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SW 68 TH STREET
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11'�srALL. �4? Di SLIGiI'IIILY 1_I;'&IYED SOH
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UNDER 13O1-rOtil OF lld:�'xFII L A-PP110VE.
I:�1VFR1 FI I:VAIJ0'.- (�..�,� 21�11iI!l0.
31 0170 N't Or 1)1t:kl,v, i1_'D El' -;-VA !ION �Is��o �5-31�o N
l,. r � S J. 2: CONTRACTOR TO PROVIDE
1.cR�ti11'rE2 OF E:kC:'A'vr�iii;itii �1-:«:.11 11T:l�T F.L �;�- � � IG'�.�
AT L r -? 0 FLI;F Wllliit APrD LO1 GF_- 'TIIt>��T'Iiii Mi? ii;-I�3U- Lcvnjy A I7-0"TURNING RADIUS
JfealthDexu tn?nt MINIMUM@ DRIVEWAY/ TYP.
PROF'OS1-D �3SORP11ON BED Olt D%ILI d'1 RHNCiI %
ASPHALT DRIVEWAY.
SEKIC 'TANK ICI Q�-.CAL.(1411i4) J ; !
12111NFEILD 5 n o FT IN
� FOUND Y:" IRON PIP (NO ID) 7. E1. -9-1o^ ------•--.�..--®- i .--.r-.......-. �--�--........�....- NY_UUC_11L1VE1_ L E1 { 9'
METER FOUND P.R.M (NC ID)
VALVE
SERVER ADDITIONAL
AREA 590 SO. SOD ( EE PAVERS DETA S ON AS 1.0.
10' min FT
iSOD 1' 4° >L . SOD
o Q i AP-P110VE- N
i DRAINFIELD #1 _ nj �I
LO Ln ]?t111dk Sl'?.
590 SQ. FT t 7 j��Ie:
M SOD I N CADOrno
NAL�Iu L�3';Z i,'EA (24'X29') Iic�I+ilL�),:a1lt 2st
9 {
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BRICK PAVERS RUNNING BOND)
ON COMPACTED ILL AT DRIVEWAY
WITH SOLDIE COURSE ALONG O
PERIMETER (4e& X BRICK MOCKUP '
TO BE ERECTED PRIORS O INSTALLATI(dN
FOR OWNER'S APPROVAL).
BRICK PAVERS(RUNNING BOND)
4 ON COMPACTED FILL AT DRIVEWAY
1 WITH SOLDIER COURSE ALONG
o # PERIMETER (48"X4T BRICK MOCKUP
{ I I TO BE ERECTED PRIOR TO INSTALLATION
+ I
FOR OWNER'S APPROVAL).
T T t �- '� I I + �Ii ' SEE PAVERS DETAILS ON AS 1.. 1
15 0 1
S ETB C K SEE PAVERS DETAIL 1
ON AS 1.0. �SEPANK DRAINFIELD #2 SOD
CONTRACTOR TO PROVIDE GAL 696 SQ. FT
A 12'-0" TURNING RADIUS
MINIMUM4 DRIVEWAY/ TYP. I ' 11 20 (Y"
\411 ID DF1
H SETB CK
36" X 36"CONCRETE PAVERS SOD SECON I FLOOR
W/ e SOD GAP TYP. = HB •
----------------------------------------------SW 68th STEET
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SEPTIC TAN # 1 E
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200 WALL W/ 36"
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I 11 LOCKING
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/SELF
' CLOSING
— 10'-0" = GATE
= 2 _ I SETBACK
4 FIRST
NEW TWO STORY RESIDENCE — �) FLOOR
s "B No. 6864 --
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} � / \ _ ��_ F.F.E = 12.66' N.G.V.D. 101-711 I
s 4'-0"CBS WALL
s / 1 AD LtVtL r SOD _ W/ 36"
\ IRON SELF
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CONTRACTOR TOP OVIDE BRICK PAVERS O \
A 17-0" TURNING R DIUS (RUNNING BOND) '( \
MINIMUM@ DRIV Y/ TYP. I �ELGOMPACTED FILL
ATDR[-VtWAY— -` WATER DETENTION \ i
WITH SOLDIER COURSE \ /
ALONG
I PERIMETER (48"X4d' \\ AC # 3 __1 Y AREA \ ` — — / / / SOD
BRICK MOCKUP 4'-0" CBS WALL i e SOD SOD
o TO BE ERECTED PRIOR _ IRON SELF LOCKING _
s TO INSTALLATION /SELF CLOSING GATE 0
NE
cv I FOR OWR'S r I J t Q r S
' APPROVAL). Lr) on to
N / EXISTING WOOD N jrj N /
J U FENCE TO REMAIN. on f
I _ `O 0 Q , _ FO 9 /s"
FOUND %' IRON ` ' 19 PIPE
i \PIPE (NO ID) — — _ — — _ OVERHEAD UTILITY — — — PROPERLY11A1 / #4789
_ `-WIRES-- — — E.
122.00' "' _
SITE PLAN
SCALE: 3/3211=1' 0"
5j 4 3 2 1
6 7 8 9 10
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SW 69th STEET
LOCATION PLAN
SCALE: N.T.S
ZONING CRITERIA
ZONING CLASSIFICATION RS-2
DESCRIPTION
%
ALLOWED
ACTUAL
TOTAL LOT AREA 22,345AT
BUILDING FOOTPRINT
30
6,703.6Z
5,779.3,T
GROUND FLOOR COND. SPACE
4,225.20'
SECOND FLOOR CONDIT. SPACE
2721.99"
TOTAL COND. FLOOR
6,947.201
GROUND FLOOR UNCOND. SPACE
1,554.141
-Garage
568.05'
-Port Cochere
248.60'
-Terrace
272.86'
-Cabana
373.23'
-Stairs
91.4'
SECOND FLOOR UNCOND. SPACE
15.76'
TOTAL UNCOND. FLOOR
1569.9T
TOTAL SECOND FLOOR
60
I OF ACTUAL
GROUND KOOK RAr
3,248.410
2721.99`°
GREEN AREA
60
13,407.39?
13,407.39P
IMPREVIOUS AREA
40
8,938.17'3
8,938.04'
- House
5,779.35T
- Pool / Pool Deck.
1770.1' a
- Driveway.
1388.5913
GENERAL NOTES:
- ALL WATER IS TO BE RETAINED ON
PROPERTY.
DRIVEWAY TO BE SLOPED AWAY FROM
STREET IN ORDER TO DRAIN RAIN
WATER INSIDE PROPERTY(TYP).
-GC. TO FIELD VERIFY EXACT
LOCATION OF ALL TREES PRIOR TO
COMENCEMENT.
-REFER TO LANDSCAPE DRAWINGS
FOR NEW PLANTS IF APPLICABLE.
- SURVEY OF ACTUAL TOPOGRAPY OF
ALL ADJACENT SITE IS REQUIRED PRIOR
TO INSTALLATION OF LANDSCAPE.
AMONGST DATUMS REQUIRED ARE:
CROWN OF ROAD SIDEWALK FOUR
CORNERS OF PROPERTY, POOL
PERIMETER AND CENTER OF
PROPOSED POOL, CENTER OF
PROPERTY, CENTER OF PROPOSED
DRIVEWAY, ENTRY WALKWAY, GRADE
OF ADJACENT PROPERTY VV' WITH IN
THEIR PROPERTY LINE.
CONTRACTOR WILL REQUEST IN
WRITING THE FINISH GRADE FOR THE
PROPERTY AFTER HAVING SEND A
COPY OF THE SURVEY TO THE
ARCHITECT. G.C. TO INCLUDE COST
OF SURVEY ON HIS BID.
LANDSCAPE AND SOD:
-LANDSCAPE CONTRACTOR TO
PROVIDE SHOP DRAWINGS.
-UTILITIES TO BE BURIED.
- TYP. SOD AND EARTH TO BE
GRADUALLY BUILT UP TO A MAX.
GRADE CHANGE OF 6" AT ANY POINT
BELOW DECKS F.F_E. AND STEPS: AND 7'
MAX @ WALKWAYS, DRIVEWAYS AND
POOL TERRACE.
- SOD ENTIRE LOT.
- FULL WATER SPRINKLERS SYSTEM,
INCLUDING TIMER AND PUMP TO
ACCOMMODATE FULL COVERAGE OF
LANDSCAPE AND SODDED AREAS.
"ALL EXISTING ,PROTECTED TREES
WILL REMAIN AND BE PROTECTED
DURING CONSTRUCTION UNLESS
NOTED OTHERWISE"
LEGAL DESCRIPTION:
LEGAL DESCRIPTION: LOT 5 SUBDIVISION LINDEN ACRES ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 83 OF THE
PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
COMMUNITY No. 120635 PANEL No. 0260 SUFFIX J DATED 07-17-95
PROPERTY STREET ADDRESS:
6864 SW 68 th ST. MIAMI, FL. 33155
PAVERS/ BRICK ( REFER TO SITE PLAN)
7' MIN. SAND BED
6" LAYER OF LIMEROCK
( COMPACTED TO 98% DENSITY)
12" COMPACTED SUBGRADE
( COMPACTED TO 98% DENSITY)
1 PAV%'=
ETAIL
SCALE: 0
NOTE:
NO PERTINENT FEATURES ON ADJASCENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM
INSTALLATION.
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2Drawings and Specifications as instrument of
service are and shall remain the property of M R & M R S . PIN O
I I the Architect and shot remain the property RESIDENCE.
6 which of the Architect whether the project for
they were made is executed or not.
They are not to be used in any manner on
other projects or extensions to this project MR. & MRS. PINO
except by agreement in writing and with the 6864 SW 68 th ST.,
1 1_01 I appropriate compensation to the Architect. Miami, FL 33155
Reproduction of drawings and Contact
specifications without the written consent of Mr. Henry Pino.
the Architect is prohibited. 305.573.7140
SITE PLAN SCALE: AS SHOWN
DATE: 05/07
DRAWN: CAP