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SOUTH DIME HIGHWAY LEGEND
STATE ROAD U . S. H WY. �v
EXISTING ASPHALT CONCRETE TO
(R/W VARIES) - - - - - EE REMOVEDWv r - - -- - --- �-- -= -- -- - - - - T�-- -- CRETE SIDEWALK TO
'�Y w EXISTING CON DE
,
I'A2 2BE REMOVED
EXISTING OVERHEAD - - -- - -
- OHE -- SHE OHE -_ OHE - _ OSE - - - OHE OHE - ISH€ - - H€ SHE oHE _- SIE �H€ - = a E ��HE ELECTRIC- OHE- OHE - at±€- - _ = - BE REMOVED SCALE TO
_ (TYP) } SHE �H€ EXISTING LAND
-
- - oHE - SHEE SHE SHE - g€c - -
E
N 4988.227E _ - -
- € 7977.3748 - EXI PALM—TREES
-- - - -- - EXISTING LIG
.--- - - - -
ALONG S.R. fi0 - POLES TO
REMAIN
D R1W. (L) - REMAIN TYR
-- - -.-�— �—I
- - -
PROPOSED FULL DEPTH EPTH AWC UT
_ -re
n
7I9r Rs EASEMENT OR SETBACK -
II r
21 Lpi - 101
k - PROPERTY LINE/RIGHT OF WAY
EXISTING WOOD FENCE
REMOVE ENTIRE EXISTING PATIO -
�-
--
RAIL, BRICK PILLARS TO - --- L - s--- EXISTING OVERHEAD LINES �D)
REMAIN (TYP) -
-- EXISTING - -_- EXISTING CURE TO RE
CURB TO REMAIN - ' - - REMOVED
;s
EXISTING LANDSCAPE --,u'}
AREA TO BE REMOVED
rf7�ry
(SEE NOTE 8) h'yfi
On
{ FjL (TYP) --- �� EXISTING WOOD FENCE TO
_ - PROPOSED
REMAIN (TYP)
EXISTING KRISPY KREME PROPOSEDa1
REMODEL TO CHIPOTLE MEXICAN GRILL_''"
EXISTING STORM
SEWER CATCH BASIN
TO REMAIN
I
EXISTING SANITARY -
MANHOLE (TYP)
SITE BENCHMARK -
NAIL Int- DISC
ELEVATION -10.02
N 4894,1222
E 8084.9811
EXISTING LARKING-
- SPACES AND
STRIPING TO REMAIN
(TYP)
EXISTING CONCRETE-
SIDEWALK TO REMAIN
17XIgTINn I ANI)SCAPE
EXISTING SANITARY
MANHOLE TO REMAIN
EXISTING LANDSCAPE
EXISTING CONCRETE -- - _RF -MM
CURB TO REMAIN - (SEE NOTE 8)
EXISTING LIGHT
S EXISTING INTERCO
POLE TO REMAIN
�� rsr aer�Fc�r�r
EXISTING OVERHEAD
HEIGHT SIGN rkt _ ' '
TO BE REMOVED +.;
Lmi
: zt, �., �i�•slr� < �,t�+s�'�(�`ti �.r f�����i�c' �,{t-N.y.-'
REMOVE 24* EXISTING'a
CONCRETECURB
EXISTING PALM TREE,sEz,>a
TO REMAINO
EXISTING DISPLAYs�,
BOARD TO BE i
REMOVED 17.9' -
EXISTING ASPHALT - REMOVE 43't EXISTING
PAVEMENT
TO BE REMOVED CONCRETE CURB
EXISTING LANDSCAPE
AREA TO BE
REMOVED(SEE NOTE 8)
EXISTING GREASE TRAP
MANHOLES TO REMAIN
EXISTING PALM TREES
TO BE REMOVED AND
RELOCATED
NG ASPHALT DRIVE
TO REMAIN
EXISTING LIGHT
POLE rrO REMAIN
AREA TO BE REMOVED
(SEE NOTE 8)
-EXISTING TREE AND
LANDSCAPE ISLAND TO
REMAIN
�J11y31 HILT Id++Irl l- ,� �
SCREENING TO REMAIN.
REPAINT, -.COORDINATE
COLOR WITH OWNER.
(SEE ARCHITECTURAL
PLANS FOR DETAILS)
Wit'a'
EXISTING WOOD FENCE TO I
REMAIN (TYP) f
fj
f
SITE BENCHMARK
NAIL & DISC
ELEVATION=10.88
,NERAL NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEY 'INFORMATION OBTAINED FROM DRAWING C400 DATED JANUARY,
2007, BY EOG OF FLORIDA, LLC. REFER TO SHEET C400 FOR SURVEY INFORMATION.
ADDRESS. 287 PLAZA DRIVE, SUITE D
OVIEDO, FLORIDA 32785
RHONE. (407) 971-0888,
2. CONTRACTOR SHALL' BE RESPONSIBLE TO RAY ANY NECESSARY FEES, CHARGES, AND/OR PERMITS REQUIRED
BY UTILITIES FOR DEMOLITION AND REMOVAL OF EQUIPMENT, LINES, AND ACCESSORIES FROM SITE,
3. EXISTING UTILITY INFORMATION SHOWN ON DRAWINGS IS APPROXIMATE AND SHALL BE VERIFIED BY
CONTRACTOR PRIOR TO BEGINNING DEMOLITION ACTIVITIES.
4. THE CONTRACTOR IS RESPONSIBL-E. FOR THE INVESTIGATION, , LOCATION, SUPPORT, PROTECTION, AND
RESTORATION FOR ALL EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT.
THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION TO VERIFY THE
VERTICAL AND HORIZONTAL EFFECT ON THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL
UTILITY OWNERS NEAR THIS SITE, INCLUDING FLORIDA SUNSHINE STATE ONE CALL 1(800)432-47701 A MINIMUM
OF 72 HOURS PRIOR TO DEMOLITION ACTIVITIES AND SHALL NOTIFY ALLUTILITY COMPANIES AT LEAST 48
HOURS PRIOR TO WORK IN THE VICINITY OR THEIR UNDERGROUND LINES.
8. ALL DISCONNECTIONS MUST BE COORDINATED WITH THE OWNER AND UTILITY CONCERNED. CONTRACTOR
SHALL TERMINATE SERVICE ACCORDING TO UTILITY COMPANY SPECIFICATIONS.
6. ALL CURBING, ROAD, PARKING LOT, AND SIDEWALK MATERIALS SHALL BE REMOVED AS SHOWN ON PLAN.
SAWCUT ALL CURBING, ROADWAY, PARKING LOTS, AND SIDEWALKS, WHERE NECESSARY, -IN -
NA CLEAN AND NEAT
MANNER. REMOVE MATERIALS TO EXISTING SUBGRADE. PROPERLY DISPOSE ALL DEMOLISHED MATERIALS OFF
SITE.
7, CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL REQUIRED TRAFFIC CONTROL DEVICES IN
ACCORDANCE WITH THE FLORIDA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
S. CONTRACTOR SHALL REMOVE EXISTING LANDSCAPE MATERIALS INCLUDING TREES AND SHRUBS WITHIN
DEMOLITION LIMITS UNLESS OTHERWISE NOTED ON PLANS. REMOVE MATERIALS TO EXISTING SUBGRADE.
PROPERLY DISPOSE ALL DEMOLISHED MATERIALS OFF SITE.
9. CONTRACTOR SHALL PROVIDE SUPPORT AND PROTECTION TO EXISTING UTILITY POLES IN AND/OR DIRECTLY
ADJACENT TO DEMOLITION AREAS.
10. EXISTING WATER AND SANITARY SEWER SERVICE LINE LOCATIONS ARE BASED ON PLAN DOCUMENTS. EXACT
LOCATIONS ARE NOT KNOWN. NEW TENANTS TO USE EXISTING WATER AND SANITARY SERVICES.
11. CONTACT CITY OF SOUTH MIAMI FOR DEMOLITION PERMIT FOR PARTIAL REMOVAL OF EXISTING STRUCTURE.
12. CONTRACTOR SHALL DEMOLISH AND DISPOSE PORTIONS OF THE EXISTING ONE STORY STRUCTURE, AS
SHOWN ON THESE PLANS AND THE ARCHITECTURAL PLANS, INCLUDING FOUNDATION, SLAB AND UTILITY SERVICES
TO A SOUND AND STABLE SUBGRADE AND ELEVATION AS NECESSARY TO CONSTRUCT THE NEW FACILITY.
13, PNCE AND COMPACT ENGINEERED FILL WITHIN THE LIMITS OF BUILDING, AND WHERE NEEDED ON-SITE IN
LOOSE LIFTS (8 INCHES THICK OR LESS) COMPACTED TO AT LEAST 987- OF THE MAXIMUM STANDARD PROCTOR
DRY DENSITY AS DETERMINED BY ASTM D-698 STANDARD METHOD (AASHTO T-99), OR AS OTHERWISE
DIRECTED BY THE SOILS ENGINEER. MOISTURE CONTENT OF THE ENGINEERED FILL MATERIAL SHOULD
GENERALLY BE CONTROLLED TO WITHIN --3% TO +3% OF OPTIMUM -MOISTURE -CONTENT. DEPENDING ON THE
TIME OF YEAR OF EARTHWORK, MOISTURE ADJUSTMENT OF THE ENGINEERED FILL MAY ,BE REQUIRED TO
ACHIEVE ADEQUATE COMPACTION. ENGINEERED FILL MATERIAL REQUIRED TO RAISE THE GRADE MAY CONSIST OF .
SAND AND GRAVEL, ENGINE=ERED FILL SHALL BE FREE OF TOPSOIL, ORGANICS, DEBRIS, AND CHEMICAL
CONTAMINATION. ALL ENGINEERED FILL MATERIALS SHALL BE OBSERVED AND APPROVED BY THE SOILS ENGINEER
TO USE ON-SITE.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL DEMOLITION WORK ASSOCIATED WITH THE
EXISTING BUILDING TO BE REMOVED ON THIS SITE AND SHALL COORDINATE WITH THE UTILITY COMPANY FOR
ELECTRICAL UTILITIES TO BE REMOVED.
15. EXCAVATION AND ALL OTHER WORK ASSOCIATED WITH THIS PROJECT TO BE DONE IN SUCH A MANNER AS
TO MINIMIZE POTENTIAL .DAMAGE TO EXISTING UNDERGROUND UTILITIES, STRUCTURES, AND OTHER ELEMENTS
WITHIN AND ADJACENT TO THE CONSTRUCTION LIMITS, WHETHER INDICATED ON DRAWINGS OR NOT. DAMAGE TO
ELEMENTS AS A RESULT OF WORD IN THIS CONTRACT SHALL BE REPAIRED TO THE OWNER'S AND/OR UTILITY
AUTHORITY'S SATISFACTION, AT THE CONTRACTORS EXPENSE,
18, FOR DEMOLITION OF ANY AND ALL BUILDING ITEMS REFERENCE ARCHITECTURAL PLANS, .
F)RE DEPARTMENT N
PLANS PREPARED BY:
3`o.F1r ' IVIL ENVIRONMENTAL CONSULTANTS INC.
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GLAViN FEHtR ARCHITECTS INC.
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u2 mIRAN0VA PLACE
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COLUMBUS, OHIO 4,3215
TEL! 614.228.3400
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F A X 6 1 4 2 2 8 3 3 3 7
WWW , O L A V A N. C O M
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8740 Ism kms, a� 100
!Ch(81) almm (on) an 88 8
Bablwin
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COPYRIGHT 2001
THIS DRAWING IS AN INSTRUMENT OF
SERVICE AND AS SUCH REMAINS THE
PROPERTY OF CHIFOTLE MEXICAN BRILL
IND.. PERMISSION FOR USE OF THIS
DOCUMENT 18 LIMITED AND CAN BE
EXTENDED ONLY BY WRITTEN AGREEMENT
WITH OHIPOTLE MEXIDAN GRILL INC..
1 543 WAZEE STREET
DENVER, COLORADO 80202
PHONE: (303) 595-4660
FAX: (303) 595-4014
INTERNET: WWW.CHIPO`t'LE.00M
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03-0 — FIREIDERM-- UBM AL
a{aviaians.
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Checked:
JTH
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CMG302
Contacts:
DEMOLITION
PLAN
Drnir�:
cloo
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