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CRAIN LINK FENCE GATES AND C.B.S. � f1 �t'
WALL SURROUNDING PROPERTY TO BE /,II1 �' I W I
� I .BARKING METER
DEMOLISHED do REMOVED. /,111 o N (TYPICAL)
REMOVE PARKING METERS
W17HIN DEMOLITION AREA ' TYP.
I-
,�� N I o
W V�
N
U.11 r
I u J
POWER POLE k OVERHEAD - -CATCH BASINS � CONC. SLAB
c WIRES TO BE REMOVED, TO BE REMOVED. BACKFILL SAN
TYP (SEE ELEC. DWGS TRENCH A5 NECESSARY . L 4 T
LEGEND:
- a C i • • Y
1 •
y � • V •
EXISTING ASPHALT AND CONCRETE E `•
TO BE DEMOLISHED AND REMOVED.
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ASPHALT PAVEMENT
EXISTING TO BE REMOVED.
DEMOLITION NOTES
1. CONTRACTOR IS TO REFERENCE ARCHITECTURAL, LANDSCAPING, MEP
AND OTHER DRAWINGS ASSOCIATED TO THIS PROJECT FOR
ADDITIONAL SITE DEMOLITION REQUIREMENTS NOT SHOWN HERE-IN.
2. CONTRACTOR IS TO MAINTAIN PEDESTRIAN TRAFFIC AT ALL CRITICAL
AREAS AND AT ALL TIMES. ALL TEMPORARY FACILITIES SHALL
COMPLY WITH THE LATEST REQUIREMENTS OF LOCAL BUILDING CODES
AS WELL AS ACCESSIBILITY REQUIREMENTS.
3. EXISTING LANDSCAPING AND TREES LOCATED WITHIN THE PROPOSED
CONSTRUCTION AREA IS TO BE REMOVED AND /OR RELOCATED. REFER
TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING
IRRIGATION SYSTEM WITHIN NEW WORK AREA TO BE REMOVED. REFER
TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.
4. COORDINATE WITH OTHER FOR REMOVAL /RELOCATION OF EXISTING
LIGHT /POWER POLES AND OVERHEAD /UNDERGROUND ELECTRICAL.
5. REMOVE EXISTING WATER, SEWER, ELECTRICAL, COMMUNICATONS, GAS
ETC. SERVICES TO EXISTING BUILDING TO BE DEMOLISHED.
COORDINATE WITH OWNER OF UTILITY FOR SPECIFIC REQUIREMENTS.
6. EXISTING SITE PLAN WAS DEVELOPED FROM DRAWINGS AND
INFORMATION PROVIDED BY SURVEY.
7. CONTRACTOR SHALL EXERCISE CAUTION TO AVOID DAMAGING
EXISTING SITE FEATURES THAT ARE TO REMAIN. ANY DAMAGE TO
SITE FEATURES NOT DESIGNATED FOR REMOVAL SHALL BE RESTORED
TO ITS ORIGINAL CONDITION AND AS ACCEPTED BY THE OWNER.
S. ALL DIMENSIONS AND DISTANCES SHALL BE FIELD COORDINATED AND
VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER /ARCHITECT FOR RESOLUTION.
-
FOR ADD L. INFO.) 0 / p CD, G ATE 10.6
NV EL 8.60
I(TO EMAIN) SMIH, IM NV EL 4.82N ?�j
CATCH BASIN FRAME k w L� � I - �1 �I'I 15„ �7.62 6.42SE I
S r y A L T p GRATES TO BE REMOVED, WATER METERS TO BE ELEVRa.2a D lam; C- -POWER POLE do OVERHEAD - _ / SDpp.� I._.
r� TM REMOVED. PIPES TO BE i / ��2" so I O
P A V E M E. N T c'LEV.:i.50 WIRES TO BE REMOVED,
CAPPED do ABAND., TYP. TYP (SEE ELEC. DWGS /
o (COORDINATE W/ MDWASD) FOR ADD'L. INFO.) I S p NfN Cl, GR 0.2
o SUB- COVERED TRENCH TO BE REMOVED. I F.P.L. T �`, INV EL.
BACKFILL TRENCH AS NECESSARY, TYP. I ASEMEN /
/ '50 "W 222.74' _ U.P. �i / / R/W LINE
- - i` -��•/ _ _ .. _ _ 0 RHEAD OVERH AD WIRE ...,_ �+
- `� / Pub!rc b.orks A Engineering Denartr.�,.nt
Cl, GRATE - 7 %% TTTj / - - EXIST. SLAB -ft - - - - - ff R I ;J!nooring e, Construction Division
EL 7.50 - - - ( / / / / / / / /� COVERED TRENCH i / /EL�i� Q CB, GRATE 10.40
CB, GRATE 9.80 N ' INV EL 6.71 r�nprn,cd Permit Number
- -- -15" CR SAN- --- /- '-I �° 15" VCP SAN- --I -- -. - - - INV EL 6.20 - - -15` VCR SAN ---- --- ❑ t�Pr ved �.s noted
rA' I I �--r q p -� SAN MH, RIM 10.70
- 1 -�1� I I ��NAN MH, RIM 7.3s ASHALT PAVEMENT TO �lE I / f n S T R E� T C� plsarprnv �d ofe �,iny 4►'+
-RE- MOVED:- SAW�UT -WH E V' "�- INV EL _'X d5W
- 3.77E, - 3.78S- OF 50 R/W . i �' C/ *j 7 ��
o I I NECESSARY, TYP.
STORM DRAIN PIPE I \- RASELINE (>'- � --- -- -24" sD-- -I - -- --- - SMH, RIM 11.10
I I I TO BE REMOVED. 1 N SURVEY -'?SMH, RIM 9.72 o INV EL 5.85N, - -
._ -4" I I INV L 5.12N, 5.70S,W
WM- --q -, r._. -. _.. - - -.. _...... _.,.,, _.._ _... -..- n'I�,t� fr'i hl , +,3�,,f1O (.' }^ _ ..N - - - -- -Wcr -
"i A -- - ''V 3.47 , 3.42E 4.. _ -j na'ure Ife
K - - - -- = -
FHA `�' a SIGN I WM .36 -- c CEI GRATE 10.50 -� ..._.- ....
CD, GRATE � �,
/ V N o I DROP t UR(s SIGN I R/W LINE ��
w1 � �� ,......... NV EL 4.96 ., ..IGN INV EL 7.35
BE REMOVED. SEE DWG. 0 GV
C - -4 FOR ADD'L INFO. SM , RIM 8.92
INV EL 3 1S,
3.7 E. 3.25W - I SIGN
SLAB- COVERED TRENCH TO '9 O 15 _SD i•+
BE REMOVED. BACKFILL CD, GR TE E 70 5 Cl, RATE 6.90 Uz
TRENCH AS NECESSARY, TYP. INV EL .OJO ® I Lu INV J 3.20
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RONEY J. MATEU
AR 0001220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156 -
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
RISTORNO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOUR
MIAMI, FLORIDA 33143
FL. MEG. No.: Ed- 0047.°
Ji•' /� 444
MANUEL D. GARCIA' ' L
FL. P.E. No.: 47639
i
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD,
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
M A TE U AM C H I T E C T U R E INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR NY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT /ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605 -
DRAWN BY:
CHECKED 1Y:
ISSUE DATE;
REVISIONS
.W.iY.
SHEET TITLE
DEMOLITION
SITE PLAN
SHEET: OF:
G -I
LEGEND
CI ■
CATCH BASIN
SMH O
STORM MANHOLE (DRAINAGE)
SAN MH O
SANITARY MANHOLE
wM❑
WATER METER
GV>a
GATE VALVE
T
SIGN
E-
GUY WIRE
UPS
UTILITY POLE
ABBREVIATIONS
DIP =
DUCTILE IRON PIPE:
VCP =
VITRIFIED CLAY PIPE
SD =
STORM DRAIN PIPE
WM =
WATER MAIN
SAN
= SANITARY SEWER MAIN
F.F.E.
= FINISHED FLOOR ELEVATION
-
FOR ADD L. INFO.) 0 / p CD, G ATE 10.6
NV EL 8.60
I(TO EMAIN) SMIH, IM NV EL 4.82N ?�j
CATCH BASIN FRAME k w L� � I - �1 �I'I 15„ �7.62 6.42SE I
S r y A L T p GRATES TO BE REMOVED, WATER METERS TO BE ELEVRa.2a D lam; C- -POWER POLE do OVERHEAD - _ / SDpp.� I._.
r� TM REMOVED. PIPES TO BE i / ��2" so I O
P A V E M E. N T c'LEV.:i.50 WIRES TO BE REMOVED,
CAPPED do ABAND., TYP. TYP (SEE ELEC. DWGS /
o (COORDINATE W/ MDWASD) FOR ADD'L. INFO.) I S p NfN Cl, GR 0.2
o SUB- COVERED TRENCH TO BE REMOVED. I F.P.L. T �`, INV EL.
BACKFILL TRENCH AS NECESSARY, TYP. I ASEMEN /
/ '50 "W 222.74' _ U.P. �i / / R/W LINE
- - i` -��•/ _ _ .. _ _ 0 RHEAD OVERH AD WIRE ...,_ �+
- `� / Pub!rc b.orks A Engineering Denartr.�,.nt
Cl, GRATE - 7 %% TTTj / - - EXIST. SLAB -ft - - - - - ff R I ;J!nooring e, Construction Division
EL 7.50 - - - ( / / / / / / / /� COVERED TRENCH i / /EL�i� Q CB, GRATE 10.40
CB, GRATE 9.80 N ' INV EL 6.71 r�nprn,cd Permit Number
- -- -15" CR SAN- --- /- '-I �° 15" VCP SAN- --I -- -. - - - INV EL 6.20 - - -15` VCR SAN ---- --- ❑ t�Pr ved �.s noted
rA' I I �--r q p -� SAN MH, RIM 10.70
- 1 -�1� I I ��NAN MH, RIM 7.3s ASHALT PAVEMENT TO �lE I / f n S T R E� T C� plsarprnv �d ofe �,iny 4►'+
-RE- MOVED:- SAW�UT -WH E V' "�- INV EL _'X d5W
- 3.77E, - 3.78S- OF 50 R/W . i �' C/ *j 7 ��
o I I NECESSARY, TYP.
STORM DRAIN PIPE I \- RASELINE (>'- � --- -- -24" sD-- -I - -- --- - SMH, RIM 11.10
I I I TO BE REMOVED. 1 N SURVEY -'?SMH, RIM 9.72 o INV EL 5.85N, - -
._ -4" I I INV L 5.12N, 5.70S,W
WM- --q -, r._. -. _.. - - -.. _...... _.,.,, _.._ _... -..- n'I�,t� fr'i hl , +,3�,,f1O (.' }^ _ ..N - - - -- -Wcr -
"i A -- - ''V 3.47 , 3.42E 4.. _ -j na'ure Ife
K - - - -- = -
FHA `�' a SIGN I WM .36 -- c CEI GRATE 10.50 -� ..._.- ....
CD, GRATE � �,
/ V N o I DROP t UR(s SIGN I R/W LINE ��
w1 � �� ,......... NV EL 4.96 ., ..IGN INV EL 7.35
BE REMOVED. SEE DWG. 0 GV
C - -4 FOR ADD'L INFO. SM , RIM 8.92
INV EL 3 1S,
3.7 E. 3.25W - I SIGN
SLAB- COVERED TRENCH TO '9 O 15 _SD i•+
BE REMOVED. BACKFILL CD, GR TE E 70 5 Cl, RATE 6.90 Uz
TRENCH AS NECESSARY, TYP. INV EL .OJO ® I Lu INV J 3.20
z �I z
A N
of � � �
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1.1
1-
ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RONEY J. MATEU
AR 0001220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156 -
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
RISTORNO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOUR
MIAMI, FLORIDA 33143
FL. MEG. No.: Ed- 0047.°
Ji•' /� 444
MANUEL D. GARCIA' ' L
FL. P.E. No.: 47639
i
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD,
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
M A TE U AM C H I T E C T U R E INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR NY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT /ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605 -
DRAWN BY:
CHECKED 1Y:
ISSUE DATE;
REVISIONS
.W.iY.
SHEET TITLE
DEMOLITION
SITE PLAN
SHEET: OF:
G -I