SW8060648_APPROVED PLANS_20061117

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &Zzd(/{g
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

_. ..-l.t-.i L i__i_ -- _... �.r L,.r: ..,... __r_..-.-�-a�s4 •.�a;�....�—..._�.�.. i,r� _ .. �r, .._a. ._- _- -_ __��i{�i:_�_..
N/F HILD S. SMITH
BOOK 721, PAGE 71
1
1
1
1
1
1
1
1
1
1
1`1
S08'08'00"E -. ---......
225.49' 10' LANDSCAPE BUFFER
' REAR SETBACK GRAVEL DRIVE
(SEE DETAIL
PROP. BUILDING
14,775 SF.
8 0.0'
o�
N/F ROY R. McDOWELL •�� �� 180.0'
BOOK 1053, PAGE 24
GENERAL NOTES
REFERENCES: A PLAT FOR "ON THE BEACH, INC."
OF 1.41 AC, ON RISLEY ROAD
AND U.S. HWY 421. BY MICHAEL N. UNDERWOOD,
P.L.S.
BOOK 4260, PAGE 0597 & BOOK 2058, PAGE 126.
THIS PROPERTY IS NOT LOCATED IN AN AREA OF
100 YEAR FLOOD ZONE
DEVELOPMENT NOTES -
OWNER — ITAMAR UZAN
971 CAMON DRIVE
MYRTLE BEACH, SC 29577
843-455— 7426
RED
DEVELOPER — HATHAWAY CONSTRUCTION
NORTH VUROLINA EN`vi�iCNMENTAL
3116 SHETLAND LANE
MA SALE?IMLENTCOMMiSSION
MYRTLE BEACH, SC 29577
843-293-1931
DIVISION OF WATER QUAUTY
SURVEYOR — THE EARTHWORKS GROUP
C ,
11661 HIGHWAY 707
MURRELLS INLET, SC 29576
\� r
843-651 —7900
CURRENT ZONING: HB
SETBACKS:
FRONT — 30'
SIDE 1 0'
REAR — 15'
PARKING REQUIREMENT:
1 SPACE PER 200 SF. ACTUAL RETAIL SPACE
10,775 SF. ACTUAL RETAIL �rACE
= 54 SPACES REQUIRED / 54 SPACES PROVIDED
PROP. DUMPSTER ENCLOSED WITH GATE
T R5
/ 4 R6' UL� 1 1 1
f
30 FR NT ETB CK
_ _ EX. BILLB A D \ 0 1
/ D' LANDS
~~ ---L�
-- — �— BUFFS
AL 1
Li�-- d N 01 '58' 3 W
Lo o �225.17' s—---��^ 34
1
�t R— 5C 68.58 �
L=225.18
R=2803.79 \\
"' Tan-112.61 L=178.34
O
N
— — — EX. EOP Delta=2416034" Tart=89.20
Li_ Ch=S 01'58'3 E Delta=3'38'40" \
225.17' Ch=S 04'56'05" E
Lo
TURNING LANE —_� --- _ `� r
EXIST --- �� _` ` _ 178.31 TBM — 25.19 11
_ s
rt EXIST. WHl TELINE — — - — _ _ _ ` _ — PROP— TURNING LANE
EX EOP
- - - - - - - - - - - - - - - - - - - - - - - - -
Li
0
THRU TRAVEL LANES U.S. HI EXIST. WHITELINE — — -`--------_------
GH WAY 421
z (LAKE PARK BOULVARD)Lo
kn
co
0
N.
'n E
CD C
N V
vN 0
I �
Q�oLo x
= z�/� 0) 3
cn I
=Wto
0
cr I ,-% m
to�0�0�3
O
u
z
a'
m I I
\\\\o11
�,°°°pOa•1paIVV�///////
=Quin �
.�
rl Yl O' Z e
/�� Y •O°O.0•• C� �\\
0011�iir��
0 ll11b�
\ a U O
W N �: 4
=
0
w� �
Z e°°°
/!!lltt1441111
mt�im
LLI
J
W
0
W
W
0
Z
O
W
C-)Z
0f59
LLJazm
0R
Q
GJ
�t0
O
�0
c;
Z
g
Z
N
a-
J
�
o
Q
W
$TAN
a
I fi
�j f
der,
W^
06
W
cc
Q
(�
N
G
N
F.-
F"
p
N
Ld
U
N
W
m
Z
Y
w
<
0
W
�
W
0-o
(1)
0
0
V
SHEET
cl
OF 8
G C
N 3
x °
m L
_t
c
;
_ - ..' f �� / 1 �_qTq 5 �•``r 7.41 .•r. y. +. j � r - 7 1
!'. is 1 i/ ilrr t t''': I':!.: .. �. y+•;. .. . +r. .7•+ �t �.:, f• MiS��, i�'ii

V1
W
fu
n
N
m
N
Af
I
0
a
I
w
Z
N/F BOBBY B. PASSMORE
BOOK 1323, PAGE 594
1
N/F ROY R. McDOWELL
BOOK 1053, PAGE 24
PROP. 2" WATER SERVICE — TYP.
(SEE DETAIL)
FJKUN. 4 SAN. StWLK
SERVICE AND CLEAN OUT — TYP.
(SEE DETAIL)
1'
��
S 08°08'00" E _�
2 2 5.49'
[En a ,
----.i dl'1
IdM
I VA
VAT
VATS VAT
VAT--- VAT
bA
WA T----- W A T
U.S. HIGHWAY 421
(LAKE PARK BOULVARD)
WAT-- WAT
UTILITY NOTES:
1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH
THESE PLANS AND SITE WORK SPECIFICATIONS.
2. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES
GOVERNING THIS WORK SHALL BE SECURED PRIOR TO BEGINNING
CONSTRUCTION.
3. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS
ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY
DEVIATIONS FROM THE DESIGN LOCATIONS SHALL BE REPORTED
TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION, CALL
P.U.P.S.
1-800-922•-0983 FOR UTILITY LINE LOCATION,
4. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND
SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY
ENTRANCES TO INCLUDE SANITARY SEWER LATERALS,
ELECTRICAL, TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL
COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS
TO AVOID CONFLICTS AND TO ASSURE PROPER DEPTHS ARE
ACHIEVED AS WELL AS COORDINATING WITH THE REGULATORY
AGENCY AS TO THE LOCATION AND SCHEDULING OF THE
TIE-INS/CONNECTIONS TO THEIR FACILITIES.
5. THE SITE WORK CONTRACTOR SHALL COORDINATE THE
INSTALLATION OF ALL UNDERGROUND UTILITIES WITH HIS WORK.
ALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, STORM
SEWER, ELECTRICAL CONDUIT, IRRIGATION SLEEVES, AND ANY
OTHER MISCELLANEOUS), SHALL BE IN PLACE PRIOR TO THE
PLACEMENT OF BASE COURSE MATERIAL.
6. ALL WATER & SEWER CONSTRUCTION SHALL MEET OR EXCEED
THE STANDARDS AND SPECIFICATIONS OF THE WATER AND
SEWER AUTHORITY.
\ 7. SEWER LATERALS SHALL BE PLUGGED AT THE PROPERTY LINE.
\ MARK SEWER END WITH TREATED POST PLACED IN GROUND.
\ 8. WHERE FIELD INSPECTIONS ARE REQUIRED BY THE
1 REGULATORY AGENCIES, THE CONTRACTOR SHALL NOTIFY THE
1 ENGINEERING DIVISION A MINIMUM OF 48 HOURS IN ADVANCE TO
SCHEDULE SUCH INSPECTIONS.
9. ALL WATER TO MAINTAIN 36" COVER, SEWER TO MAINTAIN 36"
COVER.
10. THE SEWER SYSTEM IS DESIGNED TO BE ABOVE THE 50 YEAR
FLOOD ELEVATION.
11. A PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE
\ OPERATION, MAINTENANCE, AND REPLACEMENT OF ALL SYSTEM
\ COMPONENTS BEGINNING WITH THE SOLIDS INTERCEPTOR TANKS
\ AND PUMPING SYSTEMS. PROPOSALS BY PRIVATE ENTITIES SHALL
\ BE EVALUATED ON A CASE -BY -CASE BASIS. THE DEPARTMENT
1 MAY EVALUATE THE CAPABILITY OF RELIABLE SYSTEM OPERATION
1 IN ITS EVALUATION.
\ 12. THE RESPONSIBLE ENTITY SHALL HAVE THE RIGHT OF
\ INGRESS/EGRESS TO BE ABLE TO MAINTAIN THE SOLIDS
1 \ INTERCEPTOR TANK AND PUMPING SYSTEM.
1 13. NOTE THAT ALL WATER AND SEWER SERVICES SHALL BE
\ LOCATED TWO FEET OFF ANY STORM DRAINAGE EASEMENT.
1 -)3 \ WHERE STORM DRAINAGE EASEMENTS ARE NOT REQUIRED, WATER
1 \ SERVICES SHALL BE INSTALLED 2 FEET OFF PROPERTY CORNER
AND SEWER SERVICES TO BE INSTALLED 5 FEET OFF PROPERTY
CORNER.
� O\
mm mm Millilli�illillillI �111 N III= mm m mm
I -T
\1
r � \
\
� 1
1
011111111 111111111Mm11111110■MM0M0mm0mm0mmamMMMMa10 1
1 \ 1
t+
1 ,\
� 1
N 04°56'05" W
178.31 '
R=2803.79
L=178.34 1
Tan=89.20 l
Del ta-3°38'40"
Ch=S 04°56'05" E
� 178.31'
�JA
—
1dA lb'M —
WAT---- W A T
ivm ivm 1dM ivm
WAT WAT WAT WAT
Ijlflf��fll'f�
i
_yM
t\
1dM
EX. FH
1dM
EX. FH
cD
n
0
N
M U
p, O a
C) N
n
a�cc
=Zcb 3
17
co-0
�a�Mx 3
�DOOou3
0
z
v
l0
tv
Gf
Q °(n 4 cam; —
=Ue�
=zed o
lsl
f I l 1 J Illl//////
\��11111111
1
Zi
..........
Pe°°°N
o� e°Q
`¢e
=
a e
///�o W C) O e ° A\
°CE
R T 1 F1GP�x
// /11l1!
111111//
al
J
Ld
0
5�
wa
of
O
r
a
Z
g
Z
� I
�
N
N
n
I
r
R
L6
c
a
N
W
p
N
C
II
}
m
m
m
W
,—
o
Ljj
Y
Q
4k
w
0o
CL
O
U
U1
w
O
O
=
U
SHEET
C 2
OF 8
V C
� O
u
E 3
w
V) C O V)t C
O
W
� � U
C
� O �
afE�o
¢,C �
,.1' ,- ,, ! ,=r t ,3.'r'',..i. .� 1 '} I' , t �•I l i �i '' f 'r r �{�ij S1 ;�i
• •3 i . 1 is k :_'., _! �.: - _ .,. . , � . r, ..,. . .., ... _ ,., sx...

n_'IC - 'L ._-_L _-'.'.li:. ... r'. 'C .. ^.'."i•. - nn Ire y2 r rs••Jp.l'.2 a}M1pt_ti
I
K�
n
F _J �T D INAGE NOTES'
1 TOTAL AREA 1.41 AC.
/ TOTAL PAVEMENT AREA 26,450 SF.
3. BLDG AREA 14,400 SF.
/// 4. TOTAL IMPERVIOUS AREA 40,850 SF. / 0.94 AC. (67%)
ROB ®� 5. THERE ARE NO WETLAND AREAS PRESENT ON SITE.
mmnm �
41
8�
/ ? /
�-
a
LLI
� 2 i
I G /
1 '
l
:
:
N/F BOBBY B. PASSMORE
BOOK 1323, PAGE 594
ZONED HB
DRAINAGE NOTES:
IF NECESSARY, SLOPES WHICH EXCEED (8) VERTICAL FEET SHOULD BE STABILIZED WITH
SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY
TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY
BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF
THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
BUT IN NO CASE MARE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS
ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS.
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7)
DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH.
DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE
CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
INSTALLATION.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD
ONTO THE PAVED ROADWAY CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS
WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL
FOLLOW THESE PLANS DURING CONSTRUCTION OR PROVIDE AND INDIVIDUAL PLAN MEETING
SECTION R.72-307 OF THE STORMWATER MANAGEMENT AND SEDIMENT REDUCTION ACT.
TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
SEDIMENT LADEN WATER TO APPROPRIATE TRAPS TO STABLE OUTLETS.
\
OP. CONSTRUCTION GRASSING SPECIFICATIONS:
RANCE - TYP. HYDROSEEDING (PER 1000 SF)
20 LBS - ANNUAL RYEGRASS
DETAIL) 5 LBS - BERMUDA GRASS
10 LBS - 10-10-10 FERTILIZER
ohm 50 LBS -MULCH
\ \ HAND SEEDING (PER 1000 SF)
/ 3 LBS - BERMUDA GRASS
_ -- -
\ a 9 LBS - ANNUAL RYEGRASS
\ �\ ---r- I_— '
-- a O 10 LBS - 16-8-8 FERTILIZER
PROP. FILTER FABRIC X - - '7 _ _ , CU \ W 50 LBS - HAY MULCH (3 BALES)
------- � u a
- \ - - - - - - - - - - - - - -�3- - - - ALL GRASSED AREAS SHALL BE SEEDED AND WATERED UNTIL 70%
INLET PROTECTION _ - / - — 5v\ /�1� �� X
- \ OF THE AREA IS STABILIZED. ALL BARE AREAS SHALL BE RETREATED W
- J
TYP i \ \ W EVERY 14 DAYS UNTIL GRASS IS ESTABLISHED. \ \ -)3 \ \ CV Ld
\ CB 1 I a U ( \ C6 CONSTRUCTION SEQUENCE: _
n RIM 24.6 I 0 I ��\\ 1. CLEAR AND GRUB AREAS FOR PERIMETER CONTROLS C)
/ 1 ��C�l\ INV, 21.1 FF = 26.54 /�� - �/ lt' \\ -)3 2. INSTALL SEDIMENT BASINS/CHECK DAMS/SILT FENCE N
�- . <3. COMPLETE SITE CLEARING & GRUBBING Z
J y 4. ROUGH GRADE ROADS AND DRAINAGE 0
5. GRADING FOR REMAINDER OF SITE N
6. INSTALL UTILITIES AND STORMWATER PIPING/CONTROLS
>
�i'; �, �\ 7. FINAL GRADING, LANDSCAPING AND STABILIZATION W
8, REMOVAL OF SEDIMENT CONTROLS
_ _ — �
-_ --2��� - �il /
ON�SITE INSPECTOR - MARK DONEVANT TELE. #651 -7900
N/F ROY R. McDOWELL p1 ���� ■ �; / �� \ �-
�� I �p
BOOK 1053, PAGE 24 `� �ryp i �\
- \
I --
ZONED HB / / — �_� '�
/
_ ---- /`1' ail ■
�- ° ---- - -- - - --- — --- N/F MARSHALL SIMEON C
1
/ \ �00� � � � � � � � � � � � � � - � � / \ \ \\ TMS 8810-005-002-000
�� 1LL. �`--35EF�� 18'I� PP '� 0. % 4' 4' OC EN % -- �� v�vvv v vv ,�V \ ZONED HB
O)
IM = 6 v I
1 4 IM 2 .6
I C _ \
N/F HILD S. SMITH
BOOK 721, PAGE 71
ZONED HB
PROP. 990 LF. SILT FENCE
/ SOS°08'00" E
---- r
-24
25
\ 26_�-
- ----- -
------------
INV = 1.1 �� R M 2 .6 \ ` 1, v v
----
A/�,
_ - - 225.17'- - --- N -04°56'0�" W
_v
Z------- Tan�11216f� --- - --- = 80%9 -- _
-- V --- _-- -� i --_ f,2
Delta=2°1 34" L _178.34
��l / C�fy=S O1° �31" E I I / ii Tan=89.�0Sz----
_Delta=3°38'40,>
- - - -- —_ \ 225X`17 \
Ch=S 04°56'05" E I /
-- � t'�7-8_31'
/ ---
MA---
_ �a-v€MEr - - - - - --
---------- --------------- — — — —
--___----------__ \\�-'--_ U.S. HIGHWAY 421
------== _ (LAKE PARK BOULVARD)-----_; ;--
--------- -
LEGEND
- /-------------- _---
---------------------------- -_--
---
---------- - ---
--------------- _
INLET PROTECTION
r-
In £
rn o
04 M U
n � 01 o
FZ all
a J 0In Y
_z^co 3
M
=�_j
S J In 00 `o
E I—
co
D qt 3
.- 2 oo . 3:
Q
0
a
0
0
o
Q
0
Q
U = N
n
LLJ
/)
v
mW
ZZQ �
Dog
g I
9O^M im
O
N
z
W
NQ
LL
fe
a
0
a
III
Ln
In
(Oy
�
F-
W
a
LLJ
m
0
N
II
m
}
.
III
N
o
m
p
w
IAJ
z
0
w
Q
U
W
x
_
a
o
cn
0
0
11
SHEET
C 3
OF 8
0
r
c
4
•- -,-. r'�R,-1' r....1 , .._. ..r. �.r -1. 1 .., .1 °, II"el�li rr �ly�rpllslt t6frt rIIT^..)rn,.t,l- -
i
1

❑--INCH X ❑—INCH
HARDWARE FABRIC CONCRETE BLOCK WITH BOTTOM
- ROW OPENINGS FACING OUTWARD
- ® /
AGGREGATE NO. 5 WASHED STONE
HARDWARE FABRIC
TEMPORARY
SILT BASIN
OVERFLOW
1' MIN.
SED N r 2' MAX. _
ZOUND LINE
" i1 I IIII1 I I=1 I I I I I I � °
I I —III . a o0
- COMPACTED B
--- - IN 6" x 6'
DEWATERING HOLE
(TYPICAL -EACH SIDE)
16"
INLET GRATE
INSTALLATION:
1. BLOCK AND GRAVEL FILTERS CAN BE USED WHERE HEAVY FLOWS AND HIGHER VELOCITIES ARE EXPECTED AND
WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
2. GRAVEL SHALL BE AGGREGATE NO. 5 WASHED STONE AND SHOULD EXTEND TO HEIGHT EQUAL TD THE
ELEVATION OF THE TOP OF THE BLOCKS.
3. PLACE THE BOTTOM ROW OF THE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDE SO THAT THE OPEN
END FACES OUTWARD, NOT UPWARD.
4. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING UPON DESIGN NEEDS BY STACKING A COMBINATION
OF BLOCKS THAT ARE 8 AND 12 INCHES WIDE.
5. HARDWARE FABRIC SHOULD BE PLACED OVER THE OUTSIDE VERTICAL FACE OF THE CONCRETE BLOCKS
TO PREVENT STONES FROM BEING WASHED THROUGH THE HOLES IN THE BLOCKS. HARDWARE
FABRIC OR COMPARABLE WIRE MESH WITH 0.5 INCH x 0.5 INCH OPENINGS SHOULD BE USED.
%A1nnnrKI C Tn vE-
A
00
6' A 3/4" 0 HOLE
ER
RIC #5 REINF. BE
5'-6" LONG
2 READ,
NOTE:
FILTER FABRIC TO BE WIRED OR STAPLED TO POSTS
SIL T FENCE FOR
SEDIMENTATION CONTROL - DETAIL
GRADE FDR
DRIDP INLFT
c INSPECTION AND MAINTENANCE: MIN, \ MIN. >
L
T
1. INSPECTIONS SHOULD BE MADE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH 0.5 INCH
p RAINFALL EVENT. ANY NEEDED REPAIRS SHOULD BE HANDLED IMMEDIATELY.
T
2, SEDIMENT SHOULD BE REMOVED WHEN IT REACHES APPROXIMATELY 113 THE HEIGHT OF THE BLOCKS. cu
IF A SUMP IS USED, SEDIMENT SHOULD BE REMOVED WHEN IT FILLS APPROXIMATELY 113 THE DEPTH OF
n THE HOLE,
n
n
3. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM
THE INLET AND CLEANED OR REPLACED. SINCE CLEANING OF GRAVEL AT A CONSTRUCTION SITE MAY BE #57 STONE
DIFFICULT, AN ALTERNATIVE APPROACH WOULD BE TO REMOVE THE CLOGGED STONE AND PUT FRESH SECTION
IF STONE AROUND THE INLET.
z 4. STORM DRAIN INLET PROTECTION STRUCTURES SHOULD BE REMOVED ONLY AFTER THE DISTURBED
AREAS ARE PERMANENTLY STABILIZED. REMOVE ALL CONSTRUCTION MATERIAL AND SEDIMENT, AND
DISPOSE OF THEM PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE INLET
STRUCTURE CREST. STABILIZE ALL BARE AREAS IMMEDIATELY.
n
G 5. THE PAY ITEM SHALL BE:
N
INLET STRUCTURE FILTER -TYPE A ----- EA
BLOCK AND GRAVEL INLET PROTECTION - DETAIL
C, F.
S �
G Ur Duo S0 1 M
6" THIC
(MIN,
2" - 3" WASHED
STONE po
NON -WOVEN GEOTEXTILE FABRIC
UNDER STONE
TEMPORARY CONSTRUCTION
ENTRANCE - DETAIL
DROP INLET - PLAN
SECTION
TYPICAL PRECAST DROP INLET C.B.
NOTE: ELEVATIONS SHOWN ON THE DRAINAGE PLAN AS "THROAT"
REFERENCE THE INVERT AT INLET.
PLAN VIEW
3/4" 0 HOLE TO BE USED
FOR 2'-#4 REIN BAR TO BE
INSERTED FOR ANCHORING
WHEEL STOP TO PAVEMENT,
SECTION A
REINFORCED CONCRETE WHEEL STOP
N. T. S.
18"
FABRIC
OVERLAP
Q
>
o):.0
6" 57 STONE BASE . !/ \
�. A
(� L/,C
// /0,
CD
co
FILTER FABRIC
c o
(
18 PPP
C_� C ,\ >
#5 7 STONE
TOP OF TRENCH
BOTTOM OF TRENCH = 20.0'
G WT = 18.0 p �x'
48"
�C�C/'1 A TCP'1 Ml=' lA ► TMCA ►t'%" f-%CT A ►1
6"
6"
�1
1'-6"
CONCRETE BARRIER CURB - DETAIL
tr) E
0) O
(V U
O (A
0
I Q1
v
a J 0 �
3
M
2Ju)00
v
`n0-%w
� 00 .. X
�o
O
l�5
N
z
z
a
v
Q
/n
VS!
o
04
h
O
Q
n
N04
U
L�L
<
U
V=N
U
ah
W
n
I
Z M 111
to)mooN
a
0.
W
o,
Lo
�
N
W
W
m
p
N
II
m
r
H
N
o
WLj
z
U'
0
a
FA
v
w
a
=
a.
In
o
o
SHEET
c
4
OF 8
r�
�v
C C J
I ,.� :I �.r1 i4: S: 1•., ii �r L r.i ,:� "�•r is .� il��f k, ��! ��� J.

W N
i
C Q
L 4_
d)
� L
Or ++
N
-- O
� L
O
V Q
C
N
O W 7
� P Q
W O C
w L Q
L1
� p U
F O �
Z � O
� E
� P L
C r
T '- T. 7 '.M1 �i T-�t-'�'--r�-k-r-^�"l S,y..� } �.1--
-

B
N/F BOBBY B. PASSMORE
BOOK 1323, PAGE 594
N/F ROY R. McDOWELL
BOOK 1053, PAGE 24
/
/
/
/
/
��—JObt5.5tS C
L=225.18
Tan =112.61
Del ta= 2'16'34"
--- Ch=S 01°58'31" E
225.17'
M _ _
�—lb'M---- _
_-1V M
wAT—___�
VAT—_ wAr
LANDSCAPING LEGEND.
\ CANOPY TREES ARE TO BE 2" CALIPER AND 10' TALL @ PLANTING:
\ 5 — Magnolia grondiflora, SOUTHERN MAGNOLIA SHRUBS.
\ ALL SHRUBS PLANTED AND RETAINED TO FULFILL THE
REQUIREMENTS OF THIS ORDINANCE SHALL NOT BE TRIMMED IN
UNUSUAL SHAPES AND SHALL BE ALLOWED TO GROW TO THEIR
\ 10 — Quercus lourifolia, LAUREL OAK NORMAL HEIGHT OR A MINIMUM OF 30 INCHES. ALL UNHEALTHY OR
\ DEAD MATERIAL SHALL BE REPLACED.
UNDERSTORY TREES ARE TO BE 5' (9 PLANTING LANDSCAPE PLANTING AREAS.
Z6 ALL LANDSCAPE PLANTING AREAS SHALL CONTAIN 3" OF PINE STRAW
MULCH. ALL LANDSCAPE PLANTING AREAS ON ALL
PROPERTIES SHALL REMAIN VISIBLY ABSENT OF WEEDS, REFUSE OR
\ \ 8 — Palm, SABAL 10'-18' PLANTING DEBRIS AT ALL TIMES AND SHALL BE KEPT IN PROPER, NEAT, AND
\ HAVE AN ORDERLY APPEARANCE.
Z INSTALLATION.
\ V 11 — Prunus x \ yodoensis, YOSHINO CHERRY ALL LANDSCAPING MATERIALS SHALL BE LIVING AND INSTALLED IN A SOUND WORKMANSHIP —LIKE MANNER, ACCORDING TO ACCEPTED
PLANTING PROCEDURES. ALL LANDSCAPING MATERIALS SHALL BE
\ SHRUBS ARE TO BE 15" TALL © PLANTING INSTALLED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN
Z PRIOR TO ISSUE OF ANY CERTIFICATE OF OCCUPANCY. IN ALL CASES,
\ V 25 — Fotsio japonica, JAPANESE FATSIA ANY REQUIRED LANDSCAPED AREA SHALL HAVE AVAILABLE AN
AUTOMATIC IN —GROUND IRRIGATION SYSTEM THAT PROVIDES
®37 — Gardenia josminoides, GARDENIA COVERAGE TO ALL PLANT MATERIAL.
N/F HILD S. SMITH TREES.
\ aN7 58 — Ilex vomitoria 'Nana', DWARF YAUPON HOLLY TREES PLANTED AND RETAINED TO FULFILL THE REQUIREMENTS
BOOK 721, PAGE 71 OF THIS ORDINANCE SHALL BE ALLOWED TO ATTAIN THEIR NORMAL
\ \ AND MATURE SIZE. TREES SHALL BE PRUNED ONLY AS NECESSARY
00 57 — Ligustrum japonicum, WAX LEAF LIGUSTRUM TO PROMOTE HEALTHY GROWTH AND WITHIN THE GUIDELINES OF
\ SECTION 903; TREE PROTECTION ORDINANCE. ALL UNHEALTHY OR
av 78 — Rophiolepsis indico, INDIAN HAWTHORNE DEAD MATERIAL SHALL BE REPLACED.
\ \ CENTIPEDE GRASS, SOD ( 7,840.00 S.F.) OR
\ Z EQUIVALENT
1bM fdM �1CM 1VM----—--
1dM ivm —
U.S. HIGHWAY 421
war wAr (LAKE PARK BOULVARD)
--_—_ war war----_—
wAr wAr
\
GAVEL DRIVE \
SEE DETAIL) \
\ \
\
30 FIR NT ETB CK
17 .3
R=280 9 \
L=178.34 \
Tan=89.20 1
Delta=3°38'40" I
Ch=S 04°56'05" E
178.31'
J
—_�
1VM 1dM 1VM 1dM ld/M
war wA r--_—
WAT WAT WAT o✓AT WAT WAT ---�T—
_ _
VI\
-14
d h\
°i o
N M U
r r, O
F I M
3z0�a
= n 13
M
S JLn OD
� uj
� M LL A
2 co3
INO II 1 V /
i
a::.*
e•wOz N °pY�
~ 0 U
=Z BOof O :L�
°O w Z • °� \
p E R
w
w
U
to
Z
O
W
w
L
J
U
0
J
a �
N IA yi
II m to
0 m 0
W w
Y
U
U a Ix O U
SHEET
Ll
OF 8
ow
,
6