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ACTI V I TY
8
NAME
J.H. S.
J.H.$.
I. B.
J.C.BRANCH
34791
7 8
DATE
6/8
6/89
6/89
6/89 I� x-21-5 {2EVI5EP INTI=RSECTION
�T'O R.M ORAINAC
N0. DATE REVISION
9 10 111
SCALE: 1" : 50' DRAWING NO.
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h � 1303 FRENCH AVENUE
_. ORD, FLORIDA 327
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• 232 25tT1 b
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--
�j t'KEk',U(F:U FOR NOR"I II SI 1R BUSINESS PARK AND SUBSEQUENTLY
li I� PROVIDED B1 NOk1'IiSTAR KvsINF:SS PARK TU Lor 13 OWNERS.
' 18' 24
18; i 6' 4' (
II 2. \F:kIF3 I::ci,Tf.ticC .\N'U LO('ATION OF At,[. I-FILITILS PRIOR
- LOT 13
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ALI.OxE1). I,o\I)ccT 0PE:N BLKNI G ONLY IN ACCORDANCE $11TII
N BOLLARD SEE BLDG NS TO AUTOMATIC I _ �� ._.:.__. cin rti o sANFoRl1 FIRE ut:P,vK'r.MLNr RF:rut.ArloNs.
I --� SPRINKLER SYSTEM '� _
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LANDSCAPE AREA a I
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fa) m I { (27 AP RU 6D OFF, ITF SOUL ES
aco I
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H. 1'\<"I'lUS STANDARDS:
C c Q _ r I I p UNDER BUILDINGS AND 5' OUT5I1E OI' BUILDINGS AND
U <1 F- I z N i Z N a -
- I V - W W UNDER KE1'F:NTIUN/UEI'F:N'f1oN 93'L Of .NUUIE'If;D
_ Z i x w V L) „ I i iI PROCTOR DENSITY (AS'I'.M D-1557 )
co a 2 Q -
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LLJ
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_ � V -___ , I 9. :i'TAhll,l'LF: TIIF. 'CUP' NINE IN('IiES L'NUF:K LI.'dF:HUCK lS.\Sk: TO
(D I J L f- ~ I - Z ®e i
_ 4 q i •I 11\ 15.
-I LL.' �° O �i I C1 �� , 10. k'.\}'TNG STANDARDS:
i I X ( F L cC p J //ry
0 X Z I `� I U - FAMT .Z 2.57 ,7 FRONT -CAR PAKKING: .6 -INCHES OF I,IMFRUCK BASE
W z WLli I �' ) - - CS 7 .�' '°w� 29./ s I
z X ! 1 V - -INCA MINIMUM SIIfO
"`r'�y �- COMF'ACTE TO 8 STANDARD PR
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Ji LiJ Z I A.S?C.S. TYPE INORSTYPED111.
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JL• V U.D.C.O. (I- NORTH DRIVEWAY AND REAR TRUCK PARKING: 8 -INCHES
W I UF' SUI L C'EMFN
W; V w ___ - - ___ I T BASE 350 PSI. '1 -DA]'. l-INCI1
i1 EXIST. FIELD MINIMUM A.S.C'.S. AS ABOVE.
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EDGE OF PAVEMENT.
1 2 . PAVEMENT MARK I NGS 'TO BE TRAFF• I c 'w ii vi -F.. ExcFI'1 I Oti :
IIANUICAP SPACES 10 BF: MARKED AND SIGNED IN ACCORDANCE
WI'T'H UE:TAIL, SIIE:F:T c-2•
13. INSTALL W'ATFR LINES AND SAKI I'ARl SEWERS W'IVI 10'
MINIMUM HORizoN'TAI. CLEARANCE UK 18 MINIMUM VE:RTI(AI,
CLEARANCE WIr11 'file PUrmiLF WATER LINESLOCAI'f:) AHO\E
W Lcl{ C'LF.\I
TETE 5At/1'fARI SEWER.IIF{.E
(
OBTAINED, 'TNF: S.1hIfAK1 SF,riFk IS f) BE CASE !KUN PIPE:
10' EACII WA) FROM TIIF. CROSNI•I(; OR THE SEWER IS 'r0 BE
ENCASED IN C0N('11ETE•
lt, PVC PORTIONS OF FARE PRoTFxriot. WA7F:R MAIN 'TO BE-
C -900, DER PERMIT APPLICArrION TO BE. PROCESSED FOK
CITY SIGNATURE FOLLOWING SICF: PLAN APPROVAL.
15. SANITARY SEWER IS 'TO BE PF.RMITTi:D Bl DER AND
INSTALLED AS DRI' LINE. SEE t,,oTF, it FoR SEQLEN('F:.
16. UPON NOTIFICATION BY CITY TIL \T NORTIISTAR BUSINESS
PARK TRUNK SEWER IS AVAILABLE: FOR. C:OtiNFCTIO4,
CONTRACTOR 1'0 CONDUCT LAMP I NG. E'IG 1.1;E,ER W 1 1.1.
THEN CERTIFY cOMPLF.TioN 'I'll F'DER AND ('IT', OF' SAI:FOlti).
17. 'rue BUILDING Is 'To BE OPERATED O', A WAPORARY SEE )*1 rIC
'LINK AND IIRAINFIF:LU s7s'TF:M I tiril, '•4iwmsTAR BUSINESS
PARK SEWERS ARE RELEASED IOR SERVICE'.
18. INDIVIDUAL WAS'TF;W'ACF:K SYSTEM IS 1'O 'M F:E:f S'r,\TF: OF
FLORIDA IIRS REQUIREMENTS 10D-6 AS ADMINISTERED HY
SF.MINOLE COUNTY IIEALTII DEPARTMFtir.
FSTIMATF:D FLOW FROM W'AREIIOI'SE: 12009pli
DRAINF'IF.LU ABSORPTION RATE: 1.2gpd/sq.fl.
SEPTIC TANK: 2250grlllow;
1 9 • WRAP 1 U I N1'S 0V AI L ISCCM PA 'A I f I I El PAR I . 5 EACII S 11)F. OF
JOINT.
20. CONTRACTOR MA1 SC'Bs iTuTF 18 KIT I'• LIEU: OF 29'' X 18
BCC.MPA W'ITII S.\.AF. IN\ERTS SPECII+E:U IN
21. SANITAR1 SF:wF:R 'TU BE d'SUR :15 11V(' OR UI \Ss 50 CYST
IKON PIPE. SEF: PLAS FOR LOCATION'.
22. IN Tile FUTURE, IF' DEVFLOI'MF,1 O(TtRS, SLB.IF.C'1 TO
COMPATIBLE LAND ISE, OCCUPANC"1, AND SITE. PLAN, LOT 13
WILL ENTERTAIN A CROSS-ACC'FSS EASEMENT WITH ADJACENY
LOTS.
23. STREET LIGHTS ALONG CENTRAL f. FK DRIVE SnALL 13C INSrALLEO UNDP.R
N^RTHSTAR BUSINESS PARK PHASE 11 AS APPROVED i3Y TriE CITY OF SANTORD.
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11
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EXISTING GRADE 7
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DATE
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SCALE
JOEL NO.
89-42
SHEET
C I A
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DRAINAGE
STRUCTURE TABLE::
ONs1TE
PIPE
PIPE
STRUCTURE
NO. DESCRIPTION
INVERTS
roll
S12F.
LF•NG III
6
CONTROL SrRvcrl'RE
27.11
70.71
zr'.le'•
22 Feer
5
SIIALL(dW LANIWLF.
27.05(x:)
27.60
26. 95(h)
2)'a18'*
252 FEET
1
TYPE. -P' 5AA-111OLE
26. 25(F.)
71.70
26. 15(Sn)
21.15(+h)
29"x18"
18 FEET
7
CONNECTION To
2G. 10(NEW)
31.60
DROP INLET
2G.00(EAIST.)
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FINISHE
I�(TRIJDEp (a1R8
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1 i
C I (� 3C1eSi -V../5 x•67 r'' '� l- -- - QSiTJX - -- O O'
1 TIPS 'C" DROP INLET 27.35(SE) 30.67
1 SEE A11WE
11
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