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provide 114" tooled .joint 1 1/2" deep at 5'-0" o%
provide 1/2" expansion joint material at corners and 40' o%
—TOOL EDGE
1/2" EXPANSION JOINT
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ttil FL.327B0 401•-267-7760
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CP F A 467-652-25 09
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PROVIDE 1/2" EXPANSION JOINT MATERIAL AT 50.0' O/C" / /// 1211
PROVIDE 1 /4" CONTROL JOINT CUT AT 20.0' O/C Q / / / , r • PRoP05n1 5TRLi TUM HA5 !�-?61 50UARE FEET
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TYPICAL DUMPSTER WALL SECTION
TYPICAL. DUMPSTER WALL SECTION
PLAN VIEW
3" WIDE X 12" DEEP 22.0'
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MAP OF SURVEY.� `s®® �` x�\ \ \ \ , ®°' \ / \ `, �A Q4' ��► �p �. sT1211'Et7 IN r3L1 � � -
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CERTIFICATE OF AUTHORIZATION L.B. 6426 �� „2g3 / `\ ��� JK 24" ` �4 \ /�� � A,Q ,4 GQ`� 1b
~a •� \ \ LOT 20 ' �' \ y Td 2 13LLE 5
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4" CONCRETE WEIR WITH 3" WIDE •.• / �qC� l >, G EROSION AND SEDIMENTATION CONTROLS SHALL COMPLY WITH THE FOLLOWING:
BY 12" DEEP NOTCH IN WEIR ••\, \ %�% \ r Z. �v + J`
•• / �' gyp. ~�� ? O� ' ��\O SURVEYORS NOTES:INVERT. 1, SEDIMENT BASINS AND TRAPS , PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURE
it `+• 'Pi \ 2 p, Q ?
� O D• 10 4 1. THIS PROPERTY HAS. NOT BEEN ABSTRACTED BY SURVEYOR FOR EASEMENTS AND/OR RIGHT INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING
SEEM kxl END DETAIL d� - p 1 g•' r�, cam' -OF-WAYS OF RECORD.
SNDwN ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCES TAKES PLACE.
vE 2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED. 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
3. DRAWINGS ARE NOT TC1 BE RELIED UPON FOR SCALE PURPOSES.
MATERIAL ON THE BALANCE OF THE SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED
60' 1`� TO PREVENT ANY SEDIMENT OR TRASH FROM FLOATING OR FLOWING ONTO ADJACENT PROPERTIES.
\�?• g,�% 4. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN
q TO U.S. STANDARD MEASURE (U.S. SURVEY FOOT). SEVEN DAYS AFTER FINAL GRADE HAS BEEN REACHED ON ANY PART OF THE SITE. TEMPORARY
FOOT TYPE "C" INLETS �<T \ 4 g S� 5. PURSUANT TO FLORIDA LAW (F.A.C. 61G17-6. 003(17)) THIS SURVEY IS BASED ON A SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE
p��g. CLOSED TRAVERSE. AT FINAL GRADE BUT THAT WILL REMAIN UNDISTURBED FOR MORE THAN 30 DAYS. PERMANENT
S «i ` - / 6. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. STABILIZATION SHALL BE APPKLIED TO AREAS LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. A PERMANENT VEGITATIVE COVER SHALL BE ESTABLISHED ON ALL AREAS NOT OTHERWISE
7. ONLY OPEN AND NOTORIOUS S EVIDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE LES OR PERMANENTLY STABILIZED. PERMANENT VEGITATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
DESCRIPTION 1 2" ROD � AND SHOWN HEREON; THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND UTILITIES OR
,s �� g6 �INYERT. ,67' FOUNDATIONS WHICH MAY ENCROACH. A GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE TO SURVIVE AND WILL INHIBIT ERROSION
CAST IRON GRATE SOTS 2O, !�� 1C., 23, ACID Z4, SLO�,IC08, SEDASTIAN HIG ANDS UNIT \/ /� 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL DEVICES SHALL BE INSPECTED FOR INTEGRITY
$ \ \ fig. 8. LEGAL DESCRIPTION N SHOWN WAS PROVIDED VERBALLY BY CLIENT.
AND CORRECTION OF ANY DAMAGED DEVICES TO BE DONE IMMEDIATELY.
ACCORDING TO THE PLAT' THEREOF, AS RECORDED IN PLAT BO 7, PAC E J . gyp• 9. ELEVATIONS BASED ON � 5CA0' ASSUMED AT �_ 6. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN ANY CUT OR FILL SLOPES U?4LESS CONTAINED
� \ I / .� NATIONAL GEODETIC VERTICAL DATUM OF 1 s29 (PARENT B.M. 41 ,ELEVATION
1/4" ALUMINUM PLATE SKIMMER PUBLIC RECORD-c OF INDIAN RIVER COUNTY FLOsRIDA. 2�®� `\ / ` � 7?77? ,) WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
1 j
to, BEARING BASED ON THE C/L OF S. WIMBROW DRIVE BEING N 51'49'23"W (ASSUMED) 7. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION
SHALL BE PROVIDED.
ACCORDING TO MAP N0. 12061 CO076E, PANEL 07& OF 169, �g PLANS ARE NOT TO 13E USED 8. SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL.
DATED: MAY 4, 1989, THIS PROPERTY LIES IN FLOOD ZONE X. ` ,g6� 12, LOTTDI DIMENSIONS AND BEARINGS ARE FRECORD AND CMEASURED UUNLESS OTHERWISE NOTED, ALL STORM INLETS THAT ARE MADE OPERATABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT LADEN WATER CANNOT ENTEfk THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
T EED ��TREATED TO REMOVE ANY SEDIMENT.
3" CONCRETE WEIR LOT 12 9. BEFORE TEMPORARY OR NEWLY CONSTRUCTED CHANNELS ARE MADE OPERATIONAL ADEQUATE OUTLET
F , � 1 (BLOCK 509) 50
19.0'
FOOT TYPE "C" INLET
60
rrr�
PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED
IN BOTH THE CONVEYANCE CHANNEL AND THE RECIVING CHANNEL,
10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE
PROVIDED TO ENSURE INTENDED PURPOSES IS ACCOMPLISHED. THE OWNER AND THE CONTRACTOR
SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT
STRUCTURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY.
11. WHERE CONSTRUCTION VEHICLES ROUTE INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL
BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO THE PAVED SECTION OF THE ROAD,
WHERE SEDIMENT IS TRANSPORTED ONTO PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS
THE ROAD SHALL BE CLEANED AT THE END OF THE WORK DAY. SEDIMENT SHALL BE REMOVED BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMNT CONTROL DISPOSAL AREA. STREET
WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
prERSE I P.S. - PLAT BOOK -w -«-.. FENCE C),c•� 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHALL BE REMOVED
D - RADfA (CENTRAL 'ANG1 D.B. DEED BOOK - - - -. CENrERLIOVERHEAWIRE °� \ q WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
R RADIUS F DPERTY LINE PC PAGE — - •CENTERLINE � \ c� LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
A - ARC NO I.D. - NO IDENTIFICATION C.M.P. - CORRUGATED METAL PIPE ® . 1/2 IRON MARKER FOUND * (�, MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
T •TANGENT STY'.. STORY R.C.P. •REINFORCED CONCRETE PIPE 0 1/2" IRON ROD WITH PLASTIC \ T 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED
R •RECORD � FRtal. - fRIJAE W. � INVERT CAP MARKED "L.B. 6426" SET '�,
M - MEASURED - CENTERLINE OAK. DEFT. OF ENVIORNMENTAL PROTECTION ()GRADE LEGEND FROM SEDIMENT AND EROSION.
C - CALCULATED - 4"x 4" CONIC. MONUMENT FOUND `�
WAY W WATER METER D - 4'x 4" CONIC. MONUMENT MARKED �9 Ze 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN
UTILITY & DRAINAGE ESQ' E - ELECTRIC METER *L8. 6426" SET •,'` `� NEW ELEVATION INDEXS NOS. 101, 102, 103 OF FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
- NAIL & DISK FOUND
® - SANITARY SEWER MANHOLE A - NA L At DISK MARKED •�� ti
LEGEND:
P.O.C. - POINT OF COMMENCEMENT B.M. - BENCH MARK ESMT, - EASEMENT
P.O.B. - POINT OF SEGINNINv O/S - OFFSET (TYP.) - TYPICAL °*q,
P.C.P. - PERMANENT CONTROL. POINT ASPH. - ASPHALT APPROX. - APPROXIMATE
P.T. - POINT OF TANGENCY FND. - FOUND FIRE HYDRANT
P.R.M. - PERMANENT REFERENCE MONUMENT L.F.E. - LOWEST FLOOR ELEVATI.ON
0-
P.I. - POINT OF INTERSECTION G.F.E. - GARAGE FLOOR ELEVATION 4 - POWER POLE
P.C. - POINT OF CURVATURE F.F.E. - FINISHED FLOOR ELEVATION 04 - WATER VALVE
P.C.C.- POINT OF COMPOUND CURVATURE O.R.B. - OFFICIAL RECORDS BOOK 4 -- GUY ANCHOR � ` �0G'�e.
P R C POINT OF R :URVATURE
C.B.S. - CONCRETE BLOCK & STUCCO
SECTION EASEMENT
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- STORM SEWER MANHOLE
SET
"PREVIOUSLY
AL SURrtY do MAPPER
- IRON, ROD SET
CONTROL STRUCTURE CONIC. = CONCRETE ON
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12
- UNDER MAIN ROOF
- SRN' BET.
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- CONIC. MONUMENT PREVIOUSLY SET
- WK & DISK PREVIOUSLY SET
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x03 'EXISTING D-FVATION
559
FIRE HYDRANT