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CODISCO I ( N.B.P., Ltd.
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LOT 10
RI-I.P., Ltd. PLANNED
. F.H.
(LOT 10)
NO. 6103ACTB-24X36
1
DESCRIPTION
FROM THE SOUTHEAST CORNER OF NORTHSTAR BUSINESS PARK PHASE ONE, AS
RECORDED IN PLAT BOOK 41 PAGES 72 AND 73, PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA, RUN S.89039.40"W. ALONG THE SOUTH LINE OF SAID NORTHSTAR
BUSINESS PARK PHASE ONE 370.32 FEET TO THE POINT OF BEGINNING ON THE
WESTERLY RIGHT-OF-WAY LINE OF CENTRAL PARK DRIVE, SAID POINT BEING ON A
CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1530.00 FEET; THENCE
FROM A TANGENT BEARING OF S.03o07'17" E. RUN SOUTHEASTERLY ALONG THE ARC OF
SAID CURVE 306.90 FEET THROUGH A CENTRAL ANGLE OF 11°29'35" TO A POINT;
THENCE LEAVING SAID CURVE RUN S.89039'40"W. 31.00 FEET; THENCE
S.00020'20"E. 34.00 FEET; THENCE. S.89-39'40"W. 289.83 FEET; THENCE
N.00919'18"W. OF 337.00 FEET TO THE SOUTHWEST CORNER OF SAID NORTHSTAR
BUSINESS PARK PHASE ONE; THENCE RUN N.89*39'40"E. ALONG SAID SOUTH LINE OF
NORTHSTAR BUSINESS PARK PHASE ONE 27�.27 FEET TO THE POINT OF BEGINNING.
CONTAINING 2.2634 ACRES MORE OR LESS.
THE ABOVE DESCRIPTION BEING LOT 9, OF THE UNRECORDED PLAT OF NORTHSTAR
j BUSINESS PARK PHASE TWO, SEMINOLE COUNTY, FLORIDA.
LAND USE DATA:
I
REQUIRED
ALLOWABLE
PROVIDED
ZONING
RI-1
RI-1
LOT COVERAGE BY STRUCTURES
35%
27.5%
STRUCTURE FLOOR AREA
27,550 S.F.
HEIGHT
50 FT.
22 FT.
SETBACKS
FRONT
25 FT.
64 FT. (MIN)
REAR
20 FT.
119.83 FT. (MIN)
SIDE INTERIOR
10 FT.
10 FT. (MIN)
PARKING SPACES
WAREHOUSING
25
40
HANDICAP
1
2
INTERIOR LANDSCAPE AREA
1,142 S.F.
IMPERVIOUS COVERAGE
80%
77,3% I
NOTES:
1. SOCIIt": OF BOUNDARY AND TOPOGRAI'DIC SURVEY IS DENR1C11,
TROTTER. CARTER h AYERS, INC. BOUNDARY AND TOPO
PREA'ARI:D FOR NORTHSTAR IIUSINOSS PARK AND SUBSEQUENTLY"
PROVIDIA) BY NORTHSTAR BUSINESS PARK TO LOT 9 OWNERS.
2. VFRll) FCCICTENUE, AND LOCATION OF ALI. UTILITII•:S PRIOR
TO EXCAVATION.
:I. NO 'rREF': v\ls'r ON SITE.
4. TIIE WELL TO BE ABANDONED 1S TO BE: PLUGGED BY A
REGISTERED DRILLER IN GOOD STANDING WITH THE ST.
.IUIIN'S RIVER fY,\TER MANACE:MF.N'1' UIS"fRIC"i.
5. TIIE IRII.LFR IS RESPONSIBLE FOR RF:gUESTING APPROVAL TO
AIIANIN)N TIIE WELL ON AN APPLICATION FORM OBTAINED FRO4
'illl? W.\'TL:R MANAGEMENT D1STR1 r.
G. WF., All%NIR)NMENT AND CLOSURE: TO [IF, AC'COMPLISIIED PRIOR
TO STORMWATI':R MANAGEMENT BASIN EXCAVATION.
7. WEI.I. ('LOSURE SHALL BE IN AC' '0RDANCE WITH FLORIDA
ADMINis'I•RATIVE CODE CHAPTER 40C-3.517(8) (a)-(e)4.
I H. EXISTING RIiI.IC IRRIGATION PIPES ARE TO BFIRF.MOVED FROM
BUILDING AREAS TO A POINT .5' OUTSIDE OF BUILDING AREAS
AND FROM UNI)ERNF.ATH PAVEMENT AND RETENTION/DETENTION
BASIN. HACKFILL AND COMPACT TRENCIIFS.
9. SIIIIOBA : PREPARATION:
1'RIR)I'ROi.1. USING 10 PASSES 01' A VIII4)RY ROLLER
(D)-IAPAC CA-25 OR EQUIVALENT). ..3F
UNDERCUT ANY YIELDING ZONES. BACKFILI, AND COMPACT
IN R" MAXIMUM LIFTS.
I111, TO FINISHED SUBGRADF USING CLEAN SANDS FROM
APPROVED OFFSITE SOURCES.
10. COMPACTION STANDARDS:
UNDER BUILDINGS AND 5' OUTSIDE OF BUILDINGS AND
l/NDI:R RETENTION/DETENTION WALL: 98% OF MODIFIED
PROCTOR DENSITY (ASTM 1) 1557)
11411E:It PAVEMENTS: 95% OF STANDARD RQC1'OR DENSITY
(A\sll'iO) T-99).
1 1 . STORM% YTFR MANAGEMENT BASIN 'I'O III: Al \ 1 NTA I NED AS A DRY
FAC11.11'1 III-AWEEN STORM EVENTS.
12. ZERO FREEBOARD TO BE MAINTAINED FROM 25-YR., 24-II11.
HIGH WATER TO ADJACENT PAVEMENT.
13. STREE'r LIGII'1'S ALONG CENTRAL PARK DRIVE. SIIALL. BE
INSTALLED WITH NORTHSTAR PHASE 11 INFRASTRUCTURE AS
APPROVED BY THE CITY OF SANFORD.
14. PAVING STANDARDS:
FRONT CAR PARKING: G-INCIIES OF SOIL ,CEMENT BASE
350 1'SI. 7 DAY. I-INCII MINIMUM OF A.S.C.S. TYPE
I OR TYPE: 111. %
NORTII DRIVEWAY AND REAR TRACK PARKING: 8-INCHES
OF SOIL CEMENT BASE 350 PSI, 7-DAY. 1-INCH
MINIMUM A.S.C.S. AS ABOVE.
15. A1,1. PAVING DIMENSIONS AND ELEVATIONS ARE SHOWN To THE
EDGY OF PA%F&IFNT.
16. PAVEMENT MARKINGS TO BE 'TRAFFIC WHITE. EXCEPTION:
IIANDICAP SPACES TO BE MARKED AND SIGNED IN ACCORDANCE.
WITH Ur•.T C 11.. SHEET C-3.
17. INSTAIL WATER LINES AND SANITARY SEWERS WITH 10'
MINIMUM IIORI7.ONTAL CLEARANCE OR 18" MINIMUM VERTICAL
CLEARANCE: WITH THE POTABLE WATER LINES LOCATED ABOVE:
7'1
IE SANITARY SEWER. WHERE. SUCII C1.F.ARANCF.S CANNOT BE
OIrr.%fNID. 'HIF SANITARY SFWFR IS TO III'. CAST IRON PIPE
10' EACH WAY FROM THE CROSSING Oft TIII: SEWER'. IS TO BE
ENCASE[) IN CONCRETE.
18. PVC PORTIONS OF FIRE PROTECTION WATER MAIN TO BE
C•-900 DRIR. ..
19. SANITARY SI•:WE:R IS TO REMAIN PLUGGED UNTIL PHASE. If
INFRASTRUCI7URC SEWERS ARE RELEASED* FOR SERVICE.
20. WRAP JUI'ITS OF ALL BCCMP WITH TYPAR 1.5' EACH SIDE OF
JOIN1.
21. SANITARY SEWER TO BE 4"SDR :15 PVC OR CLASS 51 CAST
IRON 111PF. SF.E PLAN FOR LOCATION.
SANFORD FIRE DEPARTMENT
1303 FRENCH AVENUE
S�ANFqRlq, LO DA 32771
UTILITY CO,N,N,ECTIO.N FETE
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BACKFLOW PREVENTOR
FLANGED JOINTS (TYP. ABOVE GROUND)
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TAMPER SWITCH
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