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A T E S B 0 R ( ]"hy"O R"" I A 3 0 4: 5w
DWG. NO. DESCRIPTION
c I COVER SHEET, SCHEDULE OF DRAWINGS AND VICINrTY MAP
C2 EXISTING SITE AND DEMOLITION PLAN
C3 PROPOSED St
C4 NOTES
SCHEDULE OF DRAWINGS
1-800-282-7411
m
t�p
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A PREVENT DAMAGE TO EXISTING TREES WHER5 POSSIBLE
X TRECS TO BE REMO VED,
LIVE OAK AVENUE 60 R/W
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NAIL IN P/P
ELEV 7.23 MSL
(NGVD 29)
6
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11
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1. EXISTING INFORMATION SUPPLIED:
SY J. WHITLEY REYNOLDS
SURVEYING.
SCALE: 1 20'
0 20' 40' 50'
DRAWING NUMBER
2 of 4 sheets
—11
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1 13 P
EXT'G. ASPHALT PAVING - - _. _ _- -•� - - - - - -- - ,.-_ ,_ ,_.-:-. �..... = - 2 L �"C., 1�i,#'�'
N - - -- - � - - - - � � 06• LOAK
!.
A5 REQUIRED FOR �, - � ,: -. ,�- oRN6 -�-- � 6
CONSTRUCTION W �� �^� -!'`yam oPALM
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1 0 s2 - r--13 1 1 16
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IJ3 +�� +
1
WATER METER AND 16' WIDE "WHITE ROCK" ACCESS ROAD
w c®
5PREVENTER PLACED NO HIGHER IN ELEVATION THAN
N VAULTS ^
rtyp) THE EXISTING GRADE MELD PLACE ROAD
INSIDE EASEMENT TO AVOID EXT'G.
I P/P TREES AS SHOWN
ELEV 7.23 MSL
tp
(NGVD 29) 14
rT"Y o,= n-aEE zsLAND '0111"
NOTES:
1. SEE SHEET C2 FOR LEGEND.
2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON
FLANS AS "LIMITS OF CONSTRUCTION",
3. CONTRACTOR I5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING
OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME, ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR,
4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED,
MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT
WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN
!'EROSION CONTROL GRASSING".
5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA
IMMEDIATELY SURROUNDING THE SITE WHICf EFFECTS THE OPERATIONS WILL BE
CONTINUALLY AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY
PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS .SHALL BE
REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER.
6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM.
7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOMS AND DEPTHS
PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION,
UTILITY NOTES;
1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING,
ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED
UTIL I TIES WITH THE APPROPRIATE UTILITY AGENCIES,
2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL
EXISTING UTIL I TIES PRIOR TO COMMENCING OF CONS TRUC TION
ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME, ANY
DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE
EXPENSE OF THE CONTRACTOR.
3, WATER USAGE .FOR THE SITE jnaf including irri ationl WILL
E APPROXIMA TE'L Y 14,400 GPD PEAK /10 gpmJ, THIS FL O W
IS A55UMED.
4. WATER LINE TO HAVE THRUST BLOCKING A5 REQUIRED.
5, ALL WATER LINES ARE TO ,BE C-900 PVC:
6. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER
GASK.ETED JOINTS AND CONFORM TO A5TM 3034 FOR
PIPE 1,511 AND ,SMALLER,
7 SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB
OUT IF PROVIDED,
5, EXISTING .211 AND 611 WATER LINE TO BE VERIFIED
BY THE CITY OF TY3EE ISLAND DPW PRIOR TO CONSTRUCTION
GEOTEYTILE r ERLINER
COARSE
i
POST SIZE
GAUGE
CROWN
LEGS
STAPLES/POST
Wire Staples 17 min.
3/4" Wide
FENCE
MINIMUM
TYPE OF POST
SIZE OF POST
A (MI
Q (MIN) C
D
ERA
f
TYPE
EN TH
1"
3/4"
4 min.
A
4'-0"
Soft wood
3'" dia. or 2X4
30"
18" 28"
6"
61-0"
USE 36" D.O.T.
Oak
1.5"X1.5"
APPROVED FABRIC.
USE WOOD OR
Steel
1.31b./ft. min.
STEEL POSTS.
B
3'-0"
Soft wood
2" dia. or 2X2
18"
18" 16"
4"
6'-0"
USE 22" D.O.T.
Oak
1"X7"
APPROVED FABRIC
USE OR
Steel
.751b./ft. min.
STEEL POSTS
c
4'-0"
Steel
1.31b./ft. min.
30"
18" 28"
6"
4'-0"
USE 36" D.O.T.
APPROVED FABRIC
USE STEEL POSTS
ONLY
TEMPORARY CONSTRUCTION EXII
N.T.S.
FASTENERS FOR WOOD POSTS
GAUGE
CROWN
LEGS
STAPLES/POST
Wire Staples 17 min.
3/4" Wide
1/2" Long
5 min.
GAUGE
LENGTH
BUTTON
NAIL/POST
HEADS
Nails 14 min.
1"
3/4"
4 min.
10 IL m 6
91 r61
SIDE VIEW
PWPEW UK
t
t
ilMj�lllairll
SEE +SHALL BE MINIMUM ��:
L
U10
,
1. M"JCASM TO ALL NEW RESIDB*hES+ r IWO
7. APPUCABLE TO 1 ONLY.
tam mfbivonog
!'
Ffk1
CORPORATION a FOP
WATER TAPIr"ING SADDLE
NOT TO SCALE
SCALE: 20'
.��
t t
r
URIr .• • r. l;
r
PERMANENT GRASSING
IN ►• • r �I `♦
6111194m�' 1, 1
iJ V
SHALL2. THE INSTALLATION OF EROSION CONTROL MEASURES AND
iLLED PRIOR TO''CONCURRENTWITH "DISTURBING ACTIVITIES.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL
..., FULL i. O: APPROVED
. .... Pf,
DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL rr' CONTROL Or TREAT THE
SEDIMENT SOURCE.
MONTH OF
PLANTING
TEMPORARY GRASS
RATE
MONTH OF
PLANTING
PERMANENT GRASS
RATE
MARCH—
MARCH—
COMMON BERMUDA
10 Lbs./Ac
JUNE
COMMON BERMUDA
10 Lbs./Ac
JUNE
COMMON BERMUDA (HULLED)
(HULLED)
APRIL—
BROWN TOP MI
40 Lbs./Ac
JULY—
COMMON BERMUDA (HULLED)
10 Lbs./Ac
AUGUST
AUGUST
&
BROWN TOP MILLET
10 Lbs./Ac
SEPTEMBER—
RYEGRASS40
Lbs./Ac Ac
SEPTEMBER
COMMON BERMUDA (UNHULLED)
10 Lbs./Ac
FEBRUARY
FEBRUARY
RYE
1/2 Bu./Ac
r
.� iii � •
r� r
1.2
1%2
BARS 0 6' O.C.
1i WAYS
ALLOW MANHOLE
NOTE-
POSMON OF JOINT IS
1nONAL BUT DETAIL
AS SHOWN IS PREFERED.
Lo
r
tA NEOPRENEc
SEAL ♦ Ori O` ON OUTSIDE
+ ` R E v7 , 7
# NEOPRENE SEAL.
ui II
ONLY).
JOINT
NOTE:
PRECAST REINFORCED CONCRETE MANHOLETOPS,.ER
AND BASES SHALL CONFORM r ASTM C -478-64T.
4»
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.a
11
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31
fa
j • TO
SCALE
_AL
e-
�r
PIPE OPENING , ,
ZM
- ♦ JOB REQUIREW
}.MANHOLE
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