SW8990108_Approved Plans_19990803

TOTAL AREA
PARKING L Or,
TOTAL TOTAL INTERIOR INTE OR
TO TAL DISTURBED BOIL DING IMPERVIOUS LANDSCAPING, PARK .'G L OT
AREA AREA AREA PAVED AREAS SIDEWALK AREAS AREA CURB @ DRIVE• LANE,,CAP/NG
(SO FT (SO. FT.) (50. FT.) (SO. FT.) (SO. FT.) S©. FT.) (SO. FT.) (SO. T.)
TOTAL SITE SHOWN 50,762 66,134 4,740 15,753 723 RI216 18,256 4 461-'?EOUIRED = -
2, 5C 5 SHOWN'
r,
SURVEY INFORMATION PROVIDED BY: PARKING SPACES
SOUTHERN LAND SERVICES fit:; '
P.O. BOX 688 !SPACE PER 400 SOFT= 12 SPACES REOU/RED -- ( - / /f
FAISON, N.C. 28341-0688 21 TOTAL SPACES PROVIDED
[phone]
TOWN OF BURGAW
PENDER COUNTY
1.16 ACRES
---- ro DISTURBED ---- % ------
•e---- --DISTURBED-------------FREMONT STREET 0 ------------------
EXIST. AREA LIMITS
18" RCP AREA LIMITS (ROW TO PROP / /
RETENTION POND INV. 41.20 (E.0.P.)
EXTEND TO MH I CORNER)
EXIST
G N r -I CURB INLET POWER
1 R. 9 INV. 40.10 POLE-
=t INV. 40.80 p�V �. 9 h 25�
/ O. A p
HC RAMP � �ye- _.._.
658 `1 LANDSCAPING W/ AREA 1 /
gip gX0 Ip *O
t - - - A /
_ 8 A 5 SIDEWALK . r -
-_ a
4 ,7
DRIVE Y 0 G3 5 6' STREETYARD 3 �' ,> 4' D I €
-�- 30 00 FINISH GRADE PLAN I SD H I,
EXTEND RIP RAP TO BOTTOM DISTURBED INV. 8.6t� , i
EXISTING DITCH AREA LIMI S8" q� IGN 0 9p' 336 >,% ~"
• = IRON PIN CREST ELEV. 40.30' f
9' �,L 489 - 7 ryp
ELEV. 41.00 1 (E.O.P.) ( Ay �.r� NI / / 2" 1-2 BITUMINOUS CONCRETE
O = MANHOLE TOP 42.70 / SURFACE COURSE
FILTER FABRIC -::_: «/ p $ .. ; ! I n/'
_ _ 4 !CATCH BASIN 3 EWEY' B S. v INV. 40.01
= POWER POLE TREVIRA SPUNBOND
- r- CH-CH-1 FRAMES GRATE OR EO 0 r
r.� nr - WELL GRADED RIP RAP BEDDING 387 L.FT 24"IRCP I I Q. r �' --
u STYLE Ii25 OR EQUAL _ 4 �; 60 DEGREE PARKING /
= LARGE TREE _' _ dso STONE SIZE = 9" 0 W 31 TOTAL PARKING SPA
- - w -� ai; i
0 = VALVE B17X 14" MAX. STONE SIZE 1 ( o X +
ACES
1.
MIN. 21 THICK r- L
,SECTION a .I 4
�.In `� x o 43 3
QVgRFLOW WEIR DETAIL I i o.c y���x. He 5p 9oQh;� 14 3.0
"
0+
NITS 10
NERAL NOTES:
1. INSTAL L HAND I GAPPED PARKING SIGNS R7y-8a A Q R7-8d
AT EACH HAND I CAPPED PARKING SPACE SHOWN,
2. PARKING LOT LANDSCAPING TO BE CURBED OR OTHERW1,$F PHYSICALLY PROTECTED.
J. STREETYARD TO BE PER COUNTY 0i01AANCE.
4. NO LOADING SPACE WILL BE PROVIDED WITH THIS PROJECT.
5. SOL ID AASTE DISPOSAL WILL BE PROVIDED BY THE TOWN OF SURGAW
MUNICIPAL SERVICE.
6. AN EXTERIOR L I GHTI NG PLAN WILL BE DONE THROUGH CPBL
IN ACCGIRDANCE WI TH THEIR DESIGN STANDARDS.
7. THE DEVEL CPERS FEEL THA T NO TRAFFI C CONTROL DEVI CES ARE NEEDED.
8. SLOPE SIDEWALKS CW STREETS 114 " PER FT. TOW21ROS STREET.
9. NO WETLANDS EXIST ON THIS SITE.
16 1/2 " ! l „ /" 4 1/2 "
CURB 54C rl�rR,t •A
NTS 'n
CURB GRADE
8" iv PVMT A� -
w 8" BRICK WALLS 4„
3/4" CEMENT PLASTER
a
OUTLET
v•f •fir ..� ..� ..��
SECTION A -A SECTION B-B
TOTE:
4" DEEP X 8" WIDE CONCRETE COPING
ALL AROUND BASIN CASTING.
STANDARD CURB INLET DETAIL
NTS
I I
6' MAX.
zX
MIN. 12 I/2 GA. i
W/MESH SPACING
6 MAX. a
MIN.
SECTION
GENERAL FILTER FENCE NOTES;
I. SET POSTS AND EXCAVATE A G" X 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS.
2. STAPLE OR WIRE THE FENCING TO THE POSTS. EXTEND FENCING INTO TRENCH.
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE SOIL IN THE TRENCH.
TEMPORARY SILT FENCE
STEEL OR
4" WOOD POST
WIRE FENCING
'FILTER FABRIC
8"x 8" TRENCH
SIDEWALK /h� 3. 0 f,7
PORCH
GRASS
aj AREA E,07 X
I ;'' 17' 1 _J y `�XX " /, APPROXIMATE CUT LINES TO
_ PROPOSED 80 X 48 C COMPLY WITH NO -RISE
( pRA55- <v i CERTIFICATION. REFER TO
° AREA COMMERCIAL BUILIDING / J NO -RISE CERTIFICATION PREPARED
WITH A 30' X 30' 2X8 u / 4 BY LLOYD A. TYNDALL, P.E.
I I DRIVE - THRU AREA p RCH . / REVISED 10/6/98.
F.F. 45.5 APPROXIMATE TOP OF RIPRAP SLOPE
APPROXIMATE TOE OF RIPRAP SLOPE
/ 2� APPROXIMATE BOTTOM OF CUT (INSTALL
-- %. j SILT FENCE ALONG THIS LINE)
AT 1/4"/FT. j \�,
::�S-EXTEND TO ROO DRAINAGE _ fp
" ATE I2 LINE PROP. LINE TO BE ROUTED TO j!
TORM WATER PON�
D
6" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(MIN. CBR 6 - 10) GRADE
3 MAX
T0 0 O 0 o CURB I
O
00Ill �TI ��TI���lillll III-1!
I
(
_ S 5 GRADE _
4-�75 �-• 4..._! % 4 6 DISTURBED I i
-�
'� • 5
-
I
(
--� �, AREA LIMITS
(PROPERTY LINE)
CATCH BASINN ��' NOTE: DIMENSIONS SHOWN
DEWEY ARE AFTER ESTABLISHMENT
�J
RENCH
1
_ 16.4
-
I
r�>; DRAIN
CH-BN- FR ME / O, OF VEGETATION
a GRATE OR E0.r5
LLJ
�'
�"}
55
+�
�foP 42.00 a ' TYPICAL GRASSY SWALE
TOP 41 80 MCP INV. 39.5 50' My N NTS
LLI (i t ;INV. 39.26 a
r 42. 0 2 �(b N0. 4 STONE
X ul
,%
' a N sD M14 I 42.2
r INV. 39.40 4 v r`
a w ' 4 8.5' 1 / 'Spl 25' OR W/DTII OF
URB INE_T / -I F / EXISTNG 7> °, PROPOSED STREET,
I V. 39.f21/k / TYP 161' / / ROADWAY WHIC�IEVER IS
Q { 44� \ I 6 00 p - .yC . r >.� GREATER.
�' in ?.. f 1 �;
I 5" MCP nr ',3 '00'W 10�,55'
U 0 _ ✓ gh; •i" PLAN
i `I_ - -
_ N '
- p M` 1 r -- 50' MIN I
- .- Cal -
f N+„
6' M/ _
(SEE OUTt,E�''; - -- - -
-- ---- PROTEC �N D,ETAiL)
I l / CROSS SECTION
DISTURBED
I - - p v ' AREA LIMITS CONS7M/C770N ENTRANCE
NTS
L
SW LE I - M r Co W w j
Irl M
I (SE DETAILI
!> i> > 30< L
'/\' DISTURBED
a)
I w iw w .uw • t AREA OMITS
W w o /p (TOP OF SLOPE)
I._ w UJ
> N''/!' (ij -, , INSTALL SILT FENCE ALONG THIS LINE
° BACK TO PARKING LOT
DISTURBED
AREA LIMIT 4g '
(E.O.P.) ( rtW4
i
INV. 32.0
(SEE OUTLET
PROTECTION DETAIL)
1-DISCHARGE. A A
3 C' STRUCTURE ' �j'•
I I s (SEE DETAIL+` /
DISTURBED AREA LIMITS CATCH BASIN
r � d. / � ,�
i
CATCH BASIN 4
I DEWEY BROS.CH-BN-I FRAME
2 GRATE OR OU
TOP 38,00 / STEEL POSTS OR FILTI
14 .FT.INV. 31.78 '. / / i 2"x4" WOOD POSTS
24' RCIP i I� /, / /' 3' LONG
PLAN
FILTER FABRIC
DISTURBED
AREA LIMIT
FREMONT ST.
SITE
Z
3
U
TOWN OF
0URGAW
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00)
z,
t`
LOCATION MAP
NTS
EROSION CONTROL GENERAL NOTES:
The Owner shall take all reasonable precautions to avoid the silting of
streams, lakes, swamps, or other water courses due to the construction of
this project.
All trenches shall be stabilized as soon as is practical.
The Owner shall maintain all erosion control measures or devices in a good state
of repair so that they function as intended until their use is no longer warranted. At
that time, all temporary control devices shall be removed and disposed of so as to
cause no siltation of streams or any adjacent property.
EROSION CONTROL SEQUENCE:
1. Obtain Erosion Control Plan Approval.
2. Protect construction entrance(s) as shown on the detail on this plan.
3. Install silt fence at locations shown on drawing.
4. Install check dams at locations shown on drawing.
5. Install detention pond to serve as sediment basin.
6. Install catch basin and associated piping.
7. Install inlet protection at catch basin.
8. Grade site as shown on this plan.
9. Seed and mulch denuded areas within 30 days after finished
grades have been established, excavation is completed or
work is suspended for an extended period of time.
10. Maintain erosion control measures until permanent ground cover has been
established. inspect weekly and after rainfall events. Make needed repairs
immediately.
11. Request final inspection and approval by Erosion Control Engineer.
12. Remove all temporary erosion control measures and stabilize those areas.
Restore detention pond to design dimensions shown.
GRASSING SPECIFICATIONS
TEMPORARY:
WELL GRADED RIP RAP BEDDING
SEEDING MIXTURE: RYE 120 LB/ACRE
dSTONE SIZE = 6"
50
SEEDING DATES: AUG. 15 - DEC. 30
9" MAX. STONE SIZE
OIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1000 LB/ACRE 10-10-10 FERTILIZER
t
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL.
y - u
�-
TEMPORARY:
-
SEEDING MIXTURE: RYE 120 LB/ACRE
SEEDING DATES: DEC. I - APR 15
AMENDMENTS; FOLL.;-,N _SOIL TESTS OR APPLY 2000 LS/ACRE GROUND AGRICULTURAL LIMESTONE
1
AND 750 LS/ACRE 1`0='TI7 7, FERTILIZER
MULCH. APPLY 4000 1.8/9CRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL.
T P RY:
_ �n >"
SEEDING MIXTURE: GERMAN MILLET 40 LB/ACRE
SEEDING T APR. 15 - AUG. 15
SOIL AMEWM TS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
�-
AND 750 LB/ACRE 10-10-10 FERTILIZER
-
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
NOTES:
ANCHORING TOOL,
I. IN A WELL-DEFINED CHANNEL
PLAN EXTEND THE APRON UP THE
PERMANENT:
CHANNEL BANKS TO AN
SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE
6' AT POND OUTLET AND INLET ELEVATION OF 6" ABOVE THE
COMMON BERMUDAGRASS 10 LB/ACRE
..,._ _ _ ___. _______ ______ ____�,
12' AT PIPE ALONG COWAN STREET MAXIMUM TAILWATER DEPTH
GERM4,N MILLET 10 LB/ACRE
OR TO THE TOP OF THE BANK,
SEEDING, DATES: APR. I - JULY 15
WHICHEVER IS LESS
SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE 10-10-10 FERTILIZER
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL.
PERMANENT:
Y i =
SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE
- r ,I , �-� �i
TALL =ESCUE 80 LB/ACRE
-k'' L-7._I_'+ ii'
KOBE -ESPEDEZA 40 LB/ACRE
FILTER FABRIC
SEEDING DATES: FEB. 15 •- APR. I OR SEP. I - OCT, 31
SECTION I -I TREVIRA SP
SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
1125 OR EQUAL
AND 1000 LB/ACRE 10-10-10 FERTILIZER
OUTLET PROTECTION DETAIL
MULCH:
MUL H: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
CHANNEL
ANCHORING TOOL.
NTS
I' LAYER OF
co
NO.57 STONE
CHECK DAM
'
(SEE DETAIL)
INV.31.64
-
Z'
FILTER FABRIC
���►
(SEE OUTLET
I
PROTECTION DETAIL)
IMBED FABRIC
_
4" INTO GROUND
DISTURBED
SECTION A -A
AREA LIMITS
SJ
►
I
TEMPORARY FILTER FOR
INLET
1
I
NOT TO SCALE
I
TOP OF EARTH WEIR 39.00
SITE P L A
28 0 2.5:1 SIDE SLOPES ON WEIR
�
TOP OF BANK 41.OQjMIN.) 3 MAX.Z_
ELEV. 35.00
30 `
15, 0 ,30'
60'
ILA
GRAPHIC SCALE
12'-0"
78--0" 12'-0"
-
102'-0"
I ST RMWAT R DETENTION AREA
SCALE I" = 20'
DEWEY BROS. CH-BN-I ^
' ELEV. 40.00'
2" PVC
INV. 39.00'
EROSION CONTROL
STONE .- GROUTED IN PLACE '0' �
d50= 9" iv
dmax, 14" 15" RC? if
INV. 3 r.00'
xw 1. CAP WITH 3/4"
2y MW I DRILLED HOLE
a U
Q
r KAIAIATP
SECTION A -A
TEMPORARY CHECK DAM DETAIL DISCHARGE STRUCTURE RE C E I V E
NTS NTS
APR 2 7 1999
DM
FM#
TOP OF EARTH WEIR 39,00 BEYOND
2.5:1 SIDE SLOPES ON WEIR
TOP OF BANK 41.00 (MIN.) 2 5 3 MAX.
I" WATER STORAGE ELEV. 40.00 , �f I (- I" WATER STORAGE ELEV. 40.00
PERM. WATER SURFACE EL=1�_.
ELEV. 35,00
--T. 6
APPROVED
12'-0" O'15'-Or 12'-0" NOIITII CAROL"
34--0" DM810N OF WAin
auALRY
T DETENTION Date
REA
SCALE I" a 20' Stormwater Permit No flag
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DRAWN BY:
WJR
CHECKED BY:
JRH
DATE:
12/28/98
JOB NUMBER:
8039
DWG. NO.
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