTE 4
TRENCH WIDTH VARIES
W/SIZE OF PIPE
SELECT
COMMON FILL
GD05TYPE "A" BEDDING AND TRENCH
N.T.S.
1 1/2" ASPHALT FDOT SP-9.5
6" LIMEROCK TO LBR 100 COMPACTED TO 98%
OF ASTM D-1557
12" STABILIZED SUB-BASE TO LBR 40 COMPACTED
TO 98% OF ASTM D-1557. ALSO STABILIZE AND
COMPACT UNDER CURBS.
SD05TYPICAL PAVEMENT SECTION
N.T.S.
GEOTECHNICAL:
ADDRESS LINE:
CITY, STATE ZIP:
CONTACT:
PHONE:
EXIST
ROADWAY
PROP
ROADWAY
SAW-CUT TO A NEAT STRAIGHT
LINE (PARALLEL OR
PERPENDICULAR TO RUN OF
ROAD) AT EDGE OF OUTSIDE
TRAVEL LANE
EXIST PAVEMENT
SD25
CONNECTION TO
EXISTING PAVEMENT
N.T.S.
1'
6"
6"
KEY IN BASE OVER
EXISTING AS SHOWN
ASPHALT
1 1/2" FRICTION COURSE AND
2" 12.5 STRUCTURAL COURSE
BASE COURSE
10" LIMEROCK - LBR 100 @ 98% MAXIMUM DENSITY
PER AASHTO T-180, PRIMED ENTIRE WIDTH.
SUBGRADE
12" STABILIZED SUBGRADE - LBR 40 @ 98%
MAXIMUM DENSITY PER AASHTO T-180.
6"
1'-6"
1'-6"
7'-0"
(Min.)
THIS SIGN TYPICAL AT
ALL LOCATIONS
SPECIFIED ON SITE PLAN
"U"-CHANNEL
POST (3-lbs./ft.)
SLOPE TOP OF
CONCRETE
3500 P.S.I. P.C.
CONCRETE
3"
SD09STOP SIGN
N.T.S.
ALUMINUM SIGN TO
BE FASTENED WITH
3/8" DRIVE RIVETS
30"
4"
MIN
VARIES (SEE PLAN)
NOTES:
1.DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL &
TRAVERSE DIRECTION IN SIDEWALK.
2.SIDEWALK IS TO BE CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI.
3.MAX 2% CROSS SLOPE PER ADA
* SIDEWALK SHALL BE 6" THICK AT DRIVEWAY.
1/2" R 1/2" R
SD01CONCRETE SIDEWALK DETAIL
N.T.S.
*
SLOPE TOWARDS ROAD (TYP)
2''
5'-6''
4'-0''
.
6"
CONCRETE
WEIR
NOTES:
1. PRECAST IN ACCORDANCE WITH LATEST INDUSTRY
STANDARDS
2. GROUT OR "RAM-NEK" JOINTS AS REQUIRED.
3. CONCRETE DESIGN STRENGTH: 4,000 PSI
4. PIPE MUST NOT BE IN CONSTRUCTION JOINT.
5. TYPE II CEMENT TO BE USED.
PIPES SHALL BE FLUSH WITH INSIDE WALL.
7. SEE FDOT INDEX 201 FO REINFORCEMENT BAR
SCHEDULE.
GRATE - APPROXIMATE WEIGHT - 465 LBS.
4'-4"
2 1/2"
2"1'-5"1'-5"
2''2''
3'-4"
4'-4"
2 1/8"
1 3/4"
3/4"
2"
3'-4"
2 1/2"
1 1/2"2"
1 1/2"
2"x 2'x 1/4"
STEEL GRATE
SEATS
GRATE EL. (PER PLAN)
MINIMUM BEARING
CAPACITY: 2,000 P.S.F
1.10" ORIFICE PIPE INV
EL = 5.00'
GD30 OUTFALL CONTROL STRUCTURE
N.T.S.
SECTION AA
PLAN
3" WEIR EL = 6.50'24" PP18" PP12'STORM INSTORM OUT3'-0"
TOP STRUCTURE
EL = 9.57
INVERT. ELEV. 4.75'INVERT. ELEV. 4.75'
18" PP
FROM SWMF
24" PP TO
OUTFALL
SLOT IN CONC. WALL INVERT ELEV. 5.00'
WEIR INVERT ELEV. 6.50'
SLOT/ORIFICE PLATE 2.00' WIDE X 1/4"
THICK ALUMINUM PLATE ATTACHED W/
(1/2" S.S. EXP. ANCHORS - @ 6" O.C.)
(SEAL PLATE EDGES AGAINST WALL W/
RAM NEK)
8"BOTTOM EL. 4.00'
MINIMUM BEARINGS CAPACITY 2000 P.S.F.
2.0 2.0
INSIDE TOP ELEV.
PRECAST WITH
TOP SLAB
6"
CI INSPECTION GRATES
5'-6"6"
SIDE VIEW
ORIFICE/SLOT INVERT IN PLATE
3.6"
A A
AA
ROOF DRAINS IN
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_GRADING DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS DESIGN GROUP, INC.10
15CONSTRUCTION DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_GRADING DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
UD01
DOUBLE CHECK DETECTOR ASSEMBLY
WITH FIRE DEPARTMENT CONNECTION
N.T.S.
MEGA-LUGMEGA-LUG
M.J. 90° BEND M.J. 90° BEND C-900 DR-18 PVCC-900 DR-18 PVCFROM
SUPPLY TO SYSTEM
MEGA-LUG
GRADE
CL-35 DUCTILE IRONCL-35 DUCTILE IRONFLANGED 90° BEND
UNIFLANGE FOR D.I.P.
5" STORZ FDC (OR APPROVED
EQUAL) W/ BREAK-AWAY CAPS
4" X 0-6 GALV. SCH-40 F-T
FDC FACING STREET
FLANGED TEE
UNIFLANGE FOR D.I.P.
4" WAFER CHECK VALVE
3/4" ELEC. CONDUIT FOR
TAMPER SWITCH WIRING
INSTALL IN SAME TRENCH
COORDINATE WITH ELECTRICAL
30" MIN. BURY
36" BELOW PAVEMENT18" MIN30" MAX36" MIN.
6" THICK, 3,000 PSI
REINFORCED CONCRETE PAD
CENTERED ON BACKFLOWPRIVATE PROPERTYRIGHT OF WAYNOTES:
1.LOCATE WIRE IS REQUIRED ON ALL 2" AND LARGER WATER SERVICES. SEE LOCAL MUNICIPALITY'S LOCATE WIRE
DETAILS FOR MORE INFORMATION.
2.REDUCED PRESSURE DETECTOR ASSEMBLY REQUIRED FOR CHEMICAL FIRE PROTECTION SYSTEMS OR IF CONNECTED
TO AN AUXILIARY WATER SOURCE.
3.SEE LOCAL MUNICIPALITY'S STANDARD DETAILS FOR ACCEPTABLE DOUBLE CHECK DETECTOR ASSEMBLIES OR THEIR
LIST OF APPROVED DOUBLE CHECK DETECTOR ASSEMBLIES.
12" MIN.12'
DOUBLE CHECK DETECTOR BACKFLOW
ASSEMBLY WITH OUTSIDE SCREW & YOLK
VALVES AND TAMPER SWITCHES
24" x 24" x 4" CONC. COLLAR W/1-# 3, HOOP, PROVIDE EMBEDDED BRASS
I.D. PLATE INDICATING SERVICE, TYPE OF VALVE, OPENING DIRECTION
AND NO. OF TURNS TO OPEN
1"EXIST.
GRADE
SCREW-TYPE VALVE BOX
SEE NOTE 3
#57 STONE
36" (APPROX.)
EXIST.
WATER MAIN
TAPPING
SLEEVE
TAPPING VALVE
W/BOX
UD03TAPPING SLEEVE AND VALVE
N.T.S.
DIA. PER
PLAN
7/8"
8 3/4"
7/8"
12"
13 1/2"
3 1/4"
9 5/8"
1 3/4"
6" WYE
6"x45°8"
PIPE TO BE SAME MATERIAL AS
SEWER MAIN AND MINIMUM OF 6"
DIA.
C.O. PLUG BELOW
GRADE
SURFACE
FRAME & COVER BROOKS
PRODUCTS, INC. MOD.
NO. 1-RT SERIES AT
GRADE
C.I. FRAME AND RING
C.I. COVER MARKED "SEWER"
BODY AND FRAME
PLUG
UD04SANITARY CLEANOUT
N.T.S.
ALL PIPE FITTINGS 2" AND
SMALLER SHALL BE
THREADED SCHEDULE 40
STAINLESS STEEL,
GALVANIZED STEEL OR
BRASS.
6"
1'1'
BACKFLOW PREVENTER
IN ACCORDANCE WITH
PLANS APPROVED BY
THE CITY
GATE VALVE
THREADED
NIPPLE (TYP)
TEST COCK (TYP)
12" MIN.
FROM MAIN
FINISHED GRADE
90° ELBOW
(4 REQUIRED)
UNION
(2 REQUIRED)
GATE VALVE
TO SERVICE
UD02
REDUCED PRESSURE
BACKFLOW PREVENTOR
N.T.S.
MIN. 2,500 PSI CONCRETE
NOTE:
BY BUILDING CONTRACTOR
BY SITE CONTRACTOR
6"
BUILDING DOWNSPOUT - SEE ARCH.
PLANS FOR SIZE
(SCH 40 PVC) PIPE
WITH BELL FITTING
RE: SCHEDULE FOR SIZE
SCH 40 PVC ADAPTER/REDUCER
OR AS NECESSARY TO MAKE
CONNECTION
WATER TIGHT
CONNECTION
SEE GRADING
PLAN FOR SIZE
OF COLLECTORSEE NOTE #2
1% MIN. SLOPE
NATURAL
GRADE
NOTES:
1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR
DEPTHS OF COVER GREATER THAN TWO(2) FEET, FLEXIBLE PIPE MAY BE USED.
2.A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANT TRANSITION FROM SCHEDULE 40
PVC PIPE TO ANOTHER PIPE TYPE.
3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE
INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO
AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
CONNECTION AT THE POINT OF THE RODENT SCREEN.
4.INSTALL PIPES CLEAR OF PORCHES BOLLARDS, AND OTHER BUILDING APPURTENANCES.
2' MAXIMUM
SEE NOTE #1
WIRE MESH SCREEN FOR RODENT
PROTECTION SECURE SCREEN WITH
STAINLESS STEEL HOSE CLAMP
1'-4" MIN.
1"
GD14DOWNSPOUT COLLECTOR
N.T.S.
1'1'1.5'D2'MD A B C E F G M N X CONC.
(CY)
SOD
(SY)
8"2.5'0.72'3.22'0.7'4.0'0.58'3.75'1.04'-.52 7
15"2.5'3.09'5.59'3.0'7.0'1.23'4.33'1.04'-.64 8
18"2.5'4.12'6.62'4.0'8.0'1.41'4.58'1.04'-.69 9
24"2.5'6.18'8.68'6.0'10.0'1.73'5.08'1.04'-.83 10
30"2.5'8.25'10.75'8.0'12.0'2.00'5.58'1.04'-.96 11
36"2.5'10.31'12.81'10.0'14.0'2.24'6.08'1.04'-1.08 12
2'
1'6''5.5''2' SODGBN6''.
E
6''
.....
.
2' SOD
2'DA C1.5'TOP VIEW - SINGLE PIPE
SECTION
F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED SECTION)
CONNECTOR
SADDLE
CONC. SLAB 3" THICK, REINFORCED
WITH WWF 6 X 6-W1. 4 X 1.4
BEVELED OR ROUND CORNERS
1.5' R
SOD
NO PIPE JOINT PERMITTED
UNLESS APPROVED BY THE ENG.
CONCRETE
PIPE
INV. (PER PLAN)
DITCH GRADE
#4 BAR
NOT LESS
THAN "D"
GIVEN PIPE LENGTH
(PER PLAN)
GD1MITERED END SECTION
N.T.S.
2 1
4"
6''6''6''2 1
4"4'-5''6''3'-4''
PLAN
2" X 2"X 14"
STEEL GRATE
SEATS3'-0"1 3/4"2 18"11"
2'-4"
2"
GRATE - APPROXIMATE WEIGHT = 235 LBS.VARIES PERPLAN2''6''GRATE EL. (PER PLAN)
MINIMUM BEARING
CAPACITY: 2,000 P.S.F
SECTION
PIPE INV.
(PER PLAN)
NOTES:
1.PRECAST IN ACCORDANCE WITH LATEST INDUSTRY STANDARDS.
2. GROUT OR "RAM-NEK" JOINTS AS REQUIRED.
3. CONCRETE DESIGN STRENGTH: 4,000 PSI
4. PIPE MUST NOT BE IN CONSTRUCTION JOINT.
5. TYPE II CEMENT TO BE USED.
6.PIPES SHALL BE FLUSH WITH INSIDE WALL.
7. SEE FDOT INDEX 201 FOR REINFORCEMENT BAR SCEDULE.
RECOMMENDED MAXIMUM PIPE SIZE:
2'-0" WALL-18" PIPE
3'-1" WALL-24" PIPE
GD2PRECAST TYPE "C" INLET
N.T.S.
12"-18"
SUMP
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_UTILITY DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS DESIGN GROUP, INC.11
15CONSTRUCTION DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\17 - CONSTRUCTION DETAILS.DWG_UTILITY DETAILS, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
ACCEPTABLE RANGE FOR
TAPS 0°-45°
NOTES:
1.SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS.
2.SINGLE BAND SADDLES SHALL BE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WATER MAIN (NEW WATER MAIN
CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1
INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER MAIN.
3.NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY
LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED
PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS APPROVED OTHERWISE BY JEA.
4.INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES SERVING VACANT LOTS (SERVICE
NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN
ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR
PURPLE FOR RECLAIMED WATER). THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE).
5.NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED BY THE CONTRACTOR
DURING THE CONSTRUCTION PERIOD.
7.METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRIS PLACED ON TOP OF BOX).
8.LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44.
SERVICE SADDLE
(SEE NOTE #2)
CORPORATION STOP REQUIRED ON
ALL SERVICES REGARDLESS OF SIZE.
(CONNECTED DIRECTLY INTO SADDLE)
CONNECTION TO CUSTOMER'S
WATER MAIN AND BACKFLOW
PREVENTER (IF APPLICABLE)
SET METER ON UNDISTURBED
OR COMPACTED SOIL
JEA
METER
(NOTE #4)
POLYETHYLENE WATER
SERVICE LINE
(100LF MAX., NOTE #3)
CO-POLYMER METER BOX
& COVER (NOTE #1)10"-12" MAXSET CURB STOP AS
CLOSE TO WALL 12"AS
POSSIBLE (2 MAX)
SET AT FINAL GRADE (NOTE #7)
WATER SERVICE MARKER
REQUIRED FOR NEW
DEVELOPMENT AREAS
(SEE NOTE #4)
METER COUPLING (NOTE #4)
DISTRIBUTION MAIN45°CURB STOP
LOCATE WIRE PIG TAIL
END (4' ABOVE GRADE)
12"
(MAX)48"-72"24" MINFIRE HYDRANT INSTALLATION
USING MECHANICAL JOINT TEE
JANUARY 2023 PLATE W-13
MJ TEE, [HYDRANT/ANCHOR TEE SHALL
BE APPROVED BY O&M MANAGER]
3-WAY FIRE HYDRANT PUMPER NOZZLE
TO FACE C OF PAVEMENT
(SEE NOTES #3 & #4)
WATER VALVE BOX
(COVER PAINTED YELLOW)FINISHED
GRADE
BREAKABLE FLANGE LOCATED
(1" MAX) ABOVE FINISHED GRADE
HYDRANT SUMP (PROVIDE GRAVEL
AND FILTER FABRIC AS SHOWN)
LEAVE DRAIN
HOLES OPEN
HYDRANT SUMPPROVIDE FILTER FABRIC (MARAFI 700X, 140'S
OR EQUAL) TO TOP AND ALL 4 SIDES.2'-8"2'-8"48" MAX.2'-8"2'-0"NOTES:
1.LOCATE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE LEAVING ENOUGH SLACK TO REACH 4' ABOVE FINAL GRADE. THE END OF
THE WIRE SHALL BE SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH.
2.FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH AREAS. THE DISTANCE RANGE FROM EDGE
OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY
JEA AND APPLICABLE PERMITTING AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE). THE
MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION
LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE
HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT
SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED
RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE
FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS.
3.OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT SHALL NOT BE UTILIZED TO THROTTLE
OUTLET FLOW.
4.PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, GREASED AND REPAINTED (RUS- KIL
ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS SHALL BE PAINTED RED.
5.FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY IMPORTANT FOR BRANCH LINES WHICH
TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO
CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED.
6.BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS PERPENDICULAR TO A LINE PARALLEL TO THE
ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO
EACH FIRE HYDRANT.
PROVIDE RAISED PAVEMENT MARKER
(SEE NOTE #6)
LOCATE WIRE REQUIRED
(SEE NOTE #1)
BARE WIRE DEAD-END
(NOTE #1)
6" M.J. GATE VALVE (RESTRAINTS REQ.)
POSITIONED NEAREST TEE FITTING
PROVIDE SPOOL PIECE WITH
3/4" RODS (24" LONG MIN)
MECHANICAL RESTRAINT REQUIRED (TYP)
3/4' RODS ALONG FIRST 15 LF
FROM HYDRANT (NOTE #2)
WATER MAIN
6" PIPE
30" MIN.18" MIN"BURY DEPTH"VARIES (SEE NOTE #5)UNDISTURBED EARTH
12" (MIN) LAYER OF #57
STONE (REQUIRED FOR
VALVES 20" AND LARGER,
(NOTE #8)
6" PVC RISER PIPE
(LENGTH AS REQUIRED)
PROVIDE "V" CUT IN TOP OF 6"
RISER PIPE FOR LOCATE WIRE
ACCESS INTO VALVE BOX
RESTRAINED MECHANICAL
JOINT (TYP)
COMPACTED EARTH (TYP)
APPLY GROUT TO FILL ANNULAR SPACE
BETWEEN VALVE BOX AND CONCRETE PAD
GATE VALVE W/ 2" OPERATING
NUT (NOTE #4)
PIPE W/ LOCATING WIRE
24" ROUND PRECAST CONCRETE
PAD 6" THICK (SEE SPEC) SET ON
COMPACTED EARTH, (SEE NOTE #7)
FINISHED GRADE
PAINT COVER AND INSIDE OF BOX BLUE
VALVE BOX & COVER (TYP)
PROVIDE BLUE PAINT TO
THE INSIDE OF THE TOP SECTION
OF THE BOX (NOTE #5)
VALVE BOX ADJUSTMENT (SEE NOTE #5)
PLASTIC DEBRIS SHIELD REQUIRED
ON ALL VALVES 12" AND SMALLER
(SEE NOTE # 9)
ELECTRONIC LOCATE BALL MARKER
LOCATED WITHIN 12" FROM
RISER PIPE (NOTE #10)
NOTES:
1.FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE
LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE.
2.LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44).
3.A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/( ASPHALT IF NO CURB) TO ALL BELOW GRADE VALVES. THE "V" CUT IS TO BE PAINTED BLUE
WATER/PURPLE RECLAIMED.
4.IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT.
OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE
OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES
BELOW FINISHED GRADE.
5.FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN
THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 24" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED
TOGETHER WITH A WIRE NUT.
6.BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE A 14" HOLE IN BRASS TAG AND ATTACH TAG
(TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES.
7.IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED.
8.GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE UP TO 13 THE OVERALL HEIGHT
OF THE VALVE.
9.FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER
THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL.
10.ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER (3M-1403XR FOR WATER AND 1408XR
FOR RECLAIMED WATER).
WATER VALVE INSTALLATION DETAIL
JANUARY 2023 PLATE W-1824"-36"BURY DEPTHWATER SERVICE DETAIL- 2" AND SMALLER METER
JANUARY 2023 PLATE W-2
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\JEA\18C - JEA UTILITY DETAILS.DWG_JEA WATER, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.12
15UTILITY DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155------------------------------------------------------------PDF_22x34 On 24x36S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\JEA\18C - JEA UTILITY DETAILS.DWG_JEA WATER, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COM
SITE DESCRIPTION
DESCRIPTION:
SOIL DISTURBING ACTIVITIES WILL INCLUDE:
RUNOFF CURVE NUMBERS:
SITE AREA:
NAME OF RECEIVING WATERS:
SEQUENCE OF MAJOR ACTIVITIES:
THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:
1. INSTALL STABILIZED
CONSTRUCTION ENTRANCE
2. INSTALL SILT FENCES AND SYNTHETIC
BALES AS REQUIRED
3. CLEAR AND GRUB FOR DIVERSION
SWALES/DIKES AND SEDIMENT
BASIN
4. CONSTRUCT SEDIMENTATION
BASIN
5. CONTINUE CLEARING AND
GRUBBING
6. STOCK PILE TOP SOIL IF REQUIRED
7. PERFORM PRELIMINARY GRADING
ON SITE AS REQUIRED
8. STABILIZE DENUDED AREAS AND
STOCKPILES AS SOON AS
PRACTICABLE
AND IRRIGATION.
10. COMPLETE GRADING AND
INSTALL PERMANENT
SEEDING/SOD AND PLANTING
11. REMOVE ACCUMULATED
SEDIMENT FROM BASINS
12. WHEN ALL CONSTRUCTION
ACTIVITY IS COMPLETE AND THE
SITE IS STABILIZED, REMOVE ANY
TEMPORARY DIVERSION
SWALES/DIKES AND RESEED/SOD
AS REQUIRED
CONTROLS
EROSION AND SEDIMENT CONTROLS
STABILIZATION PRACTICES
1. SYNTHETIC BALE BARRIER: SYNTHETIC BALE BARRIERS CAN BE USED BELOW
DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE
FOLLOWING LIMITATIONS:
A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM
CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS.
D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF SYNTHETIC BALE
BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE
THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES
SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE
AGAINST WASHOUT.
2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW
DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE
FOLLOWING LIMITATIONS:
A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM
CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED
BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE
ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE.
4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-
FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE
GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE
APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE
CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL
LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO
RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED
5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE
STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF
THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER
COLLECTION FACILITY.
6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE
SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR
EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES.
THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN
EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF
ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT
OF SEDIMENTS.
7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE
DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM
RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS
THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.
8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS
AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND
RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED
WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY
COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT
LATER COMPETE WITH THE PERMANENT GRASSING.
9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT
FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE
SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES
LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED
AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH.
10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S)
SHALL BE ROLLED AND WATERED OR HYDRO MULCHED OR OTHER
SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING
CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE
TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75
PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND
ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED
VEGETATIVE COVER.
12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND
CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE
MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.
13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF
THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE
OFFSITE FACILITIES.
14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY
CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST
PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL
VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED
OR SODDED.
STRUCTURAL PRACTICES
1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE
USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY.
2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN
DISCHARGE FROM A DISTURBED AREA.
THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER
INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION
DIKE:
3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND
PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION
& SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES &
THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT
APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS
THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL
STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE
DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT
BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL
SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS
MUST BE REMOVED UPON FINAL STABILIZATION.
STORM WATER MANAGEMENT
THE WATER MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME
OTHER CONTROLS
WASTE DISPOSAL
WASTE MATERIALS
ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE
COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE
DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT
REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE
TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL
PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT
PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE
PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE
CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES
THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR
SEEING THAT THESE PROCEDURES ARE FOLLOWED.
HAZARDOUS WASTE
ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE
MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE
MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE
PRACTICES AND THE SITE SUPERINTENDENT. THE INDIVIDUAL WHO
MANAGES DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR
SEEING THAT THESE PRACTICES ARE FOLLOWED.
SANITARY WASTE
OFFSITE VEHICLE TRACKING
A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP
REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT
TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS
MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING
MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A
TIMING OF CONTROLS/MEASURES
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES
AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT
BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY
OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE
INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN
AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE
WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE
ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS
AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED
SPILL PREVENTION
MATERIAL MANAGEMENT PRACTICES
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
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED
ONSITE DURING THE CONSTRUCTION PROJECT.
* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO
DO THE JOB.
* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY
MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A
ROOF OR OTHER ENCLOSURE.
* PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE
ORIGINAL MANUFACTURER'S LABEL.
* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS
RECOMMENDED BY THE MANUFACTURER.
* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE
DISPOSING OF THE CONTAINER.
* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL
WILL BE FOLLOWED.
* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS
ONSITE RECEIVE PROPER USE AND DISPOSAL.
HAZARDOUS PRODUCTS
THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH
HAZARDOUS MATERIALS.
* PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT
RESEALABLE.
* ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY
CONTAIN IMPORTANT PRODUCT INFORMATION.
* IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL
AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE
FOLLOWED.
PRODUCT SPECIFIC PRACTICES
THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE:
PETROLEUM PRODUCTS
ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE
REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED
CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES
USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS.
FERTILIZERS
FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS
RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL
BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER.
STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY
PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A
SEALABLE PLASTIC BIN TO AVOID SPILLS.
PAINTS
ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT
REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE
STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING
TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
CONCRETE TRUCKS
SPILL CONTROL PRACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT
PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE
FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND
CLEANUP:
MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE
CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE
PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP
SUPPLIES.
MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT
IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL
INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS,
GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL),
SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY
ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL
WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM
CONTACT WITH A HAZARDOUS SUBSTANCE.
SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE
APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE
SIZE OF THE SPILL.
THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO
PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP
THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT
CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE
OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO
WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE
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:__________________________________________
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND
TARPAULIN.
Concrete
RESPONSIBLE FOR/DUTIESOF CONTRACTOR & ALL SUBSBUSINESS NAME AND ADDRESS CONTRACTOR'S CERTIFICATION
GENERAL CONTRACTORSUB-CONTRACTORSUB-CONTRACTORSUB-CONTRACTOR STORM WATER DRAINAGE WILL BE PROVIDED BY (DESCRIPTION:) ________
WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS
IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN.
ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS
NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED
AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL
REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
SITE MAPS:
* SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES,
AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS,
PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS
AND STORM WATER DISCHARGE POINTS.
* SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF
TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS
SUB-CONTRACTOR MAINTENANCE/INSPECTION PROCEDURES
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE
USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
* NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME
WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.
* ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,
THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR
* ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING
ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
REPORT.
* BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS
REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
* SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO
SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND
TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
* THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT,
AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10
PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,
* A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH
* THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO
WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR
ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE
REPORT.
* PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE.
SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND
MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND
SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
NON-STORM WATER DISCHARGES
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES
WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:
* WATER FROM WATER LINE FLUSHING
* PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR
HAZARDOUS MATERIALS HAVE OCCURRED).
* UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT
BASIN PRIOR TO DISCHARGE.
PRESENT ONSITE DURING CONSTRUCTION:
THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE
INVENTORY FOR POLLUTION PREVENTION PLAN
SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND
FOLLOWING ANY STORM EVENT OF 0.50 INCHES OR GREATER.
THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL,
STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION
PLANS, OR STORM WATER MANAGEMENT PLANS.
THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM
WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM
FOR THIS PURPOSE.
THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL
EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND
TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON
PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY
TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING
THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL,
STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A
FEDERAL, STATE AND LOCAL REGULATIONS
CERTIFICATION OF COMPLIANCE WITH
IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM
WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING
PERMITS HAVE BEEN OBTAINED.
C.O.E. DREDGE/FILL PERMIT
MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND
ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL
THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN
TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE.
CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY
PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE
TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL
IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND
CONTROLS
LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST
MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS
REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED
TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT
SITE BY THE REGULATORY AGENCIES.
APPLICABLE, IN THE OFFICE TRAILER ONSITE.
PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF
OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL
INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE
OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS
# _________________
CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE
ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT
AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE
REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION
THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S
OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE
REQUIRED TO ADD FLOCCULENTS TO THE RETENTION SYSTEM PRIOR TO PLACING
GENERAL
PERMANENT STABILIZATION.
DATED:____________________________
THE SYSTEM INTO OPERATION.
STORM WATER POLLUTION PREVENTION PLAN
OF THE FILTER FABRIC BARRIER.
A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND
DROP INLET SEDIMENT FILTER.
SEDIMENT TRAP.
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED
PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE
HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE
B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE
C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE
THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE
SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD
SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH
CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER.
HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE
DISCHARGING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL.
4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE
LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES
AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY
PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE
STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE.
SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF
WHICHEVER COMES FIRST.
* DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES
PROMPTLY REPAIRED.
* TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED
FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED
FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS.
____________________________________________________
Fertilizers Wood
Petroleum Based Products
Cleaning Solvents
PaintsDetergents
Tar
Asphalt
Metal Studs
Roofing Materials
Masonry Blocks
_____________________
EXISTING SOILS TYPE:
9. INSTALL STORM SEWER,
1. PRE-CONSTRUCTION =
2. DURING CONSTRUCTION =
3. POST-CONSTRUCTION =
REFER TO THE DETAILS FOR CONSTRUCTING THE HAY BALE BARRIER.
ALSO REFER TO THE DETAILS FOR PROPER LOCATION, MATERIAL
AND USAGE.
REFER TO THE DETAIL SHEET FOR PROPER CONSTRUCTION
THE STRUCTURE. REFER TO THE DETAIL SHEET FOR CONSTRUCTION OF A
CURB INLET SEDIMENT FILTER, AND FOR CONSTRUCTION OF A
AREAS. REFER TO THE DETAILS FOR CONSTRUCTION OF CURB INLET & DROP
IN ACCORDANCE TO THE DETAILS.
AN DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF
* SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND
CONCRETE TRUCKS SHALL BE ALLOWED TO WASH OUT OR DISCHARGE
SURPLUS CONCRETE OR DRUM WASH WATER ONLY AT DISCHARGE POINT
PROVIDED. NO OFFSITE DISCHARGE WILL BE PERMITTED.
PROJECT NAME
LOCATION:
LATITUDE:
LONGITUDE:
W.M.D. ENVIRONMENTAL RESOURCE PERMIT
INSPECTION.
CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO
SECTION 403.0885, F.S., THAT AUTHORIZES THE STROM WATER DISCHARGES
ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE
IDENTIFIED AS PART OF THIS CERTIFICATION.SIGNATURE / DATE AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO WITH THE DETAILS.
AS IN STREET OR HIGHWAY MEDIANS. REFER TO THE DETAILS FOR
AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT
DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED.
COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF _____ ACRES WILL
HAVE BEEN REGRADED AND ______ ACRES LEFT UNDISTURBED. THE SITE DISCHARGES
BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT
RETENTION BASIN. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY
OF PERMITTING
OWNER NAME AND ADDRESS:
TO A DRY RETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT
#_______________________
1. TOTAL AREA OF SITE = ________ ACRES
2. TOTAL AREA TO BE DISTURBED = _____ ACRES
15. TEMPORARY FLOATING TURBIDITY BARRIER: FLOATING TURBIDITY BARRIER MAY
BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH.
FILTER CURTAIN SHALL REACH THE BOTTOM UP TO DEPTHS OF 10 FEET.
ESTIMATED SHWLS:
OUTFALL 1:
DRAINAGE AREA:
LATITUDE:
LONGITUDE:
OUTFALL 2:
DRAINAGE AREA:
LATITUDE:
LONGITUDE:
BMP'S TO BE IMPLEMENTED
BMP:
LOCATION AND DESCRIPTION:
BMP:
LOCATION AND DESCRIPTION:
BMP:
LOCATION AND DESCRIPTION:
NOTE TO CONTRACTOR:
CERTIFICATION IS REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM
WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 5 ACRES. THIS CERTIFICATION MUST BE
COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.50 INCHES.
INSPECTION AND CORRECTIVE ACTION REPORT TEMPLATES AND FORMS CAN BE ACCESSED FROM THE WEB ADDRESS
LISTED BELOW:
HTTPS://WWW.EPA.GOV/NPDES/CONSTRUCTION-GENERAL-PERMIT-RESOURCES-TOOLS-AND-TEMPLATES#INSPECTION
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF REGISTERED ENGINEERPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\19 - SWPPP.DWG_MDG-SWPPP, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.13
15SWPPP - MDGASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESLGMLGMARA01-23-2423107ALEX R. ACREE73155PDF_22x34 On 24x36------------------------------------------------------------ASH - ATLANTIC BEACH
CITY OF ATLANTIC BEACH
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ASH PROPERTIES
7880 GATE PARKWAY SUITE #300
JACKSONVILLE, FL 32256
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####S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\19 - SWPPP.DWG_MDG-SWPPP, 1/23/2024 10:41 AM, Logan Mudd, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMThis item has been digitally signed and sealed by ALEX R. ACREE on the date adjacent to the seal.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
ATLANTIC BOULEVARD
(A PUBLICLY DEDICATED VARIABLE WIDTH )
X
X
FFFW
X
X
XXXXXXXXXX
www sssssssss s s
S
S
WWWSOD
SOD SODSODSOD
MULCH
SOD
SODSOD
SODSOD
SODSODLOW MAINTENANCE ZONE:
A MINIMUM OF 6' FROM ANY POND, STREAM,
WATERCOURSE, LAKE OR WETLAND. A
SWALE/BERM SYSTEM IS RECOMMENDED
FOR INSTALLATION AT THE LANDWARD EDGE
OF THIS LOW MAINTENANCE ZONE TO CAPTURE
AND FILTER RUNOFF. "NO MOWED OR CUT
VEGETATIVE MATERIAL SHALL BE DEPOSITED
OR LEFT REMAINING IN THE LOW MAINTENANCE
ZONE OR DEPOSITED IN THE WATER. CARE
SHOULD BE TAKEN TO PREVENT THE
OVER-SPRAY OF AQUATIC WEED PRODUCTS
INTO THE LOW MAINTENANCE ZONE.
SEE CIVIL PLAN DOE DETAIL.
12'C.T.
10'C.T.
12'C.T.
10'C.T.SOD68.06'67.70'
MULCH
PERIMETER LANDSCAPE REQUIREMENTS
1. NORTH PEREMITER
A.REQUIRED TREES ARE 1 PER 25 L.F. FOR 113' = 5 TREES
PROVIDED = 5 TREES
B.REQUIRED LANDSCAPE AREA IS 10 S.F. PER L.F. = 1,130 S.F.
PROVIDED = 1,225 S.F.
C.REQUIRED SCREENING: SOLID 6' HEIGHT FENCE, FINISHED SIDE OUT
PROVIDED = SOLID 6' HEIGHT FENCE, FINISHED SIDE OUT
2 EAST PEREMITER
A.REQUIRED TREES ARE 1 PER 50 L.F. FOR 68' = 2 TREES
PROVIDED = 2 TREES
B.REQUIRED LANDSCAPE AREA IS 5 S.F. PER L.F. = 2,595 S.F.
PROVIDED = 5,190 S.F.
C.REQUIRED SCREEN: NA
3. WEST PEREMITER
A.REQUIRED TREES ARE 1 PER 50 L.F. FOR 68' = 2 TREES
PROVIDED 2 TREES
B.REQUIRED LANDSCAPE AREA IS 5 S.F. PER L.F. = 2,840 S.F.
PROVIDED = 4,333 S.F.
C.REQUIRED SCREEN: NA
INTERNAL VEHICULAR USE LANDSCAPE RE)UIREMENTS
1.PUBLIC PARKING AREAS
A.10% LANDSCAPING AREA PER S.F. OF PARKING AREA
REQUIRED LANDSCAPE AREA = 6,390 X.10 = 639 S.F.
PROVIDED = 918 S.F.
B.25% REQUIRED PLANTINGS IN INTERNAL LANDSCAPE AREAS
REQUIRED LANDSCAPING 639 X .25 = 160 S.F.
PROVIDED = 270 S.F.
C.ONE TREE PER TERMINAL ISLAND
REQUIRED TERMINAL ISLANDS = 4 TREES
PROVIDED TERMINAL ISLAND TREES = 4
2 SHADE TREES 2 NON-SHADE TREES
D.ONE TREE PER 4,000 S.F.
REQUIRED 6,390 S.F. / 4,000 = 2 TREES
PROVIDED = 2+ TREES
ROW LANDSCAPE REQUIREMENTS
1.SOUTH PEREMITER
A.REQUIRED TREES ARE 1 PER 25 L.F. FOR 58' = 2 TREES
PROVIDED 3 TREES
B.REQUIRED LANDSCAPE AREA IS 10 S.F. PER L.F. = 2,290 S.F.
PROVIDED IS 4,833 S.F.
C.REQUIRED 75% SCREEN ALONG VUA
PROVIDED = VIBURNUM HEDGE
ONE TREE SHALL BE PLANTED AND/OR PRESERVED FOR EVERY
8,000 S)UARE FEET OF LOT AREA
A.10% LANDSCAPING AREA PER S.F. OF PARKING AREA
REQUIRED LANDSCAPE AREA = 6,390 X.10 = 639 S.F.
PROVIDED = 918 S.F.
NATIVE
Y
Y
Y
NATIVE
Y
Y
CANOPY
Y
N
N
N
SYMBOL CODE BOTANICAL NAME COMMON NAME NATIVE SIZE QTY
TREES
IAE Ilex x attenuatta `Eagleston`Eagleston Holly YES 3" Cal. / 10` Ht.29
JB Juniperus silicicola `Brodie`Brodie Southern Red Cedar YES 3" Cal. / 10` Ht.7
LN Lagerstroemia indica x fauriei `Natchez`Natchez Crape Myrtle NO 3" Cal. / 10` Ht.7
SS Sabal palmetto Cabbage Palmetto ---VARY CLEAR TRUNK, SEE PLAN FOR HEIGHT 4
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER NATIVE QTY
SHRUBS
IP Illicium floridanum Purple Anise TBD 18" Ht. Min.YES 30
VM Viburnum obovatum `Miss Shillers Delight`Small-Leaf Arrowwood TBD 18" Ht. Min.NO 19
SHRUB AREAS
MC2 Muhlenbergia capillaris Pink Muhly 3 gal.24" Ht. / Full 11
PLANT SCHEDULE
AREA
Y 171 s.f.
Y 99 s.f.
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF LANDSCAPE ARCHITECTPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1, 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.LA1
15LANDSCAPE PLANASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESEJLEJLEJL01-23-2423107ERIC J. LANEHART6666877----------------------------------------------------------------NOTE: If your approved building permit included hose bibs to meet your irrigation
requirement, and you will be installing an irrigation system instead of the hose bibs
shown on your approved plans, you must submit two (2) copies of the irrigation
system plans for review as a revision to your building permit (not your 10 set).
One approved copy will be returned to you after approval, and should be on site
for the landscape inspection. Your Landscape Inspection will not be passed if the
irrigation system is not installed per the approved irrigation plan.
IRRIGATION NOTE
S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1, 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMNOT FOR CONSTRUCTION. PERMIT PURPOSES ONLY.
SHEET No.:REVISIONSDESCRIPTIONDATENO.DATE:JOB No.:DSGN BY:DWG BY:CHK BY:OF LANDSCAPE ARCHITECTPREPARED FORCA#26535 FL.#S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1 (2), 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.LA2
15LANDSCAPE SPECIFICATIONS & DETAILSASH - ATLANTIC BEACHCITY OF ATLANTIC BEACHASH PROPERTIESEJLEJLEJL01-23-2423107ERIC J. LANEHART6666877----------------------------------------------------------------S:\PROJECTS\23000\23107 - ASH - ATLANTIC BEACH\ENG\DRAWINGS\CONSTRUCTION DOCUMENTS\16 - LANDSCAPE PLAN.DWG_L1 (2), 1/23/2024 11:58 AM, Sinem Bilgin, MATTHEWS | DCCM, INC.P.O. BOX 3126, 7 WALDO STREETST. AUGUSTINE, FL 32084PHONE: 904.826.1334 FAX: 904.826.4547INFO@MDGINC.COMSafety Flags
Existing Soil
Mulch
Soil Ring For
Water Collection
Burlap Layers (Five)
Bands Or Straps
Nails
Trunk
Existing Soil
30" Minimum Depth
Of Wood Stake
See Wood
Batten Detail
See Wood
Staking Detail
2 x 4 Wood Brace
2 x 4 x 12
Wood Batten
With Boards Positioned Face
To Face, Nail Brace Securely
To Wood Stake Below
Finished Grade
2 x 4 Minimum
Wood Stake
Soil Backfill
2 x 4 Wood Braces (Minimum
Of Three Wood Braces)
Spaced At 120° Apart. Saw
Cut Ends At Proper Angle To
Allow For Flush Connection To
Wood Batten. Nail Wood
Braces Securely To Wood
Batten
12x
PALM PLANTING
1/4" = 1'-0"1 P-CO-15
site conditions and all quantities indicated on these plans before
commencing any work. LANDSCAPE CONTRACTOR shall notify the
1. The LANDSCAPE CONTRACTOR is responsible for verifying project
LANDSCAPE ARCHITECT if soil conditions are poorly drained to
14. Sod areas shall be SPECIFIED Grass. Grass for sodding
shall be freshly cut in squares one foot wide by two feet long.
line to form a uniform layer. All uneven edges shall be squarely
18. The LANDSCAPE ARCHITECT, owner or owners representative shall
17. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to
16. The LANDSCAPE CONTRACTOR is responsible for fully maintaining
shall be guaranteed an additional one year from final inspection
be healthy plants and in flourishing condition of active growth for
work in accepted by the LANDSCAPE ARCHITECT and/or owner.
all plant material on site during and before planting, until the
not meet with the requirements of the specifications at any stage
have the right to reject any and all work which in his opinion does
trimmed to allow close and firm fitting of each piece.
15. Sod shall be laid end to end and side to side in a staggered
conditions. Dry, brown and unfresh sod will be rejected.
19. There will be special care to all existing trees to be
proper drainage shall be brought to the attention of the LANDSCAPE
proper surface drainage of planted areas. Any discrepancy in the
drawings, obstruction on the site, or prior to work done by any
other party, which the CONTRACTOR feels precludes establishing
ARCHITECT for correction or relief of said responsibility.
7. Planting beds shall be cut or edged to form a uniform clean
6. LANDSCAPE CONTRACTOR shall bear final responsibility for
5. Substitution of plant materials will not be permitted unless
authorized in writing by the LANDSCAPE ARCHITECT. If proof is
submitted that any plant specified in not obtainable, a proposal
will be considered for use of the nearest equivalent size or
variety with corresponding adjustment of contract price.
4. Plants shall be sound, healthy and vigorous, well branched and
densely foliated when in leaf. They shall be free of disease,
insects, eggs or larvae and shall have healthy, well developed root
systems. They shall be free from physical damage or adverse
nursery grown in accordance to Florida Grades and Standards
2. All plant material shall be Florida Grade No. 1 or better
13. Rough grades will be established by the owners general
12. The LANDSCAPE CONTRACTOR is responsible for all fine grading
contractor at approximately 3 inches below curbs, sidewalks,
hardscape amenities, mowing strips and abutments. All materials
preparation for planting. Apply pre-emergent to all beds prior to planting.
ninety (90) days from final inspection and acceptance. All trees
retained on site to avoid construction damage.
conditions that would prevent thriving growth.
Sod shall be healthy, free of insects and weeds, in naturally flourishing
PLANTING NOTES
of the project operation.
and acceptance.
line between beds and lawn areas.
determine is substitution of materials is necessary.
materials shall be "hardened off" root pruned during field
3. All plant material shall be container grown or B&B. B&B
production and shall be dug at least several weeks before
8. After all plant material in a plant bed area has been installed and
approved, the areas between plants shall be raked to an even grade to
conform to premulching finish grades. All planting beds and plant saucers
shall then be uniformly covered with a minimum three (3) inches
of #2 grade or better of PINE BARK MINI NUGGETS.
9. Before fertilization a soil and/or foliar nutrient analysis shall be
performed to determine whether phosphorus fertilizer with 30% slow
release nitrogen will be required. All planting bed areas shall be fertilized
approximately 4-6 weeks after installation.
planting hole. If soil is badly contaminated, good quality soil shall be used
as replacement after contaminated soil has been completely removed from
planting area.
10. Plant material soil shall be "native" soil that was removed from the
hand or irrigation system each day for two weeks. After approximately one
month of installation, sodded areas shall then be top dressed with a 15-0-15
commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square
11. After sodding is completed, the entire side areas shall be watered by
feet of area in an evenly broad-case pattern.
shall be a minumim 30" from buildings or walks.
SHRUB/GROUNDCOVER SPACING PLANSHRUB AND GROUND COVER PLANTING DETAIL
MULTIPLE STEM TREE PLANTING
FINISH GRADE
2X
1X
FLEXIBLE NYLON STRAPPING MATERIAL
TIED TO SAME TRUNK, 3 STRAPS
MINIMUM SPACED EQUPLLY AROUND
TREE. PROVIDE ADDITIONAL STRAPS TO
STABILIZE LARGER TREES.
2" x 4" x 30" WOOD STAKE- NOTCH TO
PREVENT STRAP FROM SLIPPING. BURY TO
ELIMINATE TRIPPING HAZARD.
ANCHORS MAY BE USED WITH 500 LB MIN.
RATING, INSTALL 3 FT MIN. BELOW GRADE
AT 45 ANGLE.
EXISTING SUBGRADEBACKFILL
UTILIZE SOIL REMOVED FROM
EXCAVATION, INTERMIXED
WITH COMPOST SOIL MIX
LAYER
6" HT. TEMPORARY
EARTH SAUCER SPECIFIED CL.TRUNK HT.OVERALL HT.SPREAD
NOTES:
N.T.S.
TOPMOST ROOT-ROOT FLARE SHALL BE MADE VISIBLE PRIOR TO PLANTING.
PLANT TOP OF ROOT BALL 2" ABOVE FINISH GRADE.
TREE PLANTING - SINGLE TRUNK
BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE.
UNDISTURBED SUBGRADE
MULCH
3" LAYER OUTSIDE
OF ROOTBALL
1" MAX. LAYER OVER
ROOTBALL
3X - LIMITS OF MULCH
(WHEN NOT IN PLANTING BED)
COMPOST MIX
3" LAYER SPREAD BEFORE
EXCAVATING PLANTING
HOLE.
FINISH GRADE
2X
1X
FLEXIBLE NYLON STRAPPING MATERIAL
TIED TO SAME LEADER, 3 STRAPS MIN.
SPACED EQUPLLY AROUND TREE
2" x 4" x 30" WOOD STAKE-
NOTCH TO PREVENT STRAP
FROM SLIPPING. BURY AS TO
ELIMINATE TRIPPING HAZARD
REMOVE TOP 1/3 OF BURLAP AND
WIRE. REMOVE SYNTHETIC
MATERIALS AND OTHER MATERIALS
THAT WILL NOT DECOMPOSE.
BACKFILL
UTILIZE SOIL REMOVED FROM
EXCAVATION, INTERMIXED
WITH COMPOST SOIL MIX
LAYER
6" HT. TEMPORARY
EARTH SAUCER
MULCH
3" LAYER OUTSIDE
OF ROOTBALL
1" MAX. LAYER OVER
ROOTBALL
3X - LIMITS OF MULCH
(WHEN NOT IN PLANTING BED)
COMPOST MIX
3" LAYER SPREAD BEFORE
EXCAVATING PLANTING
HOLE.
ROOT DEFECTS - INSPECT ROOT BALL FOR ROOT DEFECTS, CUT ROOTS WHERE THEY
BEGIN TO KINK OR CIRCLE. ROOT BALL SHALL COMPLY WITH FLORIDA GRADES AND STANDARDS.
STAKE ABOVE FIRST STRONG BRANCHES TO PROVIDE FIRM SUPPORT.
NOTES:
TOPMOST ROOT-ROOT FLARE SHALL BE MADE VISIBLE PRIOR TO PLANTING.
PLANT TOP OF ROOT BALL 2" ABOVE FINISH GRADE.
BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE.
ROOT DEFECTS - INSPECT ROOT BALL FOR ROOT DEFECTS, CUT ROOTS WHERE THEY
BEGIN TO KINK OR CIRCLE. ROOT BALL SHALL COMPLY WITH FLORIDA GRADES AND STANDARDS.
STAKE ABOVE FIRST STRONG BRANCHES TO PROVIDE FIRM SUPPORT.
NOT FOR CONSTRUCTION. PERMIT PURPOSES ONLY.