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END SE ION, SEE�G OETAIL/AT RIGHT ��' V� TYPICAL MITERED END SECTION
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provide 1/4" tooled joint 1 112" deep at 5'-0" / °
provide 1/2" expansion joint material at corners and 40 L �a/c ' / / / / / 1 13 `%^
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CONTROL STRUCTURE
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�. � o'° F <ti EROSION AND SEDIMENTATION CONTROLS SHALL COMPLY WITH THE FOLLOWING:
♦�• ' � `�,,!� " (,r- \ ,� e _ �' r. of �
t t��v��R� NOTESN. : INTENDED
SEDIMENT BASINS AND TRAPS PERIMETER 'DIKES, SEDIMENT BARRIERS AND OTHER MEASURE
INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING
♦ 4/ INVERT. 2c;,0'�s,' THIS PROPERTY HAS NOT E3EFP1 ABSTRACTED BY SUP-v=YOR FOR EASEMENTS ',N:, TIGHT
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCES TAKES PLACE.
°,_ .., "-""•� ,J'`' s � ----- ,--*�.-�` _- � •• -OF-WAYS OF RECORD. 2. ALL SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO FIELD CONDITIONS AT THE TIME OF.
`''' `' ( CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCES EXISTING SURFACE
?
'�, O '`, noN t�Er. Aean• ''' ` �f,�, t r, ADJOINDERS SHOWN HAVE l3F NOT EN SURVEYED.
.R.* ' � ,, ,� "v - ;�l � � 's �•�. :' ' - _ MATERIAL ON THE BALANCE OF THE SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED
, �;. ly;=,� .,. ��,•; ,, � r J` �� /` d t , , NG ONTO ADJACENT PROPERTIES.
TO PREVENT ANY SEDIMEttiI OR TRASH FROM FLOATING OR DRAWINGS ARE. NOT TO BE RELIED UPON FOR SCALE PURPOSES. FLOWI
75 a. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GRC'JND C+'aTANCES AND ARE _LACED 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS .WITHIN
TO U.S. STANDARD MEASURE (U.S. SURVEY FOOT). SEVEN DAYS AFTER FINAL. GRADE HAS BEEN REACHED ON ANY PART OF THE SITE. TEMPORARY
;, ,. �, �,,, � .�°` � \ '=:•- % SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE
1'y5. PURSUANT TO FLORIDA LAW (F,A.C. 61Gi7-6. 003(17)) THIS SURVEY IS BAS D
AT FINAL GRADE BUT THAT WILL REMAIN UNDISTURBED FOR MORE THAN 30 DAYS PERMANENT
� ENTS.
CLOSED TRAVERSE.
ON C`' FENC �S AND OTHER 'M'' �1 STABILIZATION SHALL BE APPKLIED TO AREAS LEFT UNDISTURBED FOR MORE THAN ONE YEAR
�•. 9,P/ ,.. ,`C?'�' ` . �. USE ONLY PROPERTY CORNER _ -
� FOR CONSTRUCT! 4. A PERMANENT VEGITATIVE COVER SHALL BE ESTABLISHED ON ALL AREAS NOT. OTHERWISE
.',�• � :'. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENT!� AND +<IGHT-OF
V WAYS ARi �TED PERMANENTLY STABILIZED. PERMANENT VEGITATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL.
AND SHOWN HEREON. TFiE SURVEYOR HAS NOT LOCAT") ANY UNDERGROUND JT!' I OR AGROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE TO SURVIVE AND WILL INHIBIT ERROSION
DESCRIPTION: FOUNDATIONS WHICH MAY ENCROACH. 5, AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL DEVICES SHALL BE INSPECTED FOR 11�TEGRITY
`1 '-` '�I* -.�,6- 7' P. LEGAL DESCRIPTION AS SHOWN WAS PROVIDED VERI3Ai'_Y BY �'LICNT.
� AND CORRECTION OF ANY DAMAGED DEVICES TO BE DONE IMMEDIATELY.
r� *� "' B� --3, AND �.''� B L`�C �'C 508, `J E�ASTIAN H I G LADS U N I � , ;� � ,,O• ` ' . ' 9. ELEVATIONS BASED ON ®50.00' ASSUMED AT ,=- ,-- - 6. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN ANY CUT OR FLU. SLOPES UNLESS CONTAINED
LOTS 20, 2 1 , `' "' ,.� X NATIONAL GEODETIC VERTICAL DATUM OF t929 (PARENT B.M. 41 �� , cLL WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
ACCORDING TO THE PLAT THEREOF, AS REC'-)RDED IN POT, I�0 %, P/�,',�E 57-�_ ????7 ,) /L7. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION
RECORDS THE G_OF S. WIMBROW DRIVE BEING IN51'49'23"W,(ASSU�a r • SHALL BE PROVIDED.
'� �.•-'' � 10. BEARING BASED ON --
��,� 11, PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCT',1N LAYOUT PURPOSES. $. SEDIMENT SHALL 13E PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL.
ACCORDING TO MAP ° 0. 12v?61 C�'076E, PANEL 07C OF 1 F9, �tqp . ALL STORM INLETS THAT ARE MADE OPERATABI..E DURING CONS'fRUCTiON SHALL BE PROTECTED SO THAT
PUBLIC �'�" �NDOAN RIVER COUNTY( FLORIDA.LORIDA.
DATED: MAY 4, 1983> THIS PROPERTY LIES IN FLOOD ZONE X. *, DIMENSIONS AND BEARINGS ARE RECORD AND MEASURED UNLESS OTHEI�WISF iTED. SEDIMENT LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
TREATED TO REMOVE ANY SEDIMENT.
9. BEFORE TEMPORARY OR NEWLY CONSTRUCTED CHANNELS ARE MADE OPERATfONAL,ADEQUATE OUTLET
PLOT�' 12 PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED
BLOCK 509} IN BOTH THE CONVEYANCE CHANNEL AND THE RECMNG CHANNEL.
S) I T E. \. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE
•4. \ ,,. '� '` TREE LEGEND: PROVIDED TO ENSURE INTENDED PURPOSES iS ACCOP,tPLiSHED. THE OWNER AND THE CONTRACTOR
� 0 = PINE TREE WITH TRUNK DIAMETER IN INCHES SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT
STRUCTURES SHALL HE IN VFbRKING CONDti'ION AT THE END OF EACH WORKING DAY. -
LEGEND: •�''•,,,,, ='�, ' , .-"''�� \\' \ 0= OAK TREE WITH Tf?UNK (DIAMETER IN RICHES 11.
MADEETOOMNIMUZE{OTHE•�TRANSPOR�OiF SEDEIMENTPAVED TONIO PUBLIC ROADS
SECTIONROFST�ESROAD.L
P.O.C. -POINT OF COM ��'3CEMENT B.M. -BENCH iede 1-X ESMT. EASEMENT
P.O.B. -POINT 0€ BECI ° "LAG O/S - OFFSET (�') - TYPICAL *>'•�, � \ ri? � WHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS
P.C.P. ¢PERMANENT G('f�l'TIDE POINT aSPH. - ASPHALT APPROX. APPROXIMATE &� = PALM TREE WITH LINK DIAMETER t�l INCHES
P.T. -POINT OF TANGEP&C,' ENO. - FC'UNO * =FIRE HYD�^�raT THE ROAD SHALL BE CLEANED AT THE END OF THE WORK DAY, SEDIMENT SHALL BE REMOVED BY
P.R.M. -PERMANENT RErI FENCE MONUMENT L.F.E. - LJ"t�EST F4.00R ELEVATIIOni \ \ SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDit�9rdT CONTROL DISPOSAL AREA. STREET
P.I. - POINT OF INTER�€')'`'.ON G.F.E. -GARAGE i`i_OOR ELEVATION Cd -POWER POLE WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
P.C. -POINT OF CURVaii.�tE F.F.E. - FINISHED :LOOK ELEVATiO" -WATER VALVE
P.C.C.- POINT of cOMPOp �° CUR°x�ATURE O.R.B. OFFICIAL. RECORDS BOOK GUY 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHALL BE REMOVED
P.R.C. -POINT OF R�{E•a''" CURVATURE P.B. PLAT BOO.. WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
D =DELTA (CENTRAL 'kr•IG;.E) D.B. - Oe�D P,C^u OVERHEAD WIRE ,kl � LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
R - RADIUS � PROPERTY LINE PG. -PAGE — - —= CENTERLINE ` STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
. � •fW - ss . MEASURES SHALL BE PERMANENTLY
A -ARC NO I.O. - NO IDENTIFICATION C.M.P. - CORRUGkED METAL PiPE 1%2 IRON MARKER FOUND 13. PROPERTIES AND WAi-ERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED
r =TANGENT STY - STORY R.C.P. = REINFOR,{�D CONCRETE PIKE 0 - 1e2" IRON ROD WITH P�=:nC IREMENTS IN
9GI�ADE LEGEND FROM SEDIMENT AND EROSION.
R =RECORD � F12M. � FRAME INV. - INVERT CAP MARKED "L.B. 6426" SET 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQU
M -MEASURED - CENTERLINE D.E.P.- DEFT. OF r_rMF
ORNMENTAI `OTECT3;1N ., 4"x 4" CONC. MONUMENT FOUND INDEXS NOS. 101, 102, 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
C .CALCULATED ." �';iTER !�t'TER U s 4"x 4" CONC. MONUMENT MARKED %, \ X\, • +-•� NEW ELEVATION
l�kf WAY "LB. 6426" SET '\
-t'�f��,lC; iIT 's•N do DRAINAGE ESMT. - Ei.ICTRIC: METER
:s. =Nail do DISK FOUND �"�,
.. SANITARY SEWER MANHOLE
NAiL Ge DISK MARKED
"L.B.
C.B.S. -CONCRETE BLOC' & STUCCO
- zTOPM EWER MANHOLE
6426" SET
- IRON ROD PREVIOUSLY SET
P U.E.MzU C LI1Y i�SEMENT
TPR � PJ. S R°AYOft dt MaFFFJt
UNDER "AA1N ROOF01
(�
- CONC. MONUMENT PREVia' : aLY SEA
OxQO - SPOT ELEVATION
(A
- SOUTHEF'I, �"LL
Q,
=NAIL dt DISK PREVIOUSLY ',ET
CONC. -CONCRETE
r'APi F TI•i tVISIt1N
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59
5 ® FIRE MIORddJT
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MAP OF SURVEY
CERTIFICATE OF AUTHORIZATION L.B. 642f3)
0
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A°Q vF 4
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1 INCH = 20 FEET
LOT 25
(BLOCK 508)
\ G
20
\� 6" Oil 1 \ � ` \\ \ A �0
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S SCALE IN FEET \,; /®
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DESCRIPTION:
$a
LOT 12 6-7
S I TE P LAIN (BLOCK 509)
61
\N*
4�
\
J
MIN, 5' 2"x 4" FRAME a *56" F f, ABOVE 6rAM,
L, 2 " x 4" ` 'POfZT F 05r 0 5'-0" O.C. MAX,
/ FXIST, TW-F 01z CWOLF OF TM5
PAIaZICA 5 r0 K IN5rALLF<2 ArMQW12
ALL FXISr, TW2 5 PKI012 r0 CON5fMJCTION.
TW5F AMA5 AM. r0 t3F HANv CP-Al2F12,
N(9 WAVY E Qu1IF'MFNt r013F U5F-p,
° 15'IN6 VFF, IMP CVON NFICA#P
3 WIT, 5TAY5 W/ 611AW5 a TWEE
'OOr PALL
NCAVATF I2" APOUNI2 PALL- FILL W1
WMr-Ntt? SOIL,
'.XI5r. II-5,
E45TIN6 TFF5 ON SITE 8i
T2 5 TO MMAIN I
T S rO M i-MOV�n 62
NEW CANOrY TM�51'LAN T --P ON SITE 112
r01' ._PO5r ITV, CANOry TIFF COIJh 1 �I
N MIA�C O54PDXFNO►t2 VALVES
rOF?O 520 4" rOr-LlF'5 o
f 1`0120 570 1211 1'01?-UP5 0
TMO 5WF-I? 700 HFAV5
MICPO-JFr M15TIrr HEA125
MFTFIR (13Y CITY)
IRRIGATION NOTES:
CONTRACTOR TO PROVIDE SHOP DRAWING OF IRRIGATION SYSTEM THAT WILL
PROVIDE 100 % COVERAGE: TO ALL LANDSCAPED AND SODDED AREAS. SYSTEM
WILL BE UTILIZE THE ABOVE LISTED COMPONENTS OR THERE APPROVED EQUAL.
NO WATER WILL BE ALLOWED TO BE BROADCAST OVER ANY PAVING, SIDEWALK
BUILDING OR STRUCTURE. IRRIGATION CONTRACTOR TO CO-ORDINATE WITH
LANDSCAPE CONTRACTOR FOR ALL DESIGN CRITERIA
i
NOTES:
IM16AVON LINE 1. All areas not otherwise planted are to be solid sod.
VACUMrPPMAMI2A5MOr.PYUrI1aTY, 2. All plant material shall be Fla. #1 or better and planted
according to best local standard practice.
3. All trees shall be a min. of 10' O.A. with a 2" caliper
measured 4 above grade.
s _ GATT; VAI-VF
4. Entire site to have an automatic irrigation system that
uNlor� - provides 100% coverage.
5. All planting areas to have mulch at a depth of 2 inches.
6. All landscaping will meet all applicable governmental codes.
5CHE12, 40 CV,
IN NOitrS;
i� I, A POSITIVE F21FL1~CMc CONNECTION SHALL
1 — DlF MAM MTVVrFN ALL GALV, ANP PRA55 CONNECTION
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