HomeMy WebLinkAboutStamped Approved PlansMARIAH CIRCLE
(70' R/W)N 38TH STREET(65' R/W)N90°00'00"E 130.00'N0°00'00"E90.00'N90°00'00"E 130.00'S0°00'00"E190.00'N90°00'00"W 260.00'N0°00'00"E100.00'LOT 23
BLOCK 2
LOT 24
BLOCK 2
LOT 5
BLOCK 2
LOT 20
BLOCK 2
SIRC 1/2"
(LB 6912)
FIRC 1/2"
(RLS 2391)
FCM
(NO ID)
SIRC 1/2"
(LB 6912)
SIRC 1/2"
(LB 6912)
FIRC 1/2"
(ILLEGIBLE)N 39TH STREET(70' R/W)#3805
ONE STORY CBS
WAREHOUSE
OVERHANG
WP
AC
OVERHANGOVERHANG
EX. CONCRETE &
ASPHALT PAVEMENT
14.04'21.02'21.02'21.96'
14.04'
71.04'42.78'42.78'STEELCONTAINERALUMINUMCONTAINERALUMINUMCONTAINERALUMINUMCONTAINERALUMINUMCONTAINERALUMINUMCONTAINERALUMINUMCONTAINERALUMINUMCONTAINERSTEELCONTAINERSTEELCONTAINER23.76'15.22'14.52'14.52'14.52'13.22'13.22'13.23'15.22'15.22'EX. CONCRETE & ASPHALT PAVEMENT
15' LANDSCAPE BUFFERREMOVE EX. PAVEMENT
(SAWCUT FULL DEPTH)
10.50
2.79
INCLUDED IN 2014 PERMIT
APPROVAL (3 CONTAINERS)
REQUESTING APPROVAL
(THIS PERMT APP.)
NEW IMPERVIOUS AREA
NOT PREVIOUSLY
APPROVED
(3,899 s.f.)
3 SPACES @ 10'
HC.
SPACE
12'
REQ'D 4" WHITE
PAVEMENT MARKING
11.96'
EX. MECH. PADS
(TYP.)26.00LOADING ZONE
12.0030.00 18.005'5'EX. STAIRS
GRASS
GRASS GRASSGRASS
GRASS
18.003068EX. DOOR
ADA ACCESSIBLE ROUTE
15'
REMOVE EX. PAVEMENT
RELOCATE EX. FENCE
WITHIN PROPERTY LINE
PARALLEL PARKING SPACES 8'x23' (3 EA.)32.98'REQ'D 10' LANDSCAPE BUFFER w/ 8' HIGH
FENCE PER 2014 APPROVAL
(REPLACE/ADD LANDSCAPING PER 2014 PLAN)
REQ'D 15' LANDSCAPE BUFFER w/ 8' HIGH
FENCE PER 2014 APPROVAL
(REPLACE/ADD LANDSCAPING PER 2014 PLAN)
REQ'D RETENTION
SWALE
(1' DEPTH)
896 C.F. VOLUME
1V:4H SLOPE (MAX.)
REQ'D RETENTION SWALE
(1.5' DEPTH)
880 C.F. VOLUME
1V:4H SLOPE (MAX.)
REQ'D RETENTION SWALE
(1.0' DEPTH)
220 C.F. VOLUME
1V:4H SLOPE (MAX.)
EX. DRAINAGE
STRUCTURE (V.I.F.)
R=30'26.39REQ'D 12"Ø ADS N-12 PIPE
(TYP.)
REQ'D 12" NYLOPLAST DRAINAGE
STRUCTURE (TYP.) 6 EA.FILE:DATE:TIME:APPROVED BYCHECKED BYDATE
SHEET NO.
PROJ. NO.DRAWN BYTHIS SHEETS:\CADD\WE Brothers\Xref\We bro- Base.dwgSEAL7/15/20204:16:35 PM19-2480
09/20/2019SCALE:DATECOMMENTSREV.We Brothers, Inc.3805 MARIAH CIRCLE. FORT PIERCE, FLORIDA 34947700 22nd Place, Suite 2C/2DVero Beach, Florida 32960100 Federal Highway, Suite BLake Park, Florida 334034620 Lipscomb Street NE, Suite 2Palm Bay, Florida 32905PHONE: 772.226.7282C.A. #: 30698WEBSITE:www.MillsShortAssociates.comPROJECT DATA:
SITE ADDRESS:
3805 MARIAH CIRCLE
FORT PIERCE, FLORIDA, 34947
OWNER:
WE BROTHERS ENTERPRISE. INC.
PO BOX 530743
LAKE PARK, FLORIDA, 33403
ENGINEER:
MILLS, SHORT & ASSOCIATES, LLC.
700 22ND, STE 2C
VERO BEACH, FLORIDA, 32960
772.226.7282
SURVEYOR:
KNOW IT NOW, INC.
5220 US HIGHWAY 1, #140
VERO BEACH, FLORIDA, 32967
888.396.7770
PARCEL I.D.:
2408-601-0022-000-3
ZONING:
INDUSTRIAL, LIGHT
LAND USE:
INDUSTRIAL IND
OVERLAY ZONING:
JENKINS ROAD
AIRPORT OVERLAY ZONE
LEGAL DESCRIPTION:
LOTS 1, 2, 3, 4, 21, AND 22, BLOCK 2, WESTWOOD,
ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED
IN PLAT BOOK 6, PAGE(S) 17, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.; LESS THE NORTH 10-FEET OF
LOT 1, BLOCK 2, WESTWOOD SUBDIVISION, AS RECORDED
IN PLAT BOOK 6, AT PAGE 17; LESS THE EAST 5-FEET
THEREOF; AND TOGETHER WITH THE EAST 5-FEET OF LOTS
1, 2, 3 AND 4, BLOCK 2, WESTWOOD SUBDIVISION, AS
RECORDED IN PLAT BOOK 6, AT PAGE 17; AND TOGETHER
WITH THE WEST 5-FEET OF LOTS 21 AND 22, BLOCK 2,
WESTWOOD SUBDIVISION, AS RECORDED IN PLAT BOOK 6,
AT PAGE 17.
SITE DATA:
ACTUAL BUILDING HEIGHT: 21.5 FT,
(MAX. BUILDING HEIGHT 50 FT)
ACTUAL CONTAINER HEIGHT : 10 FT
UTILITY PROVIDERS:
ELECTRICAL:FPUA
WATER:FPUA
SEWER:ON-SITE SEPTIC & DRAINFIELD
TELEPHONE:BELL SOUTH
SOLID WASTE:FORT PIERCE SOLID WASTE
NOTE: ALL UTILITIES SHALL BE INSTALLED UNDERGROUND.
PARKING SPACES REQUIRED:
0.65 SPACES PER 1,000 S.F.
(12,118 SF x 0.65 / 1,000 = 7.87 or 8 SPACES)
PARKING SPACES PROVIDED:5 EX. STANDARD; 1 HC
REQ'D NEW PARKING SPACES: 3 STANDARD
TOTAL SPACES PROVIDED: 8 SPACES40'
SCALE:1'' = 20'
0 20'10'
C-1SITE PLANSEE SHEETJWMJWMSITE COVERAGE (EXISTING)S.F.ACREAGE % OF SITE
TOTAL SITE 37,700 0.86 100
EXISTING BUILDING 6,969 0.160 18.49
COVERED ENTRY 144 0.003 0.38
EXIST. CANOPY 1,060 0.002 2.81
EX. PAVED AREA 15,392 0.353 40.83
STORAGE CONTAINERS 1,043 0.024 2.77
TOTAL IMPERVIOUS AREA 24,608 0.565 65.27
TOTAL OPEN SPACE 13,092 0.301 34.73
TOTAL LOT COVERAGE 9,216 0.212 24.45
PROP. CONTAINERS 2,492 0.057 6.61
PROP. PAVEMENT 1,486 0.034 3.94
PROP. SOUTH OVERHANG 840 0.019 2.23
PROP. EAST OVERHANG 240 0.006 0.64
EX. PAVEMENT (REMOVED)983 0.023 2.61
NEW IMPERVIOUS AREA 4,075 0.094 10.81
TOTAL OPEN SPACE 9,017 0.207 23.92
TOTAL LOT COVERAGE 12,789 0.294 33.92
GENERAL NOTES:
1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST JURISDICTIONAL STANDARDS AND FDOT.
2.PAVEMENT STRIPING TO BE IN ACCORDANCE WITH JURISDICTIONAL SPECIFICATIONS AND WITH THE FLORIDA D.O.T. ROADWAY & TRAFFIC STANDARDS,
INDEX 17346.
3.ALL TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
4.WHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND, IT SHALL BE REMOVED AND REPLACED WITH QUALITY BACKFILL MATERIAL OBTAINED FROM THE
GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE ENGINEER. THE ORGANIC MATERIAL SHALL BE THEN USED AS TOP DRESSING WHEN MIXED
WITH CLEAN SANDY SOIL.
5.THE CONTRACTOR SHALL NOTIFY JURISDICTIONAL PUBLIC WORKS DIVISION AND MILLS, SHORT & ASSOCIATES AT LEAST ONE WEEK BEFORE
COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL OBTAIN AN FDOT R/W PERMIT PRIOR TO COMMENCING WORK WITHIN FDOT
RIGHT-OF-WAY'S.
6.CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT
LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS.
9.NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
10.CONTRACTOR SHALL SUPPLY DENSITY TEST TO ENGINEER ON ALL SUB-GRADE AND BASE. TEST SHALL BE PREPARED PER AASHTO T-180 METHOD.
11.SLOPE GRADES FROM ELEVATIONS SHOWN TO THE EXISTING GRADE AT PROPERTY LINE.
12.CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTIONS.
13.ANY EXISTING FLOW WELLS SHALL BE PLUGGED AS PART OF SITE DEVELOPMENT.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE
CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR
SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER
DELETERIOUS MATERIAL.
15.EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND
UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES
IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR
SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE
OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO
SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION
OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.
16.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR
NEAR THE CONSTRICTION AREA BEFORE COMMENCING WORK.
17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.
AS-BUILT NOTES:
1.THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE
ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS.
A.DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
B.DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, WATER, REUSE AND WASTEWATER
PIPING AND RELATED APPURTENANCES. ALL PIPING LOCATIONS INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND
APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW
ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC.
C.DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE
ORDER.
D.DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND
PIPING RELOCATION SHALL BE CLEARLY SHOWN.
E.LOCATION OF ALL INLETS AND MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM
AT LEAST TWO PREFERABLY THREE PERMANENT POINTS.
F.DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE VERIFIED AND SHOWN. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS,
CONTROL STRUCTURES AND MANHOLES SHALL BE SHOWN.
G.CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY FOR POND GRADING. SPOT ELEVATIONS SHALL BE TAKEN AT TOP OF BANK, POND BOTTOM, AND
ALL GRADE BREAKS AT 50' INTERVALS.
H.DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER MAIN AND STORM DRAINAGE/SANITARY
SEWER/RECLAIM WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA.
I.WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT
DRAWINGS SHALL CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS IN SUCH A WAY THAT THE VERTICAL SEPARATION BETWEEN THE WATER
MAIN AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR
EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER.
J.WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS-BUILT
DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL
THE CROSSING, FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO
ADDITIONAL COST TO THE OWNER.
2.EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING "THESE AS-BUILT
DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED".
CLEARANCES:
1.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING 90 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR
CERTIFICATION OF COMPLETION APPROVAL DATE.
2.THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL UTILITY IMPROVEMENTS, PRESSURE TESTS,
BACTERIOLOGICAL TESTS, AND ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS WITH F.D.E.P. AND THE LOCAL UTILITY
PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION
AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL STORM WATER SYSTEM IMPROVEMENTS AND
ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE
PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION
APPROVAL DATE.
DEMOLITION NOTES:
1.ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
2.REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS
OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE
TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME
ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND
DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR
TO REMOVAL OF SAID ITEMS.
VICINITY MAP
SCALE: N.T.S
SITE LOCATION
SETBACKS:
REQUIRED PROVIDED
FRONT (S)25'42.78'
REAR (N)20'31.02'
SIDE (E)20'14.04'
SIDE (W)10'11.96'
PROJECT SCHEDULE:
START DATE: MARCH 1, 2020
END DATE: JANUARY 1, 2021
LANDSCAPE NOTES:
THE LANDSCAPE SHALL BE BROUGHT IN COMPLIANCE WITH LAND DEVELOPMENT CODE 7.09.00,
INCLUDING MAINTAINING THE EXISTING LANDSCAPE IN A GOOD CONDITION SO AS TO PRESENT A
HEALTHY, NEAT, AND ORDERLY APPEARANCE, AND REPLACEMENT OF ALL UNHEALTHY AND DEAD
MATERIAL.
WITHIN 60 DAYS OF APPROVAL, ALL CATEGORY I INVASIVE PLANT SPECIES SHALL BE ERADICATED
FORM THE SITE.
INTERIOR VEHICULAR USE:
3,899 S.F. OF NEW INTERIOR VEHICULAR USE ARE: 3 ADDITIONAL TREES REQUIRED
CONTRACTOR SHALL INSTALL 3 OAK TREES IN ADDITION TO ENHANCEMENTS REQUIRED PER 2014
APPROVAL.2/7/20PER DRC COMMENTSSTORMWATER TREATMENT REQUIREMENTS:
EXISTING RETENTION VOLUME PER 2014 APPROVAL = 1,296 C.F.
(6.75 S.F. x 192')
REQ'D ADDITIONAL TREATMENT
3,899 S.F. NEW IMPERVIOUS SURFACE * 2 * .083' = 650 C.F.
REQ'D OVERALL RETENTION VOLUME = 1,946 C.F.
PROVIDED OVERALL VOLUME: 1,996 C.F.05/11/20PER DRC COMMENTS (2nd Round)07/14/20PER DRC COMMENTS (3rd Round)PROPOSED LANDSCAPE SCHEDULE
SCIENTIFIC NAME COMMON NAME SIZE SPACING SPECIES DROUGHT TOLERANCE QUANTITY
Quercus Virginiana LIVE OAK 12' x 5', 2.5" DBH min.AS NATIVE VERY DROUGHT
TOLERANT 3
1.9.20