1519 JORDAN ST 17-DRTV-293 DWGS1SITE DEVELOPMENT PLANS
FOR
1519 JORDAN STREET
RESIDENCE
ATLANTIC BEACH, FL
PREPARED FOR
BEACHES HA3ITAT FOR HUMANITY
1671 IFRANCIS AVENUE
ATLANiTIC BEACH, FL 32233
yrs\Bill Shields\G000le Drive\1-Drawings\ACE, Inc\ACE-16009 Jordan Street\16009 Civil 2015-05-06.dwg,l1 5/6/2016 4:39:56 PM
GARY A. ABBEY, P.E.
REG. NO. 56819
'Edgar St -- Edgar St
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GARY A. ABBEY, P.E.
REG. NO. 56819
SHEET INDEX
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EXISTING CONDITIONS AND DEMOLITION PLAN
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REG. NO. 56819
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EXISTING MAILBOX TO
BE REMOVED
EXISTING TREE TO BE
REMOVED (TYP.)
THE NORTH 64.72 FEET OF LOT 3
EXISTING CONCRETE EXISTING HOUSE AND
M-11IL JA V SKIM IAIAJ I/ �- CONCRETE PADS TO
�- SILT FENCE (TYP.)
TREE BARRICADE (TYP.)
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LOT 1
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DONNER's ROAD
40 RIGHT OF WAY
PAVED PUBLIC ROAD
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MAP SHOWING SURVEY OF
THE SOUTH 15.78 FEET OF LOT 3, TOGETHER WITH THE NORTH 34.22 FEET OF LOT 2, BLOCK 2, ED SMITH SUBDIVISION, AS RECORDED IN PLAT
BOOK 26, PAGE 50 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
NOTES:
1. THIS IS A BOUNDARY SURVEY WITH TREE AND TOPOGRAPHIC LOCATION.
2 BEARINGS ARE BASED ON THE EAST RIGHT OF WAY LINE OF JORDAN STREET, BEING NORTH 00°1600' WEST, AS PER PLAT.
3. NO BUILDING RESTRICTION LINES PER PLAT.
4. BENCHMARK USED IS A MAG NAIL AND DISK IN THE WEST SIDE OF A WOOD POWER POLE ADJACENT TO THE SOUTH LINE OF THE
SURVEYED PROPERTY. ELEVATION= 15.76 (N.G.VD.1929)
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 'X' (AREA OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL
AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP ND.12031C0408H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA.
FILE: 2015-704
BOATWRIGHT LAND SURVEYORS, inc.
1500 ROBERTS DRIVE
JACKSONVILLE BEACH, FLORIDA
241-8550
OPTIONAL POST POSITIONS
PRINCIPLE POST POSITION
COUNTER 20° TOWARD FLOW
I I FILTER FABRIC
LOT 13 I I / / SILT FLOWSILT FLOW
POST (2" X 4" OR
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WOOD -STEEL 1.33 6'MAY
LBS/FT. MIN)
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SEC. 985 FDOT SPEC.)
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SCALE IN FEET
TYPE III SILT FENCE DETAIL
NOT TO SCALE
GARY A. ABBEY, P.E.
REG. NO. 56819
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POST (2" X 4" OR
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NOT TO SCALE
GARY A. ABBEY, P.E.
REG. NO. 56819
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THE NORTH 64.72 FEET OF LOT 3
(N89 -38'19"E 99.97' FIELD)
ENCE
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C:\Users\Bill Shields\Google Drive\1-Drawings\ACE, Inc\ACE-16009 Jordan Street\16009 Civil 2015-05-06.dwg, 5/6/2(16 4:39:57 PM
DONNER'S ROAD
40' RIGHT OF WAY
PAVED PUBLIC ROAD
LOT 13
ZONING: RESIDENTIAL GENERAL (RG)
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LAND USE: LOW DENSITY RESIDENTIAL (RL)
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SITE AREA SUMMARY:
FOUND 1/2"
14"
5,000 SF
EXISTING PERCENT IMPERVIOUS:
^y
,SIR( fN PIPE, CA
�S" LB6645
SPINE
Ism
BUILDINGS:
1,594 SF
x`�
345 SF
Com'
1,939 SF
PROPOSED PERCENT IMPERVIOUS:
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THE NORTH 64.72 FEET OF LOT 3
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ENCE
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SEWER SERVICES.
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DONNER'S ROAD
40' RIGHT OF WAY
PAVED PUBLIC ROAD
LOT 13
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TOTAL SITE:
5,000 SF
EXISTING PERCENT IMPERVIOUS:
36.9%
PROPOSED IMPERVIOUS AREA:
c'
BUILDINGS:
1,594 SF
PAVEMENTS AND SIDEWALKS:
345 SF
TOTAL:
1,939 SF
PROPOSED PERCENT IMPERVIOUS:
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1,939 SF / 5,000 SF =
38.9%
RETENTION BASIN CALCULATIONS:
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VOLUME REQUIRED:
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TOTAL VOLUME REQUIRED:
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VOLUME PROVIDED:
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ELEV.14.5 SF
TOTAL VOLUME PROVIDED:
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CONSTRUCTION PARKING WILL
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REPAIR AND RE -GRASS RIGHT
OF WAY TO ORIGINAL CONDITION
CON4TRUCTION POD
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DONNER2S ROAD
40' RIGHT OF WAY
PAVED PUBLIC ROAD
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CONNECTION IF NONE EXIST)
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LBR4
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DONNER2S ROAD
40' RIGHT OF WAY
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LABELED'SEWER°
/- FINISHED GRADE
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CL 0
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CONNECT TO EXIST. SERVICE WITH
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WITH STOPPER FOR FUTURE
CONNECTION IF NONE EXIST)
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UNDISTURBED SOIL
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NOT TO SCALE
6" PORTLAND CEMENT
CONCRETE, 3000 PSI
LOT 13
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LBR4
CONCRETE PAVEMENT SECTION
NOT TO SCALE
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REG. NO. 56819
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ONS OF CITY
GENERAL NOTES: /E SECTI '
NT
1 ALL WORK AND STANDARD DETAILS. THEORK SHALL ALSO BE ACCORDANCE
ED AND TESTED IN ACCORDFNCE WITH THE FRECOMMENDATIONS SET FATLANTIC BEACH OR H N THE GEOTECHN(LATEST REVISION) ICNAL INVESTID ALL GATION
CITREPORT PROVIDED BY OWNER, IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS.
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
FOR ANY WITH OS H� RIES OF HIS EMPLOYEES, FLRDIAN TRENCH STO PRIVATE AFETY ACT MUST BE INCLUDEDORPE IN(f HEDURO DURING THE COURSE
R E OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING
AND
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE
EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE R SUBSURFACE, 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 THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO
STING CCTJDITIONS PRIOR CONSTRUCTION, AND TO AID IN RE50LVING POSSIBLE FUTURE
TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF THE PROJECT TO RECORD EXI
COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT.
IRE
GEOTECHNICAL ASSISTANCE
4 IT SHALL BE THE NSIBILITY TO EITHER CONDUCT ANY FIELD
AMOUNT OF UNSUITABLE CMATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE TN'E AMOUNT OF,TION OR UOFF 3 E BORROW THAT WILL BE REQUIRED,
�D TO ESTIMATE THE
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND THE CITY OF ATLANTIC BEACH FOR A PERIOD Of ONE YEAR FROM DATE OF
ACCEPTANCE BY THE OWNER AND THE CITY OF ATLANTIC BEACH.
6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.1929),4S DETERMINED BY BOATWRIGHT LAND SURVEYORS, INC., FILE NUMBER 2015 704, DATED
JUNE 11, 2015.
7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYOR! INC., FILE NUMBER 2015-704, DATED JUNE 11, 2015,
B. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PER ORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC
LITY
BEACH MATERIAL TESTING.
E TING.IS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT PRIOR TO LIMEEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEERIHALLNMAKE RECOMMENDATION OR UNDERDRACHES LOCATED IN PAVEMENT AREAS NP PLACEMENTETE . AND ALL
OTHER MATERIAL
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 THE WORK WITIN CITY OF ATLANTIC BEACH OR Sl ATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND
METHOD OF CONSTRUCTION AND REPAIR.
D' EASEMENTS. ALL'UNOBS'IRUCTED'EASEMENTS TO BE CLEAR AND DRIVEABLE,
11, ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTE
12. "AS -BUILT DRAWINGS - AS-BUILTS TO THE 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 CONTRACTORS RE:;PONSIBILITY 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 STANDARDS AND
SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY'i 0 PROCESS THE'AS-BUILT DRAWINGS FOR APPROVAL BY THE CITY Of ATLANTIC BEACH.
13, SUBMITTAL OF AS -BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRIOR TO fiCHEDULING A FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE
FIRE MARSHALL.
14. 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
15. ALL CLEARING AND RUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY
N
OR EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT.
16 ALL AREAS SHOWN E IN ACCORDANCE T
FILLED SHALL BE CLEARED H AND GRUBBED IN THE GEOTECHNICAL ACCORDANCE
WIT
PI CITY
OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL
ILL COMPACTED AND
17. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUhIENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WT. ITH THE
SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT.
18. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFFSITE BY CONTIlACTOR.
,...a.., ct..t\l r,nn9 civil 2015-05-06.dwg, 51;6/2016 4:39:58 PM
19 A[ I. EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER.
20. Al L EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED,
21. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHALL.
22. ROADWAY UNDER DRNS CHNIM ENGINEER DURING
CONTRACTOR SHALL SHALL
ENGINEER IF IGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION STRUCTION. THE
ON 0 E ROADWAY SUB -BASE
23. PROVIDE CONTRACTION JOINTS AT 5 O.C. AND EXPANSION JOINTS AT 24'0.C. ON ALL EXTERIOR SIDEWALKS AND CURBING.
24, MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 60D, LATEST EDITION.
25. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEXES 11 B60,17346, AND 17352,
26. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAYISITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE
HYDRO -BLASTING METHOD.
27, ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS,
28. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION.
GARY A. ABBEY, P.E.
REG. NO. 56819
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GENERAL NOTES FOR WATER AND SEWER INSTALLATION:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE ONE -CALL SEI
2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILI
3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIF
ER CITY OF ATLANTIC
4 ALL WATER AND SEWER WORK SHALL BE AS BEACH REFERENCES JEA SPECIFICATIONS WITH EXCEPTIONS AS SH OWN
WITHOUT
5 UTILITY NOTIFICATION ISCTOR SHALL NOT COMMENCE KPRIOR l
S R QU R D BEFORE ANY LINES ARE CON CONNECTED TO E
R FROM
6 MAINS ARE DESIGNED GNEDNS ATO FINISHL HAVE A ED GRADE E
ALL WATER GRADE AND SHALNIMUM OF L BE PROTECTED FINISHED
7, HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN COD
(1) HORIZONTAL EEN UNDERGROUND WATER MAINS AN
WATER PIPELINES, AND OON SITE SEWAGE TREATMENT AND DISPOSALS
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LA
THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPC
REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE U
FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OL
(C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE L
BETWEEN THE OUTSIDE OF HE WATER MAIN AND THE OUTSIDE
FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT
LDISTANCE AID AT LEASBETWEEN DGRAVITY ITAR
IX INCHES ABOVE THE OF THE SEWER.
(D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE I
THE WATER MAIN AND AL PARTS OF ANY EXISTING OR PROPOS
F.S., AND RULE 64E.6.002, F.A.C.
(2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND
WATER PIPELINES.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING
TSIDE OF THE WATER MAIN IS AT LEA
OF TLL BE E OTHER EIR PIPELINE.D SO THE UHOWEVER, IT IS PREFERABLE TO LAY
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSINC,
sTOROR BEnLOW THE OUTSIDE OF HE OTHER PIPELINE. CONVEYINGWATER FORCE MAIN, OR PIPELINE HOEVER,
(C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AN
OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR I
BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEASI
STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECU
FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY S
REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
OF AL UTILITIES AND FOR DAMAGE TO EXISTING UTILITIES CAUSED BY HIS
139.4770)48 HOURS IN ADVANCE OF WORK.
RIZE HIMSELF WITH JOB SITE CONDITIONS.
:D IN THE CIN OF ATLANTIC BEACH ND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB.
STANDARDS AND SPECIFICATIONS UNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC
IN THE PLANS, OR IN THE NOTES.
CE TO THE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT (247-5834). TWO DAYS
:EXISTING UTILITY SYSTEM.
')RADE IN UNPAVED AREAS AND 36" MINIMUM COVER IN PAVED AREAS. WATER AND SEWER
)M DAMAGE UNTIL ALL WORK IS COMPLETED.
62-555.314 (F.A.C.) LOCATION OF PUBLIC WATER SYSTEM MAINS:
SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED
TO PROVIDE A EE FEET
ETWEEN THE
OF
IDE
D STORM SEWER, HORIZONTAL
R FORCE MAIN, R PIPESTANCE OF AT LEAST LINE NE CON VEY NG RECLAIMEDSWATER
) TO PROVIE A HORIZONTAL DISTANCE OF AT SIDE OF AND LEAST PREFERABLY TEN
EXISTING OR PROPOSED VACUUM TYPE SANITARY EWER
D TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET,
F ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASEWATFR
EGULATED UNDER PART IIISEWERS SHALL BE REDUCEDFTOHTHREE FEET WHERE THE BOTTOM OFF THEPTER 62-610, F.A.C. THE MINIMUMO WATER MASEPANISION
) TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF
"ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2),
ARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED
4NY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER
T SIX INCHES, AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE
THE WATER MAIN ABOVE THE OTHER PIPELINE.
ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR
WATER I REFERABLE TO LAY T WATER MAIN ABOVE THE OTHER PIPELINE. LEAST 12 INCHES ABOVE
N IS AT
T IS PEE
(B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE
5 POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL
THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS,
ST SIX
!WFRS. WASTEWATER FORCE MAINS, OR PIPELINET III OF S CONVEYING RECLAIMED WATER NOTFEET
5/6/2016 4:40:00 PM
GARY A. ABBEY, P.E.
REG. NO. 56819
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