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-- O - ) I -1 All plant materials shall conform to standards for Florida
/ LP / ` �Qd I_ No. 1 or better.as stated in "Greles and Standards" forATL `
� I I � nursery- plants.
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I 2. All landscaping shall comply with the City of Sebastian's
Landscape and Tree Ordinances.
3. All le-ndscaping shall be irrigated by underground sprinklir
i i t system.
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48 HOURS BEFORE
DIGGING
CALL TOLL FREE
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L.E. UNDERGROUND UTILITIES
U.N C.
NOTIFICATION CENTS
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Total Site 265,000 Sq.Ft. 6.08 Ac. (100%) Q o`a m
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Existing Building Area - 3,3ul Sq.Ft. Q W
Proposed Concrete Walks = 6,u30 Sq.Ft. m
Proposed Asphalt = 37,400 Sq.Ft.
Proposed 5,c-swET&".L eoJc2T- : 8, 400 Sq . Ft . O
Total Impervious Area = 55,1111 Sq.Ft. _ (21.1%)
Total Pervious Area = 2011,2p1 Sq.Ft. (78.9%)
Total Drainage Area = 1731200 Sq.Ft.
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L. WQ Retention Required = 173,200 Sq.Ft.(l)W /12") t�
14,433 Cubic Feet
2. Retention Provided + 780 001(2251)(l')+140'(40')(1')
15,950 Cubic Feet
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3. Recovery Over 72 Hours = 72 Hrs.(60 min.)(60S)
1 Hr. lmin Q
-6
(7.9 x 10 gJA)(11)(15,950Sq.Ft:) _
Sq.Ft./Ft. D
= 32,660 Cubic Feet
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(K - Ref: Perc. Test from Adjacent Project SJRWMD #42-061 0332NG)
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Trees Along Barber Street _ 173' (1 Tree/501) = 4 Trees
Trees Along Atlantus'Terrace = 45' (1 Tree/501) = 1 Tree
Trees Along Tulip Drive = 300' (1 Tree/501) - 6,Trees
Trees Along Fairfield Lane 130' (1 Tree/501) = 3 Trees'
Interior Landscaping s 91 Spaces (10 Sq.Ft./Space)
= 910 Sq.Ft.
Trees Required for Interior t �(
Landscaping _ 910 Sq.Ft. (1 Tree/50 Sq.Ft.)
19 Trees W
J
Non -Vehicular Open Space 209,014 Sq.Ft.(iTree/3500Sq.Ft.)
60 Trees
Total Trees Required _ 93 Trees lr O
V
Total Trees Existing55 Trees (Credit from existing) U
Total Trees Provided = 38 Trees �+•
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u below cone. Surface 1000 P. S. t.
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SECTION 1-1
PLAN VIEW ��
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48 HOURS BEFORE DIGGING
CALL TOLL FREE
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U.N.C.L.E. UNDERGROUND UTILITIES
NOTIFICATION CENTER
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411 Concrete to
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1,.
CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE
CONDITIO14S BEFORE STARTING CONSTRUCTION.
2,
ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
HATCH COVER DETAIL
3.
CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE-
FORE COMMENCING WORK. 5UtLr,�,HG, E1zr-11P6ES W i LL FL�g t.Jvl./6{�•
W
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24'x 30' ALUMINUM, SINGLE ACCESS HATCH COVER, MODEL CSA 2430D,
4.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING
OL
300# LOAD RATING, WATERTIGHT COVER EQUIPPED WITH A DROP HANDLE.
UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED
COVER SHALL BE LOCKABLE AND HAVE AN AUTOMATIC HOLD -OPEN ARM.
UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION
OPERATIONS.
Q
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5.
NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH-
rJ
OUT PRIOR APPROVAL OF THE ENGINEER.
6.
ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE
F.
APPLICABLE ORDINANCES OF THE CITY OF �EtSAa ,�-roiy, FLORIDA.
V�
7.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY
-
DOS/NB CHAMBER �'
DAVID' M. JONES, PROFESSIONAL LAND SURVEYOR, DATED 11/25/92.
A. ALL ELECTRICAL COMP0IJBNT8 BNAL.L 4,fE6r TNB e7AMOAROB OA1 rHBN6c 41
ALL LOCAL CODES.
B CONTRACTOR SHALL SUQ/N/T SHOP DRAW/NOS O%TNF 86rr/CTANK SYSrCMTl7
8.
ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180
(�
THP ENO//NECK FOR APPROVAL rR/OR r0 INSTALLATION. ALL BUosr/TUT/ON8
SHALL eE APPrTOVEO ley THE ENG/VEER PRIOR rn oROGRING.
METHOD.
�•-
C AOL EQUAL ANO SHALL /NCLUOErNENFE OLLOW/NG �CP
S VOLT RdT/N�i 8lNQGE F'HABE,
Z,ALARM LIGHT W/TN RESET. S.HOA SWITCHES, 4.PC/MPAGT�* AWrlNO RELAY,
9.
CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL
S. MOTOR BREAKERS ANO STARTERS . 6. L/GHTN/NO PROTECT/ON.
SUB -GRADE AND BASE WORK.
Z-2'XZ'A1_UM
10.
SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT
- CON CrOLRr NELQ/NG NIGH WATER ALARM 41sHr
sUPPOR r .,,
PROPERTY LINE.
CONTROL PANEL • DER P%WEL
y>fzT1U.1
rvr- v¢Nr
BYELEC7RON/C GFECcIAL7YWC
11. ENGINEER SHALL. BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR
ACCEss
OR EQUAC. APPR0v6D Br9NGrnlEER
ANY INSPECTION.
PINION ELEVATION
wArc/I
EL'Z3.0
p' gCNEDULE BO PVC CONDUIT FOT
FLOAT CONTROL C A40TOR CAOLES
P/N/eM BRAD&
n
BURIED ELECTR/CAL M64IVSrALLEO 6Y
12. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLASTIC. THER-
�� _ ZZ•ci'
CONTRACTOR TO NE =Cr CONNEcr/ON
DErTN vAR/ES
�,, EEt 8/T& rcAN
� '�
7a F/N• suLL��`6
TERM/NAL DESIGNATED CY UTILITY.
MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON-
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,e- � VLAW�I•
i 4l"40 / P/PE FOR
PUMP /CEMOVAL
CRETE.
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NOTE = ELEVA71ON of DRAINF/ELD SET PER' HRS 3 - 6 - 9 G
TOP Of DRA1/VF/EL0 P/PE 22"A,8ovE S/D6WALK (EL,Z1.7) TOPOFP/P6 &= 23.60
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13.
ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH
7do NOWI/VO CAPACITY)
_
QUICK CONNECT 8L/O/NQ COUPLE
M . U . T . C . D . STANDARDS.
�� L/pU/D GEYBL
F
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e
/Nt'O.Y, p'BOX •
14.
ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE
(-ISEPT/C TANK
SEE Srt1t: t
LEVELCONT ors
--� TO AQSORPT/ONOEP
SEEDED, MULCHED AND/OR SODDED.
(8EE,!_
v
WATER AL.1
PUMP ON
,
/YZ'-YO OIOCNARGR /!P/NO
15.
CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO
In
ELECTR/C CAQLE FROM /t/AfPS
(2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND
V
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¢=o'o/A.00el/�n CHAMQEIT
REPLACE WITH CLEAN SAND (TYPE "A" SOILS) .
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PRa-CAST CONCREre asPT/C
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TANK r 009INO CNAMOEI?
l{'C A41N. 3000 PSI O ZQ PAYS)
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