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<br />Tree Legend
<br />SYMBOL
<br />NAME
<br />SYMBOL
<br />NAME
<br />❑
<br />OAK
<br />O
<br />PINE
<br />O
<br />PALM
<br />OTHER
<br />Q
<br />DEAD
<br />REE SIZES IN INCHES
<br />Tree Sizing Detail
<br />DBH = DIAMEFER AT BREAST HEIGHT
<br />(SINGLE TRUNK)
<br />DWEHSION
<br />SADDLE (IF EJGS WO ABOVE DBH HEIGHT
<br />FULL DRIPLWE -
<br />DBH = DIAMETER AT BREAST HEIGHT
<br />(TWIN TRUNK)
<br />D:MENSIO
<br />DWENSION
<br />SADDLE BE1DW DBH HEIGHT
<br />-�- FULL DRIPUNE -
<br />PARKING COUNT
<br />546 REGULAR SPACES
<br />41 HANDICAP SPACES
<br />587 TOTAL SPACES
<br />ryb
<br />,
<br />a
<br />a
<br />airy\ a �a
<br />y `
<br />oa aria.
<br />a`o a
<br />a
<br />0
<br />a
<br />41
<br />a
<br />GRATE TOP INLET
<br />TOP = 87.80
<br />GRATE TOP INLET NORTHWEST INVERT 18" CMP = 85.70
<br />TOP = 87.67
<br />NORTHWEST INVERT 18" CMP = 85.40
<br />SOUTH INVERT 18" CMP ='_85.40 yo p1 ati ya
<br />°'� 190 aao as oa
<br />ao ao CAMPHOR 8 ary WM o-0 + say \ +a +a +a +11oo' +�o`
<br />SANITARY MANHOLE + +ay +ao-p1 ay° 3 Q �3 a 5 ,a� z
<br />TOP = 88.53
<br />GRATE TOP INLET SE. INVERT 8" CLAY = 82.90+ e 7 ryp+ 64" STUM UPO, e
<br />TOP = 87.18 NW. INVERT 8" CLAY = 82.91,1 ,oy ary. 0 +ry1 FRAME ADDITION +a1rya y1 '\ 000 FENCE
<br />EAST INVERT 18" CMP = 84.83 SANITAFRY MANHOLE
<br />VINVER 4" PVC = 85.23 a° 8 + a� WM a o-` +a` M + �1 1 t 15' DIAMETER
<br />WEST INVERT 18" CMP = 84.78 TOP = 87.73 MASONRY WALL o-` a` oa a ary ay' O @� ti rya ���/ Boo STAND 2' El
<br />�a a° a1 + ay as + O` aa' �'%F + a1 3 pp
<br />SANITARY MANHOLE GRATE TOP INLET SE. INWERT 8" CLAY = 83.48 o p+ + o- y' a, a y+ y a+ TOP = 87.39 W. INVPERT 8" CLAY = 83.51 by ay a ry + ay' a a a+ " TOP = 87.04 a a UP s a y E. INVERT 8 CLOY = 84.14 1y a a f-1 • ry y y a +a a a a a + ,+ EAST INVERT 18" CMP = 83.74 °, +a l-Jt a +a y +° y + as as +1. 91 +
<br />NW. INVERT 8" CLAY = 84.17 a a1 a RGH 5 e + + 31� STUMP ay' 29" STUMP a aa. a a1' rya 10
<br />(2) 18" CMP'S WEST = 83.59 BOTH \ 4 _ _ _ 4-L
<br />A _
<br />N. INVERT 4" PVC = 84.37 a -��- - - ry - �_� �- ❑
<br />MAS60NRY WALL ry
<br />t2 SIGN ao + o- as `o-+ o- + ` 1+ y teary ao-_2ap
<br />a 1 1. FP 1,151 ao- .y ry1 yy ay o-y aV I fiERRY 6 °py c;),
<br />��• . Ary ao° ry -� �� yy tY GA Q
<br />1• 1a K a a1 a1' aa' aa' aa' aa' aa'UP •8a aa' SI +G a r a� ° a UP p1 a0aryry ary' aae °� a` a` ary °`� 1a a
<br />.' ' _ Ino - Ino o Iro o ono Ino +}- O'
<br />U0 a;no
<br />UP 1 ``. i o- a SIGN 9° + + a °ry 1 1 1 0 ^ ary ary 1 + + �o
<br />ASPHALT a� a 1 / a -o- o- as + °, a' a. a° a ati a. a a as o t wa-
<br />." ..." r i�1.ap" "„�• °t... �. .yil� �..� .�.� +• ASPHALT I / ♦ 1 SIGN O' a a
<br />wv1 a as o-ryo , aa1� spa FP s 1 a1 `yea `1 1 p`. / y` 1 + a
<br />^1 1'\ O �a•a as a' oi' a a 1f��a. �'---- a. ae +
<br />GRATE TOP INLET I1 a
<br />aye 1aa 1p a1 aaa a� as aaa oB as a+a oB FDC Baae a aS° a ! `.� a o a t * a
<br />1e+1 a a a - ___ a ° �, '�"�� a• 9 a h O a a 1a 'L aa'
<br />TOP = 87.04 a 1 ry , o =1 +a' aa. a+ , ry 1 1 y h a a a 1 1 2 ryy pa
<br />a` aa+ 1 >< a 104.2' -� 1 a' 1a 1y a\ . a° as as as as as as aa. + p
<br />(2) 18" CMP'S EAST = 84.09 BOTH aaT a1 1hry a1' `'aa' o -- _ y+ �• `��..."" aa. a' �. a F a +,
<br />ay°4 1ao ya a+ a� B 17.7' ° 31.8' j `\ /' aae �. ya a a? I SA ITA Y A OL \\\\\ ° ry° a T SANITARY MANHOLE
<br />I aaa as +a1' 1 tiyla ,� h TRANSFORMER t i so- as aa. TO 8. 4 a ay oyozsOPI
<br />- 1
<br />° `� I +aae ASPHALT aa. ti ` as y a'a a as I ER 8 C Y 82.08 °+ • . NVER T 8" CLAY 81.31
<br />�` _____ �� °, y h W. INVERT 8" CLAY - 81.41
<br />ap a1' t° 20.0 \ i 1 I I 1 aa' ry '� ry ` ary as W. INVERT 8" CLAY = 82.09 ho- as y +
<br />i aaa spay ASPHALT, .. / I 1 1 as a �+ �, aa.+ 1 a h+ N. +INVERT 8" PVC 82.37 a' a __a
<br />a a a a s : x.\ I I ><`` I 40.7' a o-` aa° a.y a° .` ASPHALT +a aa` + ry 1
<br />o- aaa 1a ry1 y a s .� a� a a a' a' 5' X 2.9' 66.0' cwi� 3.3tn1 Ict
<br />.0' N ASPHAL�f a +.�a - a� . _ . _ . ° +� °1 r
<br />\ 34.12' a A/C PAD cn po- ryo-
<br />y a a 1y a s
<br />at a• 25.3'
<br />a
<br />a as a M
<br />01 a ry ya
<br />a - o a a s -ry - o-a aa s a- a s s rya a y s a ay y y a ' •s 5 a ay ry ayh ' y ' J o a ' a -o- -y - a . ` - a a a 1 , a a a s e a 1 a a 1. L. yo- e P aa 1 as
<br />1, e aya ' s a Wo- � e p b °a o ♦ �� �°' a � - l� a a r e l a 1 o-0 a�a �S1a ar2a j o-�' a+ , 1 ry � o' ry y a a a 1 a , 1 a 1 1 -s f�a / - 1 a s �o n ` D ti + • y n ti u
<br />a` a � Ca- �°- 1? a _° - � y ` o 'ae1 --1 a e? °� _ a a p -- 0a° • - - o S E °�a- ' -- �- . �- - a a o aa a _s a .� . . - -a � -10 - a a aa y r1 ry fi° a a ry . a0 a� a W_M a_ a s A a+ ' a
<br />�o a a ,, S aa o + ry y �aaaaa a1 aa aaa1' ati ' a y a o
<br />a LP a y S A
<br />Wa 11M 1�• + � a a o
<br />a e a 1
<br />a oy
<br />ad u I1 lI l I I I I T
<br />l l
<br />p ° tiy y ti;
<br />o-o- +
<br />o�
<br />9 a\y 1 `
<br />. 0°
<br />,
<br />5a .
<br />o-
<br />a
<br />ry
<br />__..._ G
<br />_. R- A TE . _T
<br />.O.. P
<br />INLET
<br />1 a. �P 7
<br />a { 50.0' "M M + ASPHALT SNVERT 41 PVC
<br />- 8_6._0. 6
<br />�-e R A BUILDING g STORM MANHOLE aa a ONRY WALL
<br />apN GRATE TOP INLET = 88.45 FINISH FLOOR ELEVATION = 89.28 51.8
<br />TOP = 86.56 +
<br />18" RCP SOUTH = 84.59 a a a o + SANITARY MANHOLE a a E R D G a 16
<br />(2) 18" CMP'S SOUTH 83.88 BOTH 53,639± SQUARE FEET TOP = 87.99i 18" RCP NORTH = 8473 m
<br />a a +aa + E. INVERT 8" !CLAY = 82.31 a IT Y AN OL
<br />aary ASPHALT ASP HT NW. INVERT CLAY 82.34 Q, p T a OP + S LL OF + + a a e ° a
<br />aaery + as 0 0 a� w
<br />Ch i STOP 100.1 , MITERED END SECTION . 309.2 � � Ba� ry II CONCRETE 1 77� B o oINVERT 18" RCP 84.71 o a e - - - - - � s C �
<br />s__ rr- - -- o - - - o a a a GENERATOR PAD- B
<br />+� + a7 58.1 ' a+
<br />+a UP ASPHALT a ry ASPHALT 1 !4 W a ° ASPHALT 1 9 as +a y a SGN lay a y II +as 1 53.e a a
<br />a TANKS - PA A_
<br />a -- _ at- ` +
<br />ASPHALT a 1 + a a o
<br />LP
<br />a° SGN -MASONRY WALL
<br />+
<br />z4 a L + o°
<br />a a O ' 12 (-r
<br />a s y
<br />ya a1 ASPHALT }' HALT
<br />a ° a 1 1 W
<br />_
<br />- -- -
<br />\. a1 +aa'
<br />aaya1 yet ( \ G alryy a1 �?`� ya y y a aao, a CON a19111 g `�o-�p p SANITARY 32 HOLE
<br />ay. + b�+ ,9 a 1aa 0 + a1 o- h` aap 1a a° ry� Z CO II y S. INVERT 8" CLAY = 80.51
<br />p.1 ap aa' 9 I a ay. h ay I + a + 'S + 0 aa' + n aa+ aa' as �'L \ } "
<br />b o \�y a 11 a1 +a + �. aa. o
<br />W a1 ay' �� ono �"" �-" .... RATE TOP INL ^ aa, Cu II W II , I ay o` N. INVERT 8 CLAY = 80.54 r 1, Q a as I = I y Q� + ye aa� a OP = 86. a C m - Ll_ I Iy ^ °� + ry1 NW INVERT 6" PVC = 81.12
<br />l ip9ry a °ery a o I a I as a ay a a INVER 4" ?3" METAL 83 (2) 18" CMP'SS UT = 83.91 BO +aao` B `� p w l spa g ,oy aye
<br />• I as Iaa_ • ati yo- p \ ` ) 18" CMP S TH - 83.91 H L'� as as H= �. o
<br />° I aytiaaa ASPHALT \ 14" X 23" L T = 84.0 a p Z Q Q -
<br />�-.�•
<br />4114 a� , ` .o- ASPHALT , �. a, as 0 0 I I \
<br />o I a I �� i�a a y �a6 yy a 1 ASPHALT , a' a (n J 0
<br />jam/ p� z a lea' �a BUSINESS SIGN as 2 0� +a +aa +a1' +a + a o` ae a + ��° a+ ¢ N Q W U) / +,,.P
<br />aa�y L ` ASPHALT alp LP +aa 0 as aa�1 Lo U
<br />a °0ry a I a tj aery 1y LP ` �. a1a C% >- Q a aae II yay
<br />y ape aae l a aa' 1a s a oC oaf O tp I I Q• a a
<br />a ^� I I }eery RATE TOP L a1 + '26 ao- , a ry � LJe 1 y a
<br />a I ASPHALT a1 TOE' = 86.55 as aae (n ay +a°
<br />as b 2) 18- CM S H= 84.01 BO i a ry y w= In a 1
<br />ap`° oe I I a 18 CMP'S RT - 84.01 0
<br />a i a pry y a a' +aa' a aa' Z Z ya a
<br />ay as I I 1a +aa +a + 10a a1a a+ O a.
<br />MITERED END SECTION aa' 1ry as + aryl y1 yo- ,° +a a + \1 ! <L
<br />INVERT 18 i RCP = 84.7 I ayOl ar i ya a a1 a1�y a1 °y a1 a1 a1'a a1 0a 1 con 1 as o
<br />a° ti tj aaL a' as a , a1 a 1�a alyy Oy / a a1�a +a1ya a° 1ya . 1 ° 1aa am �ry Ln� �} aae
<br />a a 0 1 a ,y ry 1' a 1 a 0 a. aa' �., = G 2 1� /tea•+ ry
<br />a1' 1 a U a
<br />A l `L
<br />LP 12 `a a
<br />ay 0a. 1 as HOLE
<br />TEMPORARY BENCHMAR a a a' o-1 0 1' as a1' ryh oa a° a 1� a a° as a h a aa' y a ary TOP = 89.24 ryry
<br />I SE. INVERT 6" CLAY = 86.94 +a ONRY WALL
<br />a Ln a1' aao a o-0 as aa' a a1' a1 a1 as 1ory 1 ' X 1 ' GRATE TOP INLET a so- a1' a1' aap awry ya a 1 a a
<br />SQUARE CUT IN CONCRETE
<br />o + a1 + + a + OP = 86.77 + ry +a1' + ,+ +aa' a
<br />BASE FOR LIGHT POLE 0 ASPS T ao + ASPHALT a1 Op 1 BOTTOM = 85.43 91 PARKING COUNT (TYPICAL�b ry a` a B INVERT 4" IRON = 87.14 lb
<br />a 1 a 5 BOTTOM = 85.94 r
<br />ELEVATION 89.51 pea � 1 a`y a a`y aoa a ' a spry 10 ASPHALT ` NO VISIBLE PIPES ASPHALT
<br />+ aa' aa. TRANSFORMER B oa
<br />MITERED ND SECTION eery G 0° ya as vv��
<br />STOP G T T L 30.0'
<br />� ae?� a R P �1J o` as yy +aa o
<br />INVERT 18" RCP = 84.52 as 3 a 39.9 BUI ING LP ` 0 = 8 72 .a 55.6 MBI�aB aa.
<br />1a 1aa a aa'a,y ap ob sap L_ aa° 14 a 0 WEST _ a'
<br />y °B I II 8 B g aa' 022.5 o
<br />a a o-y as a s Z y o ` 1 o 0 0 0 +0
<br />° a� (2 1 S 8 1 B Lea a, L B B � Y a a'
<br />.° a. + WM a �
<br />o a a 30.J9' a� " -'7yF op a a aa. a' ° aary � � +a
<br />/+
<br />0 . ya 1 ,a • y' R+ Q, 1 r o-ry tit a1ry 1�1 Z a a a UP \ aka -
<br />O' a U 1 3 'ti + N 1 - --
<br />a ape I 1y �y ONE STORY a1' 1 YyA ° co I n a1'+ a +a + + + ry1 a ail a a 8 ry +a
<br />I o I W a ° . 1° o\' ° L,i \ ay a 1 + �+ a' + y
<br />y� a MASONRY BUSINES as �r�1 a1' o-0 + Z Li ASPHALT 10 1y a a° °w a Q y
<br />pa oI F.F.E. = 88.72 a �F> a ? a1 w� \ a a 1 al 0 a a �• \- a aaa +ay.
<br />as aa' Q a y a ay a ZOO' - a1° a a1 ° p� P t a, ° m - \IX ay ay + C( 10-�• 1 a'ti +' "0� ,�0 a a ,tn`L a n +a +a ph o `• ' 1 1 a PHALT aka O o ASPHALT . as 1 ry � ary. a 1• 1 39.9' ay a' a 1 1 a a a ; 1 a a' °-"M RKET SQUARE DRIVE
<br />as L�' 101 a ry rP- ao° 10o- 1y �a$1a as ary a , a a a le a1a aa. as +ry° a + ya. +
<br />a0' ry yy I S O yry p, a 10 C a p� a a a1 a� N 0101' 1. 1. `Y 1 1 •- a g �'�0 y
<br />U a as a' cv0 1. a a 1 1 O -� a 1 'ti 1 0
<br />a° a y} 3 aaa a 0p a +� +a1' aao a + a 1+aa 00 +1._. a a� o- y o y ry 60 PLATTED RIGHT -OF -WAY
<br />� y a 1� a a GV a o a 1 a as 1• 1 �,_, o aaa e ay a a as 0 & MASONRY WALL a s
<br />w Iro - - no �--- ^o -Ino ono - G a 1 1? 1. 1 20 a a1• B a 0 a a
<br />ap°. a_a' 0, try � aaa a1o+ Up s + WM s + Eex❑ + as is 3 19 37 + ti CEDAR 9 ' N SGN aae UP UP 4 FP-:__.q 9 so- ary U ay aryryl
<br />ae 12 a a
<br />a aa. a0 ry1 + asp 0a O° as a1 all ary 111 LP ao-ry aa, ary y I CEDAR 9 1a ASPHALT :LO GAGA
<br />' FP AS EMBLY a a 1' #S ASPHALT PARKING a + ry a .y o- ASPHALT PARKING a a a a + . as ya + a CO ry s a RIDA °a � +ary' +a` ryy SANITA Y MAN OLE
<br />POWER BOX a a +a TOP! »'89.00
<br />a °a + +
<br />v �
<br />s
<br />t
<br />n
<br />v
<br />N
<br />0
<br />0
<br />O
<br />/
<br />w
<br />u
<br />O�
<br />1N I N 1.1,7\
<br />00 6 29.2'
<br />1.7'
<br />ONE STORY
<br />MASONRY BUSINESS
<br />1. 7'1 F. E. E. = 88.72
<br />48.6'
<br />5.5' o
<br />Cfl
<br />SANITARY MANHOLE
<br />TOP = 87.90
<br />E. INVERT 8" CLAY = 81.23
<br />W. INVERT 8" CLAY = 81.27
<br />S. INVERT 8" CLAY = 81.33
<br />SW. INVERT 6" PVC = 83.07
<br />INUM SHEDS
<br />ELEVATIONS SHOWN HEREON ARE NAVD 1988
<br />E. INVERTS* CLAY = 78.92
<br />W. INVERT 6" PVC = 79.41
<br />N. INVERT B" CLAY = 79.00
<br />100'
<br />U mm
<br />no
<br />Z bb
<br />n0
<br />` N N
<br />50, ' n Z6 TO
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<br />2
<br />DRAWN BY: I PARTY CHIEF:
<br />RHF I VINCE /DEAN
<br />PREPARED FOR: JOB #:
<br />=LORIDA MEDICAL CENTER 00856.000 1
<br />SEC TWP RNG:
<br />FIELD BOOK/PAGE: 2-26-2 1
<br />446/47 SURVEY DATE:
<br />QUALITY CONTROL FIELD; 04/23/2010
<br />DEAN NOT VALID Wf HOUTALL SHEETS
<br />QUALITY CONTROL OFFICE: O�
<br />RCH
<br />Legend:
<br />(AS APPLICABLE)
<br />Q
<br />SCIR
<br />SET CAPPED IRON ROD 1/2" LB #7013
<br />CONC
<br />CONCRETE
<br />C
<br />COLUMN
<br />FCIR
<br />FOUND CAPPED IRON ROD
<br />S/W
<br />SIDEWALK
<br />B
<br />BOLLARD
<br />FIR
<br />FOUND IRON ROD
<br />CLF
<br />CHAIN LINK FENCE
<br />CENTER LINE
<br />°J
<br />FCIP
<br />FOUND CAPPED IRON PIPE
<br />B/W
<br />BARBED -WIRE
<br />FIP
<br />FOUND IRON PIPE
<br />OUL
<br />OVERHEAD UTILITY LINE
<br />ID
<br />IDENTIFICATION
<br />o
<br />FPIP
<br />FOUND PINCHED IRON PIPE
<br />UP
<br />UTILITY POLE
<br />N.T.S.
<br />NOT TO SCALE
<br />oSCM
<br />SET CONCRETE MONUMENT (4 "X4 ')
<br />LP
<br />LIGHT POLE
<br />TBM
<br />TEMPORARY BENCH MARK
<br />o
<br />FCM
<br />FOUND CONCRETE MONUMENT
<br />GA
<br />GUY ANCHOR
<br />LB
<br />LICENSED BUSINESS
<br />SPKN &D
<br />SET PK NAIL & DISK
<br />EBX
<br />ELECTRIC BOX
<br />o
<br />FPKN &D
<br />FOUND PK NAIL & DISK
<br />SGN
<br />SIGN
<br />POB
<br />POINT OF BEGINNING
<br />FRRS
<br />FOUND RAILROAD SPIKE
<br />TOB
<br />TOP OF BANK
<br />POC
<br />POINT OF COMMENCEMENT
<br />PRM
<br />PERMANENT REFERENCE MONUMENT
<br />TOS
<br />TOE OF SLOPE
<br />POT
<br />POINT OF TERMINUS
<br />U
<br />WM
<br />WATER METER
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />ICV
<br />IRRIGATION VALVE
<br />ERCP
<br />ELLIPTICAL REINFORCED CONCRETE PIPE
<br />(R)
<br />RECORD
<br />m
<br />FH
<br />FIRE HYDRANT
<br />CMP
<br />CORRUGATED METAL PIPE
<br />(M)
<br />MEASURED
<br />WV
<br />WATER VALVE
<br />CPP
<br />CORRUGATED PLASTIC PIPE
<br />(P)
<br />PLAT
<br />o
<br />BFP
<br />BACK FLOW PREVENTER
<br />FDC
<br />FIRE DEPARTMENT CONNECTION
<br />(F)
<br />FIELD
<br />GI
<br />GRATE INLET
<br />X 99.99
<br />EXISTING ELEVATION
<br />Ci
<br />CURB INLET
<br />F.F.E.
<br />FINISHED FLOOR ELEVATION
<br />j
<br />MH
<br />MANHOLE
<br />INV
<br />INVERT
<br />MES
<br />MITERED END SECTION
<br />A/C
<br />AIR CONDITIONING
<br />O�
<br />1N I N 1.1,7\
<br />00 6 29.2'
<br />1.7'
<br />ONE STORY
<br />MASONRY BUSINESS
<br />1. 7'1 F. E. E. = 88.72
<br />48.6'
<br />5.5' o
<br />Cfl
<br />SANITARY MANHOLE
<br />TOP = 87.90
<br />E. INVERT 8" CLAY = 81.23
<br />W. INVERT 8" CLAY = 81.27
<br />S. INVERT 8" CLAY = 81.33
<br />SW. INVERT 6" PVC = 83.07
<br />INUM SHEDS
<br />ELEVATIONS SHOWN HEREON ARE NAVD 1988
<br />E. INVERTS* CLAY = 78.92
<br />W. INVERT 6" PVC = 79.41
<br />N. INVERT B" CLAY = 79.00
<br />100'
<br />U mm
<br />no
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<br />DRAWN BY: I PARTY CHIEF:
<br />RHF I VINCE /DEAN
<br />PREPARED FOR: JOB #:
<br />=LORIDA MEDICAL CENTER 00856.000 1
<br />SEC TWP RNG:
<br />FIELD BOOK/PAGE: 2-26-2 1
<br />446/47 SURVEY DATE:
<br />QUALITY CONTROL FIELD; 04/23/2010
<br />DEAN NOT VALID Wf HOUTALL SHEETS
<br />QUALITY CONTROL OFFICE: O�
<br />RCH
<br />
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