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ow. �,S,RrEnDEv lu me nit sPEculchfiRaoSt ariR' CONTIYACIOR WILL NOT CLEAR AND GRUB ANY SIZE VdIIIOUT 20 �1�7-
R 4eiIGIT It WSS I4tf'I'AREU. RINSE of Abo IIONIMPROPER;Nt1IAlICE WI THIS PI I R PAVEME SPECIFICA O
rnpuwl wnnlc++ AulNavlznn[ar AND ECRI10. BY CAPIEC a1G111WING, CONfORMA11ON OF UPLAND PRESERVAIION REQUIREMEHIS. ALL !1!- T� NS
L 6� w1N l(Alr IIA6IIlfY TO CAa IEC FNLINEERINO, IIIC.
----- ------ - CONSTRUCTION NOTES
_CAPTE(_EI1GIIjEERING, IPIC.
QUALITY ASSURANCE CONTROL
LL_L'L IhlIIU I IY
TNLTIAJ�
DATE
ORIGINATOR
REVIEWER
-
(1EIIUW M RED ugl
ORIGINATOR
-
fkEU CHECK)
ORIGREVIEWER
L(RfEr TINE) -
ORIGINATOR
-
Oa U oAI
PROJECT SUPERVISOR
-
(CREENI
REVIEWER
-
(LRtLN,dIECK OR CIRCLE)--,
COMMENTS
-
f bI ACK .HIM
CONSTRUCTIO14
DRAFTING
EFFICIENCY
PERMITTING
PRESEltVAIIUN AREAS W11I. BE FENCED TO AVOID EIICROACUh1ENT AND W11,L BE
ASPHALTA5CHALT PAVEMENL
�
--
-CGNI�
-
SIRIL'TLY ENFORCED. CAPIEC'ENGINEERING, INC:, WILL NOT @E LIABIE'FOR
1,
_
CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR
TO
ENCR0ACIGAINI BY COIDRACIOR WIDIIII 11HAND PRGSHIVAII011
'ON
1. ASPIIALT WEARING SURFACE 0
, FD T TYPE S-1, 1.50 INCH
BEG INNING CONSTRUCTION.
€xlsT:
PR��'�SEI2
AREAS. I' C 0 4 �. 1 R IS CAL IIONED.TO REVIEW ALL PERMITS, AND CO11SiROCT10N
DOCUAtlENTS PRIOR TO TILE Cl_EARIIIG /GRABBING PHASE.
� TI IICKNESS MINIMUM.
2.
'
ALL DISTURBED AREAS WITHIN THE RIGI IT -OF -WAY ARE TO BE
SODDED
D
srpR1A LIANuol e
2. 8 LIMEROCK BASE, COMPACTFD TO 98% MODIFIED `PROCTORWITH
BAIIIA TYPE SOD.
�f
R
BRalldncL1NIET
.
f
1EST MAXIMUM )
M M DRY DENSITY, LIMEROCK! BEARING RATIO (I_BR)
3.
CONTRACTOR IS RESPONSIBLE FOR REMOVING DEBRIS AND DISPOSING
❑
(_IYD
YARD DRAIN
OF AT LEAST 100._
OF IT PROPERLY,
'
3. 6 STABILIZED SUBGRADE COMPACTED TO 98 o MOD
X' MODIFIED
4.
CONTRACTOR SHALL SUBMIT A S0 IL EROSION AND DEWATERING
PLAID
MITERED END SECTION
-
? '
PROCTOR TEST MAXIMUM DRY DENSITY, STABILIZED TO A
-
TO ENGINEER OF RECORD PRIOR TO CONSTRUCTION.
D
PROPOSED DRAINAGE PIPE
FLORIDA BEARING VALUE FBV
( ) O FAT LEAST 50.
5.
CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER OF
GUTTER DRAIN AI D
Cut IER LYRE I
PROPOSED IMPROVEMENT AREA PRIOR TO CONSTRUCTION.
- - --
--
CURB (TYPE )
1. CONCRETE SHALL BE 6" THICKNESS OF, 4000 PSI CONCRETE
6•
PROJECT IS IN FLOOD ZONE X:
*11A
+'a"00
GRADE ElEVA110r 1
"
2. SUBGRADE SHALL BE 6" THICKNESS, COMPACTED TO 98%
7.
DRIVEWAY CULVERT LENGTH DOES No T INCLUDE LEN GTII OF END
SECTIONS;
�►
�►
DRAINAGE FLOW
_
MODIFIED PROCTOR TEST MAXIMUM DRY;, DENSITY.
8.
MAINTENANCE OF TRAFFIC
I PER FDOT INDEX N0: 603 FOR DRIVEWAY
WORK,
- -15s
ISs
CONTOUR LINE MID EtEv.
FDOT INDEX NO. 601 FOR CULVERT INSTALLATION.
I�Ci rl
PRESERVE AREA
e
011 IIII n1STNRD)
t
OVERHEAD ELECTRIC
I e/ W
i
s
isf. 18' C A.P. - r.os e,..: .. 15 8. 0
NV. eL. m t .7z _ -. -Aae. -- _ - INV. 14.00
-_ _- +- o. f.aN:- _. -_ _ Imo____ �_ -�--7.aB' _-r-E0.0 30 1
F--( F.a « - _ __� r�4--- -Low, . B -� Scale 1" = 3fj' `
- a -- EXIST.': DITCH TO REMAIN --- r ---- ----r
Faw Coll.-- - - - _-Law- as 1.3p _ I 4:1 (TYP. ,o S]0j}0�TRO-(�j
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CON6II -¢¢4' E td GcP/
1JIh 30 I.F( 4:1 �S IhV,/ EL/ �7,0(f (Y / / 20.6o TYP E/,1 l.Ef(z/ f.2 ID.ee 1D.ea 10-ea9.85 -
SWALE TO TOP OF II)V. EL.; $•90 /„ I / r t .
( 8.00
BANK' `^� / l a �iRA EL. ri t .59
INV. EL. 1 A l la.00
DISPLA . AREA 2Q 2 �� 40' - FEIIcC " DISPLAY ARI A 1u:e5
1D.50 II LI (TYP. h _ �F. 18 RCP AEPIT 758�3(' DRY DETENTION AREA
I f I / TYPE E INLET 210 l
/ GRATE EL. 1®J5 ''� � 1 oo11oU EIEv = I6.00 �:r
1
IMV. EL.= 14.76 tDSO r► 4�-1a.00
EL 120. TYPE 'E' INLET TYPE 'E' INLET
�- - `� GRATE EL. 18:80
2o.zs - - _ GRATE EL. 1 .0 M. .S:
2o.eo ) INV. EL.- 13:5) , r /E.I . Is61 I •°. _...,,,� INV. EL.= 14,00 � i I
toles ' 1I I1 I V..i L. 11.00
-- -- -.�-1D.as q1RA
°o' p_
CONS 1C1 1RIIGUT L 0 _ / GATE
PER FD )T I b E - - --- - --- 1D.a) " UAT
/. �1D 65
g P T /'�i �1�10 / J / / _A,20.]'y O -�-20.a0 G AIN:F ED 2 all a.. 20.93 20.45 ,( 20. 0
. %., 20.a / 'F 2� • 21.25 I .Te t> , $0, . a . n ,.. -..4 4 / -Y' i1a.20 �- - . -d
Q / �.. _:/• T/20.a0/ f.' �/ a1.25 i JO tool. ° 41�F5�1
1 1/•� T /; I / .2�. fj0 2•L 4DC1 9 / u Scvl O °.. - - 10.6'
I �Y N iLn M ...
oo.ob (, /:, / / / / 2 ✓ LI a CbNCRETfaAPRQf1 . Z '
D ErJIll S€CTIO w j:.D. I i }
R
/lllll,;225
c INV. EL
< I 21•a 3NX 14 .(1 aD Tw '
j
I Z ° l as ( / E E I ILET �� 7 c 'vr'. stoMAuc. 17
--� -
SG /� ,. /. RATE'EI-EV 159. !7 _T I . 5' LANDS TRIP 5 57C
dY �'- 7" , 7 . (/)// ;,,. -- .•`-'•,- _ a ° (J IDR T DA TE E11011 AREA t `': •..,, w..,..:.,
-> - - - O TOM 1 = Ifi 0
( ,- x .._. , h ...,
EXI TINGPVERI IE,U ll 11 E� /'_� �J� ENTRY S/DE1TAt-K t 2 DGD' S �UILDING`' a o
l.dT`A'>7 .. SP A)' AR( , . i % o:2s j '' %' � "-� o N •,•.y.. •Tlb_ la.00 (
A E O OI!5IS - / 26' -18• - FFE � 21.5
00 "SIX INCIT FLLG(OARSE A¢URI:t t "I WM LSrop (Tyr.) a4 I 4:1
( 1. {DItAINFiELD ROPR), ' / 2' 's' F'C
e
9:1 (TYP'. /� % I•r ; -.I' � 0.2. � 'L,a_ " - .
4:6TYP
$ 1,2 20.a5 e
4,19. 1 1. (TYP.:) -�-21.00 21.00-4�• 21. 38 P - T � ° , �a. V a -� 2ti TYPE E INLET
1 -29.
11E 9
1„
SAVE EXISTING TREES BARRICADES TO I E UTILIZED j
DURING 111E Ck EARIIIG AND CONSTROCHON PHASES ,
' OF UEVELOPMENE
1 � 2
z
2
18
17
16
22 R_ 15' LANDSCAPE STRIP Ca1C. SIDEWALK 15
20 -
-
----
12
- --- -- ] IYI E S ASP A - 111 II LT 1.5'
.__AfeTO ( )
- tl EEDST.
4 I IEU11
Ol oo I100^ 2w0 6_SI�A II�tf1) SUDLI AOE ID
-4p2.00 ,o GRATE EL.= 16.00 -
v .0 TY! E_INLET Z U
WELL SITE J0 a INV. A 13.00 -.- C <
lao0 4n A >� °. ° GR E ELEV - 2000
_ _ �l >
;`'\ , - 1D:o0 225. F 6" C 0.00 p _ o . A a ' IIiiP ELEVs =' 19 " r 6) I �4" RCP
1t1� C1_ o� w Z
-10' 1. At1nSC
lit
g
s
P
STRIP
_
- _--
T1'E
S-1 ASPI(ALT (I 5`)
K EASE PRIMED
�.
a RO
I- MA IC41 EIS
I EXIST. DITCH
8' STADI
IZEp SUBCRADE
-
E%ISTINC al CR LID
EXISTING ORORND A 01 00 ` 1 100 -
SECTION A -A SECTION B-B
CL
4i 1 TYP.
( ) 2Q.t704.3 20 0 4i1 (TYPI W 'Q
-
TYPE E INLET 10� �� J CL
GRATE ELEV �•-p
INV ELEV = 15.1$ `\ - DIIM1PSTER ON CONCRETE PAD THESE PLANS AND ALL i'TIUP0 6,D `r'iDRK I-
j@_ WBII 6 FOOT FENCE 0 '.
ARE SUBJECT TO ANY CORRECTIONS ;
REQUIRED BY FIELD INSPECTORS THA1
Y,
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL AP ° LE CODES
I LICAB
DRAWN BY: DPG
CHECKED BY: ' JWC r.
-_ I
DATE: 6-9-99
SCALE: 130'
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5 25'
22 - ._-
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--EX1511fIG PA I .If IT - -
21 --_ -.: e'-.ONO._ WA511DOWN_, 21 .._- .__: ...
1 64 1D.55 20.75
20 20
_ �iD I'ANOSCAP�SIIP..
19
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. SI IUC,RADE "
114 LIATCII EXIST. ROCK UA' E. PftlrlElT
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ExtsRRc
G OUNU
6. STAUII I[t SITU ft RE
R
17 _.E8151180.000!!UR/---------------- 17 J U G.
D 1 00 1 100 HORIZONTAL SCAT E 1" = 40' l i oa 0106 I 1 W)
SECTION C-C VERIWAL SCAIL V _ 4' zAoo oloo SECTION D-D SECTION E-E
F F.E.- 21.5 20' STOR
GE 8 CONC APRON
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APSTRIP
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MATCH EXIST.,
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EXISTING C al RN R LID
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