SW7050633_APPROVED PLANS_20050829

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

1,
n
SITE j
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Oq.O�a
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VICINITY MAP
NTS
9�
C�
s �
SHEET C— 04
/ 7
SHEET C-03
'i
r
SHEET C— 02
` I P
� � r
GRAPHIC SCALE
SHEET C--01
,00 a so ,00 zoo `� '�\ • l , � I
( IN FEET) `
1 inch = 100 ft. \
map ez),�r tpq
EVANGELICAL METHODIST
CHURCH
SHEET
C-01
- SITE
PLAN
SHEET
C-02
- SITE
PLAN
SHEET C-03 - SITE PLAN
SHEET C-04 - SITE PLAN
SHEET C-05 - DES AILS
SHEET C-06 - DETAILS
APPROVED NSF
N'.-)Ri!4 A ENVIRaNME.NTAL.
MANAGEMEN : `filV�l uil �3i+i !
i.rt Sit C'"5 `�,.
lViORTh; :BAR N!!A E ' •.
IVIAtVAGB EhC ONMEtjAi.
0!4!l4 Sc,1C)N
ATE. QUALITY
Data
ear=;=
vsrs�1111
Land Consiutinrsg
Swvveyvrs
150A USHWY158E
Camden, North Carolina 27921
[phone] [phone]
ARCHITECT
RICHARD L. BENNETT
118 FAIR OAKS DRIVE
CRESMEW, FLORIDA
32539
850-689.8751
SITE PLAN
SHEET C
T IT'
.�t� a I. •+la+. ,. .r'. .,� n 11, �..l� ..I},u lkh.t:' a 16 y P: y'i
i. 1 r . � , , ,�, ,. .I, � x. ��. ,�.i'.aul. �r.0 �1"'•y Fle,�l'a!lp.lit.tr� :il' fly �/fi'M t'
tit:

i L".Lt i �3 } .r! i� } �idt.: r: �t11...
1-f s w 70-_�-o(o,?3
�26�• \ V o.o£ = 130 1Q.D i0 E $W t 05 x 8.49 1
\ 9.02 r0.04 - 05 10.01
!I
0 1
k ply\ \ R 2 \ 94 _ 0, �1 �Y: 9.67
\7 g� 8 \ 10.07 x�-
\ \
V A \0C9.64
\ \ x8.62 x841
\ 8. 9.37 \ C.t 9.8I 10.2
(\ \\ 5 10.17 10..10.1� 1
\ 9
�� A \ 1 • 9.52 \ 10.07 2" WATER
SERVICE X Bsi � � 77
847 \ \
10-23 3
1
VICINITY MAP
NTS I
� \ 10.20 1D.01
0 F�c
\ `\ a ...
� � \ x 10.15 10. 9
\� \ 9.27 1 6" SDR 21 10.1
7� x e.s3 \ a.oe PVC FIREMAI ss
\ \ \ DRAINAGE AREA 1 I
x
\ 9 9.89 N. DRAINAGE AREA 2 !
10.01 0.14 l S
74 x 8.22 Q? 1\
9,B8 9.` 945
k
\ \ U.1
8.49 v � .1 �-- � 10. � 0 t0�
\ 7.15 9.22 8.90 I�
f Qt
\ 07 9-4 \ 9.9
- 8.96 \ � � 8.90 1
\\ \ 8- e 1 - 6" GATE VALVESITE DATA s.96
(END OF COUNTY ks 77
\ \ MAINTENANCE)
\ 1
1, OWNER: 8.8U \ \ ! 9.83 �_. x 13.z7 .�_ 10- 9-27 `
EVANGELICAL METHODIST CHURCH g . \ 2" RPZ BACKFLOW \ 1-1_
820 OKISKO ROAD \ \-_ PREVENTOR IN IN.x 8.45
\�
H07 BOX \
ELIZABETH CITY, NC 27909 - �� 9.29
[phone] � � �
�F�. 2" WATER METER \ \ 1 3 X
CONTACT PERSON: \ \ X 9 52 1� 9.35 1
BUD CALDWELL - ARCHITECT \'� 32 �4.1 6" TAPPING SLEE �\ \ \ .53 ' 9 52
COSCO &ASSOCIATES, INC.{1 85 6" GATE VALVE
215 E. JAMES LEE BLVD. syr"`r'�� '�
CRESTVIEW, FL 32539 6" X 2" TAPPED TEE \ JS \ \ ���98
a E
9. \�
6" SDR 21 PVC (LENGTH AS R OFF UIRED 4 x 557
[phone] 6" 4513END \ � s a
2. LOT COVERAGE: UPON COMPLETION CONTRACTOR SHALL WET TAP E NG \
ALL BUILDINGS 50,MP COMPLETION
= 5.47% WATERMAIN IN THE PRESENCE OF A 582 \ \
REPRESENTATIVE OF PASQUOTANK .75 \ 9-28
ALL ASPHALT 111,298 SF = 12.01% 1 \\
ALL CONCRETE 10,318 SF = 1,119e COUNTY WATER SYSTEM AND THE 9.39
OPEN SPACE 54.273 SF = 8141� ENGINEER. \ -9.3� 36 Bs2
TOTAL SITE 926,534 SF = 100%j 8.47
9.18
3. THIS SITE IS LOCATED AT 820 OKISKO ROAD \ 9 72 /
X 8.67 4 l 8.04
TOTAL AREA = 21.27 AC 79 \ \911 9.26 4. PARKING: 8.95 \3.85 /
\ �F9 a s 1 x 8.16 - ---- 7.86
700 SEATS - 0 1 SPACE PER 8 SEATS = 88 SPACES \ "lO \ 8.94 8,D - - 111
\ q� 5 flC3
N.TOTAL PARKING SPACES PROVIDED = 157 (INCLUDING 6 HANDICAP) \\ 8.58 850 9.18 - 9.10 1 S4 •� / f
fi. SITE IS ZONED: R-15 �_cl
\ /QO \ 26 -�g� 4
\ 70> �49 6,95 IJ3
J8.4 /.81 ��ldfg� os
7. SITE IS LOCATED IN FLOOD ZONE "AE (6.6)" r 8.61 8 98 \ \ 787
�74�k _ I
ACCORDING TO FIRM MAP NUMBER 3720798000J, a
DATED OCTOBER 5, 2004. \ ' j//,�5.26�g
8. �� SETBACKS: a.5sZ
- 4�T r7.55 � 7.15
=
= 10' m��\\� 8 >� i a
FRONT 30'
SIDE f
REAR = 30` 8'1�
959
\. 48 622
6 44 \ ,� I 7. 7-/
9. THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY INFORMATION TAKEN FROM \ \ \ ^ i
D.B. 776, PG. ` 7.84
D.B. 552, PG. 959 \ 8.0 '\ Q �-
x 7-56 7 B fl
\ �j � x 81 88 / ��
394
D.B. 634, PG. 629 \ \ \ \ 8,27
D.B. 360, PG. 125 \ \ \ 7 98 \ f X.
'
10. DISTURBED AREA = 6.07 AC
x a_27 \ I � � 7-75
11. THERE ARE NO WELANDS ON THIS SITE. x 7.78 7.71
\ � \ \ �_ -.63 xx�g,V,
11 to
�\ 652 7 7.78 \ 6 Of 3
\ \ .75
7.81
7.89 \ 6 \ \ \ 1 - 90I� t4 ^I 5.96 \
`7X.
.58 �A 7,60
7.51
71 q'
5.32 7 7 �\ \ v20. \ 14 Z 7. 75
(� \ 7 7.56 �0 n 7J8
\ 7.70 �\ 4\ 9g�j. �'
wv
\ \ 0_
�\ 7.58
EXISTING
PROPOSED
BENCHMARK
DRAINAGE FLOW DIRECTION
PROPOSED CHECK DAM
`OL>
EXISTING POWER POLE
wv
PROPOSED ASPHALT
EXISTING WATER VALVE
®
EXISTING WATER METER
PROPOSED GRAVEL
EXISTING ASPHALT
Y
PROPOSED CONCRETE
EXISTING CONCRETE
E
EXISTING CONCRETE
(TO BE REMOVED)
�10.00
PROPOSED GRADES
EXISTING ASPHALT
(TO BE REMOVED)
- . - - - -
PROPOSED DITCH
x 10.00
EXISTING GRADES
10
PROPOSED CONTOURS
-- -
EXISTING DITCH
®
DROP INLET PROTECTION
TOP OF BANK (TOB)
_-
RIP -RAP
- •- - - - - - - - -
BUILDING SETBACK (MBL)
aew[
LIMITS OF DISTURBED AREA
- - -70 ---
EXISTING CONTOURS
LIMITS OF DRAINAGE AREA
\ / 4 7.70
4 6 7.5, \
56 \\
\ j
\ \ 7.53 >l \
\ � / 7.66
\\ 780 \`� 12" PIPE
INV IN = 6.67
INV OUT = 4.68
7.57
7.30
6.82
Ir
GRAPHIC SCALE
20 0 10 20 40
20 ---- -
11111
10 Land -Corsi tang
( IN FEET )- - stawyor
1 inch = 20 fL
0 -
150 A US HWY 158 E
Camden, North Carolina 27921
[phone] [phone]
DATE: 05--24-05
REVISIONS
NO
DATE
DESCRIPTION
1 11
6/14/05
WATERMAIN TAP
NOTE
0:0�
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W�00
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0 Ir
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W�
w
z
ARCHITECT
RICHARD L. BENNETT
118 FAIR OAKS DRIVE
CRESNIEW, FLORIDA
32539
850.689.8751
SITE PLAN
SHEET C-01
r
-yf� � rti Zf.
r irk Mi,�17�1`` 'llE roI�
• - 1. 1 I ...1 n:.'I ,. ,.s! i�.. .ri �i r} .. i. �. :i 4A L . .. ..�: �'f 4 jP :�.1:1.'i. ti:5•'Ilf rir-i

DATE: 05-24-05
REVISIONS
NO
DATE
DESCRIPTION
V
¢ �+
V, W aD
GyJ -
ARCHITECT
RICHARD L. BENNETT
118 FAIR OAKS DRIVE
CRESTMEW, FLORIDA
32539
850.689.8751
SITE PLAN
L.
SHEET C-02
,�
Tr-r-�i �
_ ,j';
�'; ,5
S 1 t

Np DATA pESCRIP�lO�
1
20
Q'
0iTR1 l�
GV -pHIC SCALE
10 20
Q
( IN FEET �
L 20 fL
x 9,12S
1
r
r g.67
1t�
1
1
f7
f
f
>f
i
x 9.2a
4i1
r`
/f
ly
f
i
Y L �k
r•i
,
t �4 L
n
WMMWMWARMWM
3:
L
g AGE
6.85
L
Bf
, ?.46
X Pi.32
,LyL,LtLLttttr[irrrrr`r`Ii
t�
III
•a.•.--�
,,1
rr1/! t11LLt,
Cl)
2
0
T 0
cr. CD
D Cl)
1: 5
00
vow-m a
0 cc
tom■ ::3
cf)
0 w
0 ow-M
z
C
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w �
w Io ,::3
co
Cl)
w
0 an
ttoomom
J
LIJ a
<lMtttm
DRAINAGE AREA 2
` DRAINAGE AREA 1 z
5.75
I APL R°� f
/! DRAWAGE AREA ? .70
DRAINAGgAREA 2 .
p1S
7URBAfyCF .
€ ro sro� .._..._ — — — _ — _._ --- ____—....._ — — _. — _ _
- N 50.18'35" W
f� r 150.01, ,— f
r13:_
24*
x 830
HITECT
RICHARI) L. BENNET"
118 FAIR OA FLORIQ
Ce 39
850,689,8751
SITE PLAN
7,75 C— 0
SHEET
t�l

Moo -5,
0
ti
1r
x 7,86
x 7.28
20
10
0
150A US HUT 158E
Camden, North Carolina 27921
[phone] [phone]
1
1
I
1
1
I
1
1
1
1
11
1
1
1
7.22
INV = 5.521 6.7ftftftw"Ifta UA41TS OF 486 D157(I {
` -� RBANCE 1
-x 7 27
CLEAN OUT 1
-_ (STING DITCH 0
0.39 ~� 1
INV - 4.
Aim
co
BEGIN CLEANOUT 1
m 72
�� I 8.60 --- - -` - �- --- 1
s LIMITS �_ _ - _
1 OF DISTURBANCE �_ 5.sej
/ 0
\ Z I 82
F- ~�
w 5, 546.47 72
5 I 5-17 5.88
8-77
1
I � '
o B 1 !
O 5.
/ x 9.35 ~ I I 1 6.79
In
/ z 1 I
I x 8.57 f I
x I � x 7.42 1 f�
8,59
I I 14 1 1 I f
xB75
� x 8.27 x 7.77 I
1
i
\ x 8.36 I 1 I
7.52
\5.51 \ GRAPHIC SCALE
20 0 10 20 40 1 6.
I 7.07
5 79 8 { IN FEET) j
i\= 20 rt. 1 J
I x g.26 ! �J
DRAINAGE AREA 2 x 8 49 � , LIMITS OF DISTURBANCE DRAINAGE AREA 2
DRAINAGE AREA 1 DRAINAGE AREA 1 7 ,
� FILL EXISTING DITCH
5.75 _ 6,00 TO THIS POINT � 6 25 4
5.
34 i
�1 1
f
9.100 �C6.75
.3 -- 1
8.37 r -- .83 / 9.60 ®9.90 9.40 9.40
1 8.05 9.80 10.20 10.20 TC 10.20 9.70 9.70 8.85
x 8-58 I I TC 10.10 x 8.36 �. c a 5' CONCRETE SIDEWALK - 4- < 10,30 . a TC 10.20 f
d TC 10.20 -'- 4 x 2.42 45 x S.
9.35 9.40 \ 9.60 0.10 TC 4 0.30 63 8.258.85 8-20 i
x 0.00
9.00� 5 9.25� � '9•60 - 10.40 96� 9,
24' 10, 1 44 45 Ll \ 10' 89 157 0.00
- "" 1500 GAL 0C
.a. d - SEPTIC TANK
20' 24' 20' 2,V �K 20' aw d I 1
,
1 c
10
6.Bo a:'
• Z
x 0.00
DATE: 05-24-05
REVISIONS
NO
DATE
DESCRIPTION
�Q� z?�=
�LIJ o =
00
!!(((fell yyy
ARCHITECT
RICHARD L. BENNETT
118 FAIR OAKS DRIVE
CRESTVIEW, FLORIDA
32539
850.689.8751
SITE PLAN
SHEET C-04
E

:'1L!_ ._:t' ;S-__
rn �� &,r /,/,rq SW 7 o-T-0 �0 33
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED. AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
; Rjxfmtzlr'
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE,
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING &MULCHING
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5"
PIPE
•9'4
TOP OF BANK
m
o
0
o� �U La
k-
U 4 4
1 (4 4
0
(n
O
��Q
4Lt 14 4
o_
a
0
18'
TOP OFIBANK
DITCH BOTTOM
I" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
DF DITCH
., -YER OF FINE GRAVEL
OR WOVEN CEO -TEXTILE
RIP -RAP OUTLET APRON
NTS
1
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REOUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED_ CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
{ TO THE CONTRACTOR F COMPLIANCE WITH SUCH LAWS. ORDERS RULES AND
GUIDE OR CO L E
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE
5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS
2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET
2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE
5 #/1000 SF OCT, 15 - MAR. 15
SEEDING
SCHEDULE
2" X 4" WOOD FRAME
II II
II II
U
2" X 4" STAKES
'ABRIC
' EXCESS
AT CORNERS)
RIC
BURIED
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFILL THE TRENCH WITH
AT LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL.
3, THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW. MATERIAL FROM WITHIN THE
SEDIMENT POOL MAY BE USED FOR DIKING.
FABRIC DROP INLET PROTECTION
NTS
TOP OF BERM ELEV. = 8.00 14 8"
p 10YR= 7.73 I
INLET ELEV. = 6.00 tr d 4
a
WEIR INLET ELEV. = 6.99. (TEMP POOL)
PERMANENT WATER SURFACE CLASS B STONE a 4
ELEV. = 8.00
DITCH BOTTOM
4 a w 4"
00 1� V 4 Q op cz a
6" SCH 40 PVC TEE 12" RIP RAP
x\ 6
Q #57 WASHED STONE
DRAWDOWN DEVICE -
If C PIPE
& FITTINGS
1-3/4' DIA. HOLE
DRILLED THROUGHLi
\
CROSS SECTION
(
6' MIN.
CLEARANCE
g 5,
EX. GRADE
OUTFLOW STRUCTURE -REAR
NTS
ULAJJ C �>IUNL
EX. GRADE
SECTION
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS
OR 30 CALENDAR DAYS (WHICH EVER IS SHORTER), THE FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY,
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
TOF
taP1 O� I H BANK
$0 OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
ins
EXISTING GROUND
Etli':ir�jF:�►�v11�y
- - - - - - - - - - - - - - - - - - - - - - - - - -
DEPTH
�/� VARIES,
POINT
TYPICAL DITCH OR SWALE
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
QED S0 FT
5
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
EX. GRADE 8.0
3,-A. _ _TEMPORARY POOL ELEVATION_= 6._99
PERMANENT POOL ELEVATION = 6.0
10' VEGETATED SHELF _
POND,BOTTOM
ELEV. 1.0
WET BASIN CROSS SECTION
NTS
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED WITH
PLANTS SELECTEE, FROM THE TABLE PROVIDED. 2 OR
3 PLANTS SHALL BE CHOSEN FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL OFFICE
OF COASTAL AREA MANAGEMENT WHETHER OR NOT A
PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE
AREAS.
3. APPROPRIATE TRANSPLANTING OR PLANTING
METHODS SHALL BE DETERMINED ACCORDING TO
PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF
THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF
4--6 INCHES. CUT OR DIG PLUGS APPROX. 4 INCHES
SQUARE MAKING SURE TO GET FULL ROOT DEPTH.
THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE
OF MOST OF THE PLANTS.)
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGtTARIA LATIFALIA
RIP RAP PAD
TOP ELEV. = 6.20
PERMANENT
EXISTING GRADE
20'
TEMPORARY
WATER SURFACE
EARTH WEIR ACROSS
WATER SURFACE
ELEV. = 6.00
END OF FOREBAY AREA
ELEV. = 6.95
1 -
- - - - - - - -
-
- -
- - - - - -
-
- -
- - - - - - - - - - -
5 =
3
F�
a
\�.\�.
MARSH VEGETATION
BOTTOM ELEV. = 3,00N�__
in
BOTTOM ELEV. = 1.00
FOREBAY AREA CROSS SECTION
NTS
2D
surwyurs
0
150A USHJ41Y158E
Camden, North Carolina 27921
[phone] [phone]
DATE: 05-24-05
REVISIONS
NO
DATE
DESCRIPTION
< U3
LLJ aQ U `
ARCHITECT
RICHARD L. BENNETT
118 FAIR OAKS DRIVE
CRESTVIEW, FLORIDA
32539
850.689.8751
SITE DETAILS
'}-r,� '' T 1 ! T.i'TP -• - -
f'f ' y• •� �}� } � 1 :�I 1 -,� .a i h..d Nl I,i9 14! f 1. `�'1: .,• '
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�I SHEET C-05

PRUNE CODOMINANT LEADERS DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
EXISTING GROUND
PRUNE NARROW CROTCH
ANGLES & WATER SPOUTS WATER
PRUNE BROKEN, RUBBING 11 18" DIA. THICK
OR CROSSING BRANCHES CONCRETE n
NOTES: VALVE BOX "DONUT"
4" THICK 2500 PSI CONCRETE SIDEWALK 1. TAP SHALL BE PERFORMED IN THE PRESENCE OF A
REPRESENTATIVE OF THE WATER SYSTEM AND THE
f ENGINEER.
SLOPE 1 4" PER FOOT � A� - -� � A -d �a - -- •6 `
/7 2. TAPPING SLEEVE AIR TEST SHALL BE PERFORMED AT +
100 PSI FOR 15 MINUTES.
• - d
— a °
2" TYPE SF 9.5E BLOCK PER THRUST BLOCKING
ASPHALT MIX DETAIL BEFORE PERFORMING TAP. TAPPING VALVE
0 &" ABC STONE BASE
2" X 2" STAKE INSERTED I i i i III III Ili ill as 0 0 0 0
-Iil Ail III II III I :t
12" — 15" INTO SOLID SOIL. "+
#10 WIRE THRU DO NOT STAKE OR WRAP
RUBBER HOSE TRUNK UNLESS NECESSARY.
-i� III iil III III III IIIl_��� ��-
REMOVE TAGS AND LABELS.
CUT AWAY ALL BALLING ROPES PRUNE SUCKERS COMPACTED EARTH
Q
REMOVE TOP OF WIRE BASKET 2"— 3" MULCH KEPT
UNAMENDED BACKFItL SOIL AWAY FROM TRUNK TAPPING SLEEVE ON EXISTING MAIN:"_-._..9
SOIL WELL TO CONTAIN WATER
PARTIALLY BACKFILL, WATER TO
SETTLE SOIL, FINISH BACKFILLING t\
1 �
WI EN AND SCORE HOLE WALL �\\�i' AREA FOR WATER DRAINAGE
(PIPE OR TILE COULD BE
REMOVE CONTAINER AND CUT CIRCLING INSTALLED) BUFFALO PATTERN
ROOTS IF CONTAINER —GROWN, OR AS MUCH LEAVE SOLID SOIL PEDESTAL. TWO PIECE SLIDING TYPE
BURLAP AS POSSIBLE IF FIELD —GROWN DO NOT DIG DEEPER THAN CONCRETE SIDEWALK DETAIL ADJUSTABLE VALVE BOX
BALL DEPTH.
TAPPING DETAIL (5-1/4" SHAFT)
TREE PLANTING DETAIL NTS NTS VALVE BOX
NTS NTS
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING 12"lt--—VARIES
HANDICAPPED PARKING STALL MINIMUM
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
—EDGE OF SIDEWALK ROADS AND STRUCTURES", LATEST EDITION.
AS DIM'D. HYDRANT
ON
SITE PLANBY
VIRGINIA, INC.OR EQUAL, HEAVY DUCAPITOL Y ©F
DUTY CASTING,
Go
PARKING STALL PAVEMENT MARKINGS (TYP.) RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
STANDARD HANDICAPPED SYMBOL (SEE PLANS) 18" DIA. 6" THICK
69"
5.0 FT. WHEELCHAIR ACCESS AISLE 8" FINISH CONCRETE "DONUT"
'
5' 11' 1 CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF GRADE
PLAN VIEW OF PARKING STALL(S) 2' #5 RE —BAR 5" A RISER BARREL TO INSIDE DIM'S OF FRAME.
CHAMFERED EDGES
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
2" TYPE SF 9.5A
VAN
ACCESSIBLE ASPHALT 5/8" DIA. TIE RODS VALVE BOX 36"
AS REQUIRED
— — — — — — — — — — SEE PLANS FOR
— —
6" ABC STONE INVERT & RIM 7 CU FT MINIMUM
ELEVATIONS INSIDE DIMENSIONS: CRUSHED
RESERVED
_ _ SHALL BE EQUAL TO THE STYE 0 0 000 6" GATE VALVE
PARKING // // // / // // / // / / / // // // // // LARGEST CULVERT DIAM.
/\\ '\N /\\\�\\�\\�\\/\ /\\/ \ \�� \/\ /\\ \/ \\�\
\♦//\/ //\//\//\//\��/� / \//�♦/ \� /\// /\//\//� 8" SEWER BRICK MASONRY (SOLID) _CONCRETE THRUST
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O - BLOCK PER
MASONRY WA DETAIL
SET MASO WALL FLUSH
\ / 0
W BELL END OF CULVERT
\\\ \\ 12„
��•/j�/� / //�//\'���//`\///C // / /// ////////�// WATER MAIN
\\�\\\ PA GE INVERT W/
--BOTTOM EDGE OF SIGN CONCRETE -- SLOPE TOE (SEE PLANS FOR LOCATION)
CULVERT INVERT. CNCSEE PLANS FOR BOOCkP PER DETAIL 12"
TE THRUST
PENALTY CLASS "B" CONCRETE CULVERT TYPE & SIZE
PENALTY PER NC DOT
$250
cs zo- 7.s . INV. IN.
CLEARANCE: •• •........:::::.:::
SEEPLANS
N5 FOR -.:.::......:...: ...:.. . SL
OPE
E .:
NOTES:60" OUTSIDE OF PEDESTRIAN AREAS :I -NV. OUT.- ­�.. .::84" WITHIN PEDESTRIAN AREAS -
--GRADE PRECAST PARKING BLOCK co 1. DO NOT BLOCK HYDRANT DRAIN WITH THRUST BLOCKING
A.D.A. STANDARD HANDICAPPED PARKING SIGN == 3000 PSI CONCRETE FOOTING 2. COAT TIE RODS & NUTS WITH EPDXY
(W/ STANDARD HANDICAPPED SYMBOL) I �I I W/ 6x6x10/10 WWM 3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE
NTS I I ' ff COMPACT SUBGRADE TO 95% OF ASTM D 698 4. ALL JOINTS SHALL BE MECHANICAL JOINTS
HANDICAPPED PARKING, WALKWAY FIRE HYDRANT DETAIL
& RELATED DETAILS DROP INLET
NTS NTS
NTS
18" DIA, 6" THICK
ROADWAY SHOULDER CONCRETE "DONUT"
VALVE
HYDRANT BOX STORM DRAIN
18" DIA. 6" THICK EX. WATERMAIN
ROADWAY SHOULDER CONCRETE "DONUT"
VALVE DITCH RISER AS CONTRACTOR SHALL USE 12" MIN. SEPERATION
3 BOX REQUIRED 45' BENDS AS NECESSARY///
® CONC
EX. WATERMAIN
COVER PROPOSED WATERLINE
WITH BAGS OF CONCRETE MIX, UNOPENED,
CONTRACTOR SHALL USE 20" MIN, BY PLACING ONE BAG CENTERED
45' BENDS AS NECESSARY CON ON CON CON CON ON BOTH PIPES AND PLACING ONE BAG ON EACH SIDE .
ALL BENDS RESTRAINED COVER PROPOSED WATERLINE NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE
WITH BAGS OF CONCRETE MIX, UNOPENED, SPECIFICATIONS.
THE ENTIRE LENGTH OF THE DITCH CROSSING.
DITCH CROSSING SHALL BE DUCTILE IRON PIPE
NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE
SPECIFICATIONS.
CULVERT CROSSING DETAIL
DITCH CROSSING DETAIL p _ 1311
- --
NTS NTS
Land k Consu ding —
°
150 A US HWY 158 E
Camden, North Carolina 27921
[phone] [phone]
DATE: 05-24-05
REVISIONS
NO
DATE
DESCRIPTION
fff•,'r,•'',i
`,``,,`,,,lull+f
ti
• \ J 0z
LJ
ARCHITECT
RICHARD L. BENNETT
118 FAIR OAKS DRIVE
CRESTVIEW, FLORIDA
32539
850.689.8751
SITE DETAILS
SHEET C-06
F - — 7.-
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