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DESCRIPTION
= _
VREVISIONS - BY
C DE - -_
FROM THE SOUTHEAST CORNER OF NORTHSTAR BUSINESS PARK PHASE ONE, AS -2-91 -
LOT 7 P ; - - RECORDED 1N PLAT BOOK 41 PAGES 72 AND 73. PUBLIC RECORDS OF SEMINOLE -
♦_ GC -2_ LOT 8 ` L.OT 13 COUNTY, FLORIDA, RUN S.89.39'40"W. ALONG THE SOUTH LIED OF NG O NORTHSTAR - -
*_
- N.B.P._Ltd. - GC -2 ) • W-2 BUSINESS PARK PHASE ONE 370.32 FEET TO THE POINT OF BEGINNING ON THE -
- NORTHSTAR BUSINESS PARK, LTD. W.B.P., LtdJ - p = _ _
' f t ! NSTAR i, LTD. 11ESTERLY RIGHT -OF -MAY LINE OF CENTRAL PARK DRIVE, SAID POINT BEING ON A s
a ` CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1530.00 -FEET; THENCE
_ BEARING OF S.03.07'17" E. RUN SOUTHEASTERLY ALONG THE ARC OF
�� FROM A TANGENT H A CENTRAL ANGLE OF I1•29'3S"-TO A POINT;-- _
SAID CURVE 306.90 FEET THROUGH
_ _ = C><lYm POWER POLE THENCE LEAVING SAID CURVE RUN 5.89.39'40"W. 31.00 FEET; THENCE
- 99 ti� S.00•20'20'E• 34.00 FEET; THENCE S.89.39'40"N. 289.83 FEET; -THENCE
N.89'39'40"E 275.27 l - N.00919'18"M. OF 337.00 FEET TO THE SOUTHWEST CORNER OF -SAID NORTHSTAR
- • BUSINESS PARK PHASE ONE; THENCE RUN F.89•39'40'E. ALONG SAID SOUTH LINZ.OF
-_ a O DRAPIAGE i UTILITIES EDIT - i f F.H. NORTHSTAR BUSINESS PARK PHASE ONE 27.5.27 FEET TO THE POINT OF BEGINNING. _
(PHASE II INFRASTRUCTURE) CONTAINING 2.2834 ACRES MORE OR LESS.
THE ABOVE DESCRIPTION BEING LOT 9. OF THE UNRECORDED PLAT OF NORTHSTAR
BUS[HESS PARK PHASE TWO, SEMINOLE COUNTY, FLORIDA./ k;E
'
/12'x12• CONC. - - - - - - r • - _ _ _ _ - -� 4
,J
DuWSTER PAD a, �_
N i -� f^ VICi1JITY MAr :
/ 1 STOP BAR
EXIST. WELL INof
SETA -RECESSED
WELL HOUSECONC. BLK. ( ( Z .• A., LAND USE DATA:
(NO ROOF)
7V 46,6N60 . REQUIRED ALLOWABLE PROVIDED
AGgA/D�
ZONING RI -1 RI -1
/ \ 1 - t ! '^•-- - ' l- LOT COVERAGE BY STRUCTURES 35% 27.5%
�/^ /ABEL - _- •� t 1 ` STRUCTURE FLOOR ARF4 27.550 S.F.
o _ EXISTING -UNIT 50.2 -
-,p pt ; ' ` , - DEIGHT - SO FT: 22 FT.
►a'
_-Q SETBACKS
FRONT 25 FT. 94 FT. (MIN)
f' _ - J ` -- - -- �• REAR 20 FT. 118.83 FT. (MIN)
�r (1 ' SIDE INTERIOR 10 FT. 10 FT. (MIN)
�, � � � r _ PARKING SPACES
r, JQ? U.1 WAREHOUSING 25 40
HANDICAP 1 2
o PROPOSED UNIT -504 o s 1
t O _ t ` ' I r•_ INTERIOR LANDSCAPe AREA 1,142 S.F.
Z' '° 1 LOT 12 IMPERVIOUS COVERAGE 80%
- 5 o a ,
RI -1
`�� � - - �• � J � - J 4 N.B.P. Ltd.
_ 1 PROPOSED UNIT 506 w
• t 1
b (' NOTES:
f• SOURCE
AYERS,IN . BOUNDARY ANDSTONOR)CII. .
�• ( t ' s 1 PRF.i'ARlat FOR NORTNSTAR HUSINBSS PARK AND SUBSEQUENTLY
PROVIDED BY NORTHSTAR BUSINESS PARK TO IAT 9 OWNERS.
\ • jS/ 2. VF:N1F1 FX1%TENCE AND LOCATION OF A1.1. UTILITIES PRIOR
I - ' TO EXCAVATION. _
-
t .l. NO TRFh'S haINT ON SITE.
4. THE WELL TO BE ABANDONED IS TU BF. PI.IIGCF.D `BY A
1 ` REGISTERED DRILLER IN GOOD STANDING WITH THE ST.
I 1 1 JOHN'S RIVER WATER MANAGEMENT DISTRICT.
t
S. THE DRILLER IS RESPONSIBLE. FOR RF.Q IFiTING APPROVAL TO
! ABANDON THE WELL ON AN APPLICATION FORM OBTAINED FROM'
` O t
THE WATER MANAGEMENT DISTRICT.
_ ✓ ` { G. WF.L1. ARANit(N(Mt:NT AND CLOSURE. TO BF. ACCOMPLISHED PRIOR
s 4 �a Y , 1 ' �,I TO STORMNATF.R MANAGEMENT BASIN EXCAVATION.
i c 1 �j T. WELL CLOSURE SHALL B[ IN ACCORDANCE WITH FLORIDA
AIMIINISTRATIVF. CODE CHAPTER 4OC-3.517(1) (a) -(e)4.
N__ }� • B. EXISTING RELIC IRRIGATION PIPES ARE TO RE REMOVED FROM
rtn�� N ` V V-- ! - _ BUILDING ARKAS TO A POINT S` OUTSIDE OF 8111LDING AREAS
IODISCO _ _ ` , - AND FRrt•1 IfNbF.RNEATH PAVEMENT AND RF.TFNTION/DF.TF.NTION
` BASIN. RACKFILL AND COMPACT TRFNCIIFS.
O }Z 9. S(IRGRADF. PRF.PARATIONI
b O 1 PRI)OUROI.1. USING 10 PASSES OF A VIBRATORY ROLLER
(1114APAr CA -23 OR EQUIVALENT).
( UNDF.RCI1T ANY YIELDING ZONES. BACKFILI. AND COMPACT
' 2 IN p` MAXIMUM LIFTS.
40 SPACES - Fill. TO FINISHED SUBGRADE USING CLEAN SANDS FROM
n APPROVED OFFSITE SOURCES.
t� t - �• 10. rOMPA('TION STANDARDS: -
_
In • - E �; `^ Of. • O I1NDf:R BUILDINGS AND 5' OI1TS 1 DF. OF BU I LD LNGS AND
,J "W / /p l(MDI:R RETENTION/DETF.NTION WALL: 98X OF MODIFIED
�J } 1 t'RO(-T Nt DENS ITT (ASTM D - 1557 )
/C7/'1191th:R PAVEMENTS: 831 OF STANDARD PROCTOR DENSITY
(A.%SHTO) T-99). -
O vi O'• �j 1 1 . STORMK ITF:R MA14AGE ME14T BASIN TOP RE MAINTAINED AS A DRY
F FACILITY BFTINFEN STORM EVENTS.
4 6 IB' 24 I 1 _ 12. ZERO FRF.FHOARD TO BE MAINTAINED FROM 25 -YR.. 24 -HR.
1 1 I{
( � 111(:11 WATER TO ADJACENT PAVEMENT. 1
1 I ' 1 t 13. STREET LIGHTS ALONG CENTRAL PARK DRIVE. SHALL RE
��pp���� 1 INSTAI.LED WITH NORTHSTAR PHASE 11 -INFRASTRUCTURE AS
'T' ^•""� APPROVED RY TI IE CITY OF SANFORD.
r ' , 14. PAVING STANDARDSI
FRONT C.AR PARRINGs i-INCIIES OF SOIL. CEMENT BAS[
350 PSI. 7 DAY. 1-INC.11 MINIMUM OF A. S.C.S. TYPG
I OR TYPR 111.
NORTH DRIVEWAY AND REAR TRACK PARKING: t-INCIIF.S - -
OF SOIL CEMENT BAS[ 350 PSI. T -DAT. 1 -INCH
�,�/• • MINIMUM A.S.C.S. AS ABOVE.
IS. AL1. PAVING DIMENSIONS AND ELEVATIONS ARE SHOWN TO THE
F4DGE OF PAVE r. MT. -
a ` , �•� �� 19. PAVf:MFMT MARKINGS TO BE TRAFFIC WHITE.. EXCEPTION:
HANDICAP SPACES TO BE MARKED AND SICNF.D IN ACCORDANCE
+ ) , WITH DETAIL. SHEET C-3. - -
.33'
17. INSTALL WATER LINES AND SANITARY SEWERS WITH 10'
r 23' 1'4.5' 73' 95� tD• 6O� 5� / 1_ MINIMUM HORI7.ONTAL CLEARAN(-1; OR 1t- MINIMUM VERTICAL
B I CLEARANCE WITH THE POTABLE WATER LINES LOCATED ABOVE.
- / !, ,jj TIIE SANITARY SFTIER. MNEtE EUCII CLEARANCES CANNOT BE
�. �` MITAINFn. TIIE SANITARY SF11FR IS TO RF: CAST ICON PIPE
10' F.A01 MAY FROM THE CROSSING, OR TIIE SEWER IS TO BE
1 • FNCA.SF.O IN CONCRETE.
S.89'39'40'Y� 31.00 , 7.
1/. PVC PORTIONS OF FIRE PROTECTION WATER MAIN TO BE
O - ate` C-900 URIR.
• ( 19. SANITARY SEWER IS TO REMAIN PLUGGED UNTIL PHASE 11
i 12'x12• CON.. � ,`; IN FR AS R,,
SEVERS ARE RELEASED FOR SERVICE.
DUIIPSTER PAD
1 , 20. WRAP JOINTS OF ALL BCCMP WITH TYPAR 1.5 [ALIT SIDE OF
JOINT.
i N , 21. SANITARY SFWLR TO BE 4 SDR 35 PVC (M (.I.ASS SI CAST
O 6a A. F.IRON PIPE. SEB PLAN FOR LOCATION -
1 ° t T o
?+v � 9939401#
289.83
----M - - --Y----- - ----4 --t -- - Y A n --- A
LOT 11
CODISCO ' _ \ , RI -1
N.BP., Ltd. SANFORD FIRE 'DEPARTMENT
RI -I 1303 FRENCH AVENUE
1
f . LOT 10 SANFOR LO DA 32771
RIA �%
N.B.P., Ltd. - PLANNED c "�
-
FA
(LOT 10)
4
_ - _ __ - _ _ - - _ _ - _ _ - - - _ - - _ - - _ • _ _ _ - - _ _ - _ _ - - _ - s - - - - `f _ - _ - - - • - _ - -_
SANFORD -FIRE DEPARTMENT
_ • _ - 1' __ - - _ - - - s __ _ - - �_ _ -
1303 FRENCH AVENUE -
_ _ - _ - - _• _ = _ = _ _ -- _ _ _ _ ; _ _ _ __ _ _ _ - . - _-- -� - =
- - _ - - -
UTILITY �C,O,NNEGT:IO;N f,4SANFORD FLORID 32 I
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• _ -_ 3 - _a u� _
MO. 4403ACT19-_24R10
I
WALL META.1L -
Gypsum Wallboard, Metal Studs
One layer %' type X gypsum wallboard or veneer base applied
at right angles or parallel to each side of 35/a' metal studs 24'
o.c. with t' Type S drywall screws 8' o.c. to vertical edges and
12' o.c. to top and bottom runnecs_and intermediate studs. Stag-
ger all ve-tical and horizontal jointsZ4' o.c. each side and oppo-
site sites_ (NLB)
h n -
LA
Thickness: 47/a"
Limiting Height: 17'31
Approx. Weight: 6 psf,.- .,,,.. -
Fire TestF. WVVP-45,.6-79-68:'
OSU T-1770.8/61
Sound Test- NGC 2385. 7-28-7n
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SCALE
JOB NO.
SHEET
OF SHEETS
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