11-1075-002x
PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
x
LOT AREA:
28 DAYS, UNLESS OTHERWISE NOTED (U.O.W.).
2.
ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
`1
266
113
309
3,062
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
TOTAL BUILDING COVERAGE PROVIDED =
ACCORDANCE WITH RESISTANCE STANDARDS.
Ln
m
<
BUILDING COVERAGE REQUIRED 30% MAX.=
N
I
I I
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
V)
5,003
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
Ix
EXISTING
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
C. L. F.
HARDENED BOLT INSERTS.
DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
x
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
W
X EXISTING RELOCATED
1_
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
A/C CONDENSING UNIT
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
Ix 500 GAL
LP GAS
�10'
I 6' -0 "W. x 4' -0" H. I
I ACCESS GATE WITH I
SELF - CLOSING DEVICE I
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
MIN 3D.
110' MIN
W
Q
�
5.
[/ /c
n/c
x
I I NEW A/C
RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
l J COND. UNIT
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
12
0 x --
/C
2.5
0 I EXISTING ACCESS GATE
- - -
N ui QI�
plp - -- �
- -- 5
- - -
CURBS, ETC.
WITH SELF - CLOSING
HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
j & SELF - LATCHING DEVICE. I
I 1
I I
x DEVICE & SELF - LATCHING
II DEVICE.(MIN. 4' -0" H.)
MIN. 3
0
I c.r)
7, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
0
Cn
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
7,
GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
Ix B
IN 6
z
__j T<
� x
EXISTING,---- -
x TILE AREA 12
TO REMAI 2.5
0 x _
Dh
IL X
PROPERTY LINE 118.00' 7 7
�_7XISTING WOOD FENCE
L\ 35' SECURITY AND FORCED ENTRY PREVENTION GENERAL NOTES
N
EXISTING N W 4 " -0 HI.
C.L.F. TO BE II CHAIN LINK FENCE
REMOVED
NN -- -
0
N�CD 5r 6,r 0
F- ----1 ~ I C0
-
I I �
-- 7'6r I I ' MIN.
12 r- - ---� ' EXISTING FENCE
2. I & GATE TO BE
12 j REMOVED ( W
I I
� I IZ
I �I
I � I
I I II
72' -5" _ i NEW RESERVE AREA I
Ld
5 r, I (SEE PLUMBING DWGS.) e �
I I
NEW 4 " -0 HI.
CHAIN LINK FENCE 1 45' I 0
863 SF. RESERVE AREA I
-X �X (�
X X p12_
� I I
I F
[I\-NEW DRIVEWAY
' (3'- 9 "x3' -9 "x 6"
CONC. SLAB W/
SALF FINISH)
(SEE DETAIL)
TRIANGLE OF
VISIBILITY
�`�\ \\�\ l \\.1\\�\� P • ,�% ii; % %iii
0 12' 10'
TRIANGLE OF
VISIBILITY
NEW 1 "0 CWP S VICE NEW 1 to WATER
METER ASSEMBLY,
W /SHUTOFF VALVE.
N
NEW 1 "0 CWP SERVICE
30o-4Y4)$ I
SETBACK I 0 0
cd
-- 5' MIN.
ca
I I
II (�1 II I I
1,050 GAL li `J it I I
SEPTIC TANK it li I ' MIN.
4' .. NEW DRAINFIELD AREA 15'
� N � (SEE PLUMBING DWGS.) i I
� I
REMOVE EXIST. WALKWAY & I I
INSTALL NEW 4' -0" x 4' -0" I I
x 6" CQNC, SLAB W/ SALT
FINISH (SEE DETAIL) 3g'
PROPERTY LINE 118.00 5' MIN.
EXISTING
PARKING
ASPHALT
S.W. 82nd. STREET
16.0' PARKWAY
SITE PLAN
SCALE 1/8"=V-0))
N
h
`3
W
Z
W
L0Q
t
cri
cam'
1.
PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
PROVIDED
LOT AREA:
28 DAYS, UNLESS OTHERWISE NOTED (U.O.W.).
2.
ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
2, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL
266
113
309
3,062
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
TOTAL BUILDING COVERAGE PROVIDED =
ACCORDANCE WITH RESISTANCE STANDARDS.
6
FT.
BUILDING COVERAGE REQUIRED 30% MAX.=
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH
I
I I
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
OF 36,000 PSI, AND MEET ASTM A -36 SPECS.
5,003
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
Ix
TOTAI IMPERVIOUS COVERAGE PROVIDED =
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
FT.
HARDENED BOLT INSERTS.
DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
4.
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
W
1_
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
-
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
I 6' -0 "W. x 4' -0" H. I
I ACCESS GATE WITH I
SELF - CLOSING DEVICE I
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
Y
' Q
W
Q
�
5.
Ix
x
RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
(jC�
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
TECTURAL, A /C, ELECTRICAL AND PLUMBING DWGS., TO LOCATE
z
LATCHES.
N�co 12
2.
N`n
�
-
- -
- - -
N ui QI�
plp - -- �
- -- 5
- - -
CURBS, ETC.
6.
HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
j & SELF - LATCHING DEVICE. I
I 1
I I
a
MIN. 3
0
I c.r)
7, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
Y
Q
0-
[I\-NEW DRIVEWAY
' (3'- 9 "x3' -9 "x 6"
CONC. SLAB W/
SALF FINISH)
(SEE DETAIL)
TRIANGLE OF
VISIBILITY
�`�\ \\�\ l \\.1\\�\� P • ,�% ii; % %iii
0 12' 10'
TRIANGLE OF
VISIBILITY
NEW 1 "0 CWP S VICE NEW 1 to WATER
METER ASSEMBLY,
W /SHUTOFF VALVE.
N
NEW 1 "0 CWP SERVICE
30o-4Y4)$ I
SETBACK I 0 0
cd
-- 5' MIN.
ca
I I
II (�1 II I I
1,050 GAL li `J it I I
SEPTIC TANK it li I ' MIN.
4' .. NEW DRAINFIELD AREA 15'
� N � (SEE PLUMBING DWGS.) i I
� I
REMOVE EXIST. WALKWAY & I I
INSTALL NEW 4' -0" x 4' -0" I I
x 6" CQNC, SLAB W/ SALT
FINISH (SEE DETAIL) 3g'
PROPERTY LINE 118.00 5' MIN.
EXISTING
PARKING
ASPHALT
S.W. 82nd. STREET
16.0' PARKWAY
SITE PLAN
SCALE 1/8"=V-0))
N
h
`3
W
Z
W
L0Q
t
cri
cam'
1.
PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
PROVIDED
LOT AREA:
28 DAYS, UNLESS OTHERWISE NOTED (U.O.W.).
2.
ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
2, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL
266
113
309
3,062
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
TOTAL BUILDING COVERAGE PROVIDED =
ACCORDANCE WITH RESISTANCE STANDARDS.
MEET ASTM A -36 SPECS,
FT.
BUILDING COVERAGE REQUIRED 30% MAX.=
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH
3.
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
OF 36,000 PSI, AND MEET ASTM A -36 SPECS.
5,003
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
TOTAI IMPERVIOUS COVERAGE PROVIDED =
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
FT.
HARDENED BOLT INSERTS.
DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
4.
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
W
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
W
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
MIN. THROW BOLTS WITH INSERTS.
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
Q
W
BEFORE PROCEEDING WITH THE WORK.
5.
JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
(jC�
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
TECTURAL, A /C, ELECTRICAL AND PLUMBING DWGS., TO LOCATE
z
LATCHES.
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
U
CURBS, ETC.
6.
HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
a
REMOVEABLE PINS AND NON - EXPOSED SCREWS.
7, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
Cn
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
7,
GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1.
8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
8.
VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS
9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
ENGINEER'S APPROVAL.
�0
STANDARD 297.1.
10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
9.
WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL
11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
Q�
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND
SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
a-
SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
0
ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
U
U)
PROVIDE LOCKS EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE
ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
CAPABLE OF WITHSTANDING A FORCE OF 15D LB. APPLIED IN AN OPERABLE
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
DIRECTION.
CONSTRUCTION UNLE55 SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
10.
FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE
.,APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
OR VISION PANELS.
14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
DOOR NOTES:
INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED
COMPONENTS OF MEANS OF ESCAPE
IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND
APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
A.
NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
REBARS IN THE FIELD
THAN 32 WIDE UNLESS A LAGER DOOR OPENING IS REQUIRED
TO SATISFY REQUIREMENTS OF THE FLORIDA BUILDING CODE.
15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF LOCAL
B.
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
ORDINANCES AND THE "FLORIDA BUILDING CODE ", CURRENT EDITION.
OPEN THE DOOR FROM INSIDE THE CLOSET.
C.
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
PRIOR TO WINDOW PLACEMENT.
D.
N/A
17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
DRAWINGS APPROVAL.
E.
NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL
BE PROHIBITED.
DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
LEGAL DESCRIPTION :
LOT 2 IN BLOCK 2 OF " , ACCORDING TO THE
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
PLAT THEREOF AS RECORDED IN PLAT BOOK 51 AT PAGE 83 OF
BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION.
THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
ZONING CALCULATIONS (RS -3)
LOCATION
REQUIRED
PROVIDED
LOT AREA:
12,508
SQ.
FT.
CAR PORT AREA =
NEW PORCH AREA =
NEW COVERED TERRACE =
NEW A/C AREA =
266
113
309
3,062
SQ.
SQ.
SQ.
SQ.
FT.
FT.
FT.
FT.
TOTAL BUILDING COVERAGE PROVIDED =
3,750
SQ,
FT.
BUILDING COVERAGE REQUIRED 30% MAX.=
3,752
SQ.
FT.
IMPERVIOUS COVERAGE REQUIRED 40% MAX.=
5,003
SQ.
FT.
TOTAI IMPERVIOUS COVERAGE PROVIDED =
5,000
SQ.
FT.
SETBACKS :
LOCATION
REQUIRED
PROVIDED
FRONT
25' -0"
25' -0" (EXISTING)
RIGHT SIDE
15' -0"
30' -4"
LEFT SIDE
7' -6"
15' -3" (EXISTING)
REAR
25' -0
25' -0"
SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
FOLLOWED BY A CHANGE ORDER.
21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND
PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND
FENCING AS NEEDED FOR AND DURING THE PROGRESS OF
CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO
REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGHEST
QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED.
23. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE
ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE
ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB.
24, THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO
THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF
ACCEPTANCE.
25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECIEVE THE
PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND
DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.
LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN
SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
WEEK TO THE OWNERS SATISFACTION.
`'~f r) F S 0 U T H
BUILDING D PI• 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
sa °1'F,1jC;i "1..JRAI. .SEC>"l"1O PJ
A 27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
COUNTY CODE ", SECTION 8C/18.
av > OVED BY: _ � x�� � �F "28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE
LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL
W.W.F. CONC. SLAB ,.��.rl" ..� ,�_,� JI -� - ��.��y
ON GRADE `-� 1 /2° SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
SALT FINISH CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
° X EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL /ELECTRICAL
X X X° ° �C X X PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
- III = III- i11= 1T1= i1T- 11T= 111�T1 - =1TnTf 11T- Tll -lTl - - - - ADDITIONAL COST TO THE OWNER.
-1 11 =1I I -� I -1 11 =1 11 =1 I I I I1= T =1� -1 t 1 =11_ 11 =1 1 11LJ1Ll= Ll= ll1 =1J1 1T1 -1JZ -I (_I =''
- III - III - III - III -III -IT- III - III -III 1= III - III -- III - III - III - III - III - III -III -III =' 29, THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL
WELL COMPACTED ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND
FILL WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE
8 MIL VAPOR WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
BARRIER BEFORE THE WORK COMMENCES.
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND
EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB,
31. N 6" CONC. SLAB PAVER DETAIL SHALL PI IS AS CTHE CAONTRACTOR BA T PUNCH I T'QMNDICATINGETHECHITECT
SCALE 3/4 " = l'-O" OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
CALENDAR WORKING DAYS.
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
AND DISPOSAL SYSTEM INSTALLATION.
Or as � '' � , '•.
•
a
0
U-
G
L.�
a
W
W
U
0
Q
W
0
W
fO
Cn
Ln
W
Q
W
Z
`z
W
�
W
(jC�
w
z
N
U
(�
0
a
00
Cn
O
0
�0
Q
�0
'.
-I
V J
_
Q�
M
L-)
a-
< ,
Or as � '' � , '•.
•
Date: 10113111
Revisions:
a -1
Sheet 1 of 5
a
0
U-
G
Z
a
W
W
U
®
O
W
0
W
fO
Cn
W
®
W
Z
`z
�
W
o
w
C
(�
00
a
�
Cn
O
0
0
'.
V J
Q�
M
Q�
In
0
�
U
U)
�
<
0
Date: 10113111
Revisions:
a -1
Sheet 1 of 5