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a
<br />EXIST/":1G MCOULAR BJILDINGS (TYP 0r 5)
<br />I CATCH BAS'N AREA = 9,056 SF (EACH M000LAR)
<br />TOP EL =77.29 TOTAL AREA = 5,2P0 SF
<br />Ei IT �/ L �6' RCP EL FFE - 75.5
<br />r Ii1 E FL 36 "RCP EL= : 3.32
<br />EX. CRAPE WRTLES (TOTAL 50) R E T E N T 1 0 N
<br />I
<br />A 628.15 (D) N89 °47'04 "E (D)
<br />I L
<br />SIB- TBM 62 00 (�) N89 °47 4
<br />-27.
<br />FVA-110N=77 ')R
<br />I EX. 6' COVERED �
<br />u
<br />26 9- PLATFC,F'I, 1
<br />EX. 12-12"
<br />SANIiTARY ��K� j
<br />LID EL =77.13
<br />N EL 8 "PVC F 70.82nm 47.5' 44' 2 44'
<br />S FL 8 "P` /C �t= 71.01 2D' 44"
<br />P O N D A R E A
<br />625 LF 6' HIGH VINYL FENCE
<br />(TO BE INSTALLED BY THE NORTH PROPERTY OWNER)
<br />5' 9LCCI Wq_'_
<br />GATED ACCESS TO THE
<br />EAST PROPERTY F4x4CM
<br />Pa09
<br />° 'LIOAK1C TU
<br />2p' PROPOSED MODULAR 20' P� ROPOSED MODULAR 20 - PROPOSED MODULAR �S PROPOSED MODULAR
<br />'HIDE S'DEWALK E1 AREA = 1,056 SF ►{� AREA = 1,056 SF AREA = 1,056 SF 20 AREA - 1,056 SF
<br />FFE = 78, 5 FFE = 78.5 FFE = 78.5 FFE = 78.5
<br />(PHASE 2) I I (PHASE 2) I I (PHASE 2) ` (PHASE 2)
<br />20' 44'
<br />44' 20' 4 2 44'
<br />FESCE 0.6 OUTH!W
<br />03 WEST
<br />0
<br />(F 1
<br />CURVE TABLE )
<br />I� �---2 7.4-
<br />® I
<br />_ r
<br />o
<br />g
<br />/
<br />//
<br />-
<br />SYMBOL
<br />PROPOSED MODULAR
<br />AREA = 1,056 SF
<br />FFE = 78.5
<br />5' (PHASE 1)
<br />/
<br />9
<br />/
<br />PROPOSED MODULAR PROPOSED MODULAR
<br />ARE4 = 1, 056 SF AREA = 1,056 SF
<br />FFE = 78.5 FFE = 78.5
<br />I-
<br />PROPOSED MODULAR
<br />AREA = 1, 056 SF
<br />FFE = 78.5
<br />(PHASE 2)�
<br />---
<br />i PROPOSED MODULAR PROPOSED MODULAR
<br />, 8 5 SF
<br />AREA = 1, 056 SF AREA = 1,056--
<br />FFE = 78.5 FFE = 78, 5
<br />(PHASE 2)
<br />1 �- `�__I -1
<br />PROPOSED MODULAR PROPOSED MODULAR IA
<br />AREA = 1, 056 Sr ARF4 = 1, 056 SF PROPOSED MODULAR PROPOSED MODULAR
<br />FFE _ ,'8.5 �� = 1,056 SF AREA = 1,056 SF �t
<br />FFE = 78.5 FFE = 78.5 FFE = 78.5 N'
<br />(PHASE 1) PH
<br />PROPOSED MODULAR I PROPOSED MODULAR
<br />AREA = 1, 056 SF AREA = 1, 056 SF
<br />FFE = 78.5 FFE = 78.5
<br />(PHASE 2) PHASE 2
<br />L--. (PHASE
<br />C0N7 POINT) IT -1
<br />/
<br />yV
<br />o aK, a
<br />/X •: / % /
<br />v
<br />R E L E (� TH
<br />r
<br />I_ Cl 3 5. 9
<br />256.3
<br />�__ C2 -
<br />D I -) J
<br />1 5 1
<br />11519 16
<br />-
<br />D 2I ? D ,A n r e (H R D E A `?
<br />- J
<br />_- °,3 Q 715-89 5 4' 2 �✓ C 9 1r / -i
<br />�' 26.36 ^° a'
<br />3'' N8� 4 23 "E
<br />-- --
<br />FP EO9E OF PAVE
<br />-
<br />_J CAP v'F TAPI -
<br />UR' /E
<br />ENGTH P4 !
<br />D 2 L T A H " R D
<br />BEAR NG
<br />-
<br />SYMBOL
<br />° o
<br />/
<br />9
<br />/
<br />QTY.
<br />PROPOSED MODULAR
<br />AREA = 1, 056 SF
<br />FFE = 78.5
<br />(PHASE 2)�
<br />PROPOSED MODULAR PROPOSED MODULAR
<br />AREA = 1, 056 SF AREA = 1, 056 SF
<br />FFE = 76.5 FFE = 78.5
<br />(PHASE 1) (PHASE 1)
<br />PROPOSED MODULAR PROPOSED MODULAR IA
<br />AREA = 1, 056 Sr ARF4 = 1, 056 SF PROPOSED MODULAR PROPOSED MODULAR
<br />FFE _ ,'8.5 �� = 1,056 SF AREA = 1,056 SF �t
<br />FFE = 78.5 FFE = 78.5 FFE = 78.5 N'
<br />(PHASE 1) PH
<br />VO
<br />/
<br />WALTER'S VIBRUM
<br />^
<br />G - 2 6 6 . ± a 1 1 . 1 F
<br />- -- -��
<br />1 °- 4 1 9 31 6. 0 O
<br />1 ' 1 ^T r '
<br />_ 3i �J6.44
<br />S a 4' 2_j 5 7 N
<br />58243 33 W�
<br />/
<br />/
<br />FP EO9E OF PAVE
<br />/
<br />LIVE OAK
<br />PLANT
<br />&
<br />MATER
<br />AL
<br />ST:
<br />SYMBOL
<br />KEY
<br />BOTANICAL NAME
<br />COMMON NAME
<br />QTY.
<br />SIZE
<br />REMARKS
<br />0000000
<br />VO
<br />VIBURNUM OBOVATUM
<br />WALTER'S VIBRUM
<br />600
<br />3 -7 GAL
<br />3' O.C. MIN. 24° HIGH
<br />DQV
<br />FP EO9E OF PAVE
<br />QUERCUS VIRGINIANA
<br />LIVE OAK
<br />10
<br />3" CAL
<br />MIN. 10' HIGH
<br />FE -WISH FLOOR ELEVATION
<br />MC
<br />M`1'RICA CERIFERA
<br />WAX MYRTLE
<br />15
<br />3" CAL
<br />MIN, 10' HIGH
<br />-IF- •RUSTEES INTEPAL I ,IPP,OVE!VENT FUND
<br />'/C MTNESS
<br />MG
<br />MAGNOLIA GRANDIFLORA
<br />SOUTHERN MAGNOLIA
<br />10
<br />3" CAL
<br />MIN, 10' HIGH
<br />FRP5 =FOUND RAn ROAD SPIKE
<br />fence
<br />F, Li. B =FRAME UTtL TY BUILDING
<br />-si -, �- /;pod `e�ce (Privecy)
<br />L LICENSED 8USINESS
<br />Fence
<br />L.3 =LAND SURVEYOR
<br />E - - -- GUY /IRE
<br />M U =METAL UTILITY BUILDING
<br />O = PROPRETY �OP.NER
<br />IV F _N r RN R F ND
<br />�ORNR
<br />+� = CROSS CU. IN rNCRE7E
<br />pp.NgppFS =N� S�
<br />HYDRANT
<br />(�
<br />yY�
<br />= PALJ TREE
<br />'`W
<br />�- 'MATER ✓AI '
<br />= LA.JD CORNER
<br />�
<br />®- WATER ! +r EP
<br />-B = BACK FLO'VI PP ✓ENTER
<br />'
<br />1. ALL LANDSCAPE MATERIALS SHALL BE FLORIDA GRADE 1 OR BETTER.
<br />2. NOT MORE THAN 50% OF THE GRASS AREA SHALL BE SODDED PROVIDE MULCH AND GROUND COVER
<br />FOR THE OTHER 50% LANDSCAPE AREA,
<br />3 ALL LANDSCAPING AND IRRIGATION AS SHOWN SHALL BE DONE DURING PHASE 1
<br />4. TREES REQUIRED FOR BUFFER FOR ALL FOUR SIDES = 1/50 LF = 1/50 *2.650 =
<br />53 TREES
<br />TREES PROPOSED =
<br />33• NOTE THAT THERE ARE
<br />EXISTING TREES ALONG THE
<br />ROW AND
<br />PROPERTY LINE
<br />SCALE CPAKE
<br />x;14,%;= A005 DECKING
<br />/T�R
<br />CONTROL POINT
<br />5. HHASt L ANU I' U I UKt LA1VUJl A IIVh ANU IKKIUAI IUN I(-) tit Ut51GNtU ANU F't l Ml l ILL) LA I LIB.
<br />r-
<br />�I I � • I�/ DUMPSTER
<br />°
<br />- 23_9 - SEE DETAIL
<br />S SHEET C -6
<br />",IF ®
<br />E _ PH .SE 2 PH, SE 2 TF LENGTH L II
<br />G A G4. SS GR SS
<br />LINE BEp,RI l�� /
<br />I ° , a„ _ � R . NG PA. KI G PA, KlN ' / � • ' F F
<br />L1 9.86 NO 65"! 1'37 "1N Q� I � °" /
<br />n 11 O �` ° �i, I G" � H � -
<br />EX. COVYERED 1 �.S
<br />L 6 .3 S 8 3 51 8 �l
<br />p r -j E °�_
<br />L3 SOe'1 3 5� E `� , Z, R1 X24 I (' Q 3.7 / G ° 72.0 n,o�o.o �.J
<br />0
<br />2 aP _
<br />a EX. MODULAR BUU_DING 0 O // /� // p
<br />A !_E !D L d /
<br />L� E T B
<br />FINISH FLOOR FLEVATICN= 30.08 0 5.0
<br />LINE LE,�''vT" r3EARIG!G i - e4 .1
<br />X 4 z j MULTI -- PURPOSE BUILD/N / , a
<br />No5'2o'1, "w 0 �,a o- �- 0 72.0 Q / o Z///'
<br />i�' _
<br />(f ( 1 .9 -� 2.s - Q // // // // 6, % `� AREA 1 1,000 SF /
<br />/// /
<br />L2 60.37 58330'49 "W' � � � I v a ,3s o_ �' � / I
<br />L3 10 00 sc6 °38'11 „E T Q 58.7 Ex. cO ERA --� / j / / /// /j /// //s' /�!� •�� (PHASE 2)
<br />\ / I 12.0 - CA:V6PV
<br />-EX "bAE„ LINE� FFE = 78.5 /
<br />II DROP -OFF /PICK -UP AR
<br />Q RELOCATED PALMS T11AA / // / / / 7f/`
<br />I v EX. ASPHALT -OFF /PICK -UP AR
<br />SANITARY MH M93 I TP
<br />0 D EL= 70, 49
<br />N FL_ 8 "PVC E' -= 73.21, �� w ; /w / / /� // j / / / / // /// / /� / /�� /// ' 1_ d ..,...•. ,
<br />QD
<br />EIV -DTING LEGFA
<br />o
<br />A 'F = ALSO FOUND
<br />A�UM=
<br />0) OTHERS
<br />ALUkJfN JM
<br />BL< = BLOCK
<br />OIA= OVERALL YE4SU4EMENT
<br />C,4L =UVERHEAD DNES
<br />Q,O =BY OTHERS
<br />R 0 2 =POf NT OF BEGI iNING
<br />PROPOSED SURFACE
<br />C =(i CC"IVENCEa,!ENT
<br />CDR) =CCR�FRAn0
<br />P:g BOCK
<br />CON(, =CONCRETE
<br />PG -PAGE
<br />y O =OOAC ETE BLOCK
<br />0 DEED
<br />I P 1 =PLAT ("NEASURERPAEN�
<br />DESr = DESC ?PnOJ
<br />PCP= PERF/AAIEN7 CONTROL DINT
<br />PRP.7= PEPMANENT REFERENCE 11014Un4EV7
<br />EL LEVATON
<br />ELEV ELEVAnCN
<br />R/0 -FIGHT OF WA/
<br />S -SE
<br />;
<br />FP EO9E OF PAVE
<br />SEC EC= SECTT ION TONNSHIP;RANGE
<br />CPC `I RL!4tENU1 fRp c� V L:!Q /rc C'i
<br />S ^! &C =SET NAIL AN:'D DIS,S LB 6582
<br />D FIELD MEAS.
<br />SIR SET IRON ROD �8'MARKED LS 6582
<br />FE -WISH FLOOR ELEVATION
<br />S C M SET Cv CRE1E "!� 7UNE: i IdA.4 LE ''6582
<br />FDO FLCPCA Xf R?VE" CF (R , "laro 9 � iTt�ti
<br />S' +' F1 1 0 =S L NI,fST FLCRI A VA R !An" „EM£P'1 G!S!R'CI
<br />FND =51KO
<br />T.8 M TEMPORARY BENCHUARK
<br />F C ��a =FOUND CONCRETE MONUMENT,
<br />lR =cOUND IPA J
<br />-IF- •RUSTEES INTEPAL I ,IPP,OVE!VENT FUND
<br />'/C MTNESS
<br />FO POD sze noted,
<br />Ider`. Ficotbn note-' ;n o
<br />CO.PAIER
<br />t = CENTERLINE
<br />/��
<br />�( PIPE
<br />EOP
<br />P =FOJ JD !R J (size no:e ?
<br />F-/ =FOUND NAIL
<br />EDGE �F PAVEMENT
<br />ONES
<br />FRP5 =FOUND RAn ROAD SPIKE
<br />fence
<br />F, Li. B =FRAME UTtL TY BUILDING
<br />-si -, �- /;pod `e�ce (Privecy)
<br />L LICENSED 8USINESS
<br />Fence
<br />L.3 =LAND SURVEYOR
<br />E - - -- GUY /IRE
<br />M U =METAL UTILITY BUILDING
<br />O = PROPRETY �OP.NER
<br />IV F _N r RN R F ND
<br />�ORNR
<br />+� = CROSS CU. IN rNCRE7E
<br />pp.NgppFS =N� S�
<br />HYDRANT
<br />(�
<br />yY�
<br />= PALJ TREE
<br />'`W
<br />�- 'MATER ✓AI '
<br />= LA.JD CORNER
<br />�
<br />®- WATER ! +r EP
<br />-B = BACK FLO'VI PP ✓ENTER
<br />'
<br />-, _ rl� G
<br />COSSIN
<br />� -� .Gr?T R
<br />_ UT,LI r POLE
<br />- SE -= 54 IITAPY SE'NER LJNE
<br />�$ = SANITARY - .fAN,iCLE
<br />S ✓ STCRM Iv4 rER LINE
<br />=S-CRL m,ATER V4NHOLE
<br />TOP OF BANK
<br />- - -= WATERLINE
<br />®_ / /ELL
<br />SCALE CPAKE
<br />x;14,%;= A005 DECKING
<br />/T�R
<br />CONTROL POINT
<br />V
<br />V pA TBM
<br />! ' ;J= CONCRE `E AREA
<br />2
<br />:5w = COVERED AREA
<br />W13 = CAI< TREE
<br />R = RADIUS
<br />L = ARC LENGrri
<br />= P;NE TRe"E
<br />CH =CHORD
<br />B = CHORD BEARING
<br />CA -"- = CENTERAL/ DELTA ANGLE
<br />= CITRUS TREE
<br />T = TANGENT
<br />LEGEND: (AS APPLICABLE)
<br />o
<br />PROPOSED PARKING SPACE COUNT
<br />z0.00
<br />EXISTING ELEVATION
<br />54.10
<br />PROPOSED GRADE
<br />r-
<br />PROPOSED SURFACE
<br />DRAINAGE FLOW ARROW
<br />ExiST
<br />EXISTING
<br />SILT SCREENING (EROSION CONTROL)
<br />' V%
<br />U. TREE TO BE REMOVED
<br />'.''.
<br />PROPOSED CONCRETE
<br />W
<br />EXISTING CONTOURS
<br />b
<br />M
<br />f7
<br />CCC7�
<br />O
<br />PROPOSED PHASE 1 ASPHALT
<br />N
<br />PROPOSED PHASE 2 ASPHALT
<br />m
<br />PROPOSED FUTURE ASPHALT
<br />rr,^� / d /
<br />J I vJ vJ V) vl v1 d d
<br />IW �4/ :d °• ♦ ad a ' ' r ,. •' ///
<br />4
<br />I+J � `L � W � / / // ¢ j / < � I .• < d d e,. •, d < d ' L' < ` y. /
<br />in � i � �.1,� > 1
<br />D4 y I�
<br />L A,
<br />QI 5 ¢p' 4 40,
<br />Q 39.E T > /
<br />// /
<br />FUTURE BUILDING
<br />w�sT R/w uN� L� z w z /i // / / /// AREA = 35,500 SF
<br />' �� i� �� �� /Z7 FFE = 78.5
<br />I z '
<br />/// / / 0
<br />AKh 0 I �
<br />� //
<br />wl /
<br />/f
<br />OA'K24
<br />L Q DROP UP
<br />I � L °
<br />v vi�R- RAss TUAl"RE GRASS
<br />KAG SP c S A 14C P c s a -
<br />�
<br />Z 2 1 a . • TOP �6. o �
<br />° K10 F T RF G. A S
<br />PAR K//% PA E. IA�) JRI�l feAl CS
<br />I TOP - 73, o
<br />' 15' SIGHT TRIANGE (TYP)
<br />I
<br />6 OAK34 487.1'
<br />I ti�
<br />16.2 - 15.3
<br />n ti0AK36 /
<br />Ic I CAK10 OAK24
<br />CAK16 /
<br />I /OP,Kj TWIN
<br />AK40 n
<br />�N
<br />' OAK42 d K 2 4 / EN - 03 SOUT4
<br />CAK14 T'
<br />O
<br />�n
<br />o°
<br />CD
<br />TRAFFIC STUDY NOTES:
<br />TRIPS PER ITE MANUAL (BASED ON 240 STUDENTS) = 310 GROSS DAILY TRIPS.
<br />(HENCE TRAFFIC STUDY IS NOT REQUIRED)
<br />IRRIGATION NOTES:
<br />CONTRACTOR TO PROOVIDE AN IRRIGATION SYSTEM TO ALL PROPOSED LANDSCAPING.
<br />STUDEN'h COUNT NOTES:
<br />TOTAL NUMBER OF STUDENTS ANTICIPATED AFTER COMPLETE BUILT -OUT =240
<br />ko
<br />NN
<br />t1��'L':; Al,� t�a f•t�Fi�tf;�,V�A,d�t<�lttr�:lt✓A
<br />.1I
<br />notmer
<br />MULTI - PURPOSE TRAIL DETAILS
<br />THE EAST BOUNDARY
<br />OF THE W '/2, NE 1/4
<br />SECTION' 24 -26 -21
<br />FUTURE EMERGENCY VEHICLE ONLY
<br />ACCESS CONNECTION TO CHANCEY
<br />ROAD (TO BE DESIGNED AND PERMITTED
<br />4x4CM IN FUTURE)
<br />LS #4281
<br />ALSO FOL1110 CM
<br />0.7 SOU71
<br />I v luN 1v I woe
<br />' AK2 FZI- 8=11R ' � nLS #4281 v _ - x-
<br />z LS #4281 LG
<br />_-- -`x -X-
<br />I I OAK2 4 OAK6 V
<br />C3 -��y COAK36` W / - "�CONCRETE rnER r
<br />8 "lR
<br />F5 ' 1
<br />z 16.0 t t' AK48..---� 0AK16 OAK16 F5�8�•Iq LS #4281 I
<br />CONCRETEMER dJ
<br />--j 16.7 4 OAK24 --+ LS #4281 I III i I�� - -
<br />ELEVATION =77.39
<br />I
<br />Z 9.8 F4x4CM
<br />�a 13 40
<br />a LS #x281 � �
<br />- - - - - - - - - - - - - -
<br />------ - - - - - - - - - - - - - - - -
<br />RAW �NIDTH VARIES
<br />_ - CONSTRUCT MUL
<br />CITY OF ZEPHYR
<br />IN THE PRESERVED ROW. - (PHASE 2)
<br />SEE DETAILS THIS SHEET
<br />21 ROW PRESERVAT /ON
<br />FOR FUTURE 4'/.DEMNa,- - - - - -- N
<br />------- - -- - -- - -- r (CR-536)-EkP VEMENT
<br />E -v
<br />RGA_
<br />FOR CONSTRUCTION PHASING, PLEASE SEE SHEET
<br />op 40' 80'
<br />SCALE: 1" = 40'
<br />co ilv
<br />uj !t 11; Q t.
<br />a� -
<br />c� '
<br />z > 1
<br />tttlill �
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<br />DATE: 07/30/2010
<br />DESIGNED BY: RA
<br />DRAWN BY: RA
<br />CHECKED BY: RA
<br />FILE NAME: 09026SITE
<br />PROJECT #: 09 -026
<br />SHEET:
<br />C
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<br />O
<br />a�
<br />W
<br />�
<br />N
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<br />O
<br />IN
<br />C� W
<br />W�
<br />F�
<br />DATE: 07/30/2010
<br />DESIGNED BY: RA
<br />DRAWN BY: RA
<br />CHECKED BY: RA
<br />FILE NAME: 09026SITE
<br />PROJECT #: 09 -026
<br />SHEET:
<br />C
<br />
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