HomeMy WebLinkAboutpg3k
�I
_ WATERLINE PARAL14L ROADWAY" ENTRANC
COORDIN
OWNER.
SIGN. CONTRArJ,OR TO
fE SIGN LOCATION WITI , \
EE DETAIL SHEET C -15. - % - . _� 1 g
j
` -`` .. pie ...l�l.l.s.'d('�- �'CI'�"'�"��i
s
LAP `:- ICOj�" -lN �- A
.. -.a �- LM...�..�LCO- _- N1E.�.ae_LGD •..�•.- .L�,•�-.. �,G.•, �-.•� , ���,�_ 41
LOU
A . �,.-- - - - - . ,, ,. -. ..... , ., • ., , � - . _, .. ,= � - ..._ +,. «... ,,,,: -..; \ 250 L.F. SPLIT RAIL f • ,,
-
-
FENCE I
Y
30''WIDE ASPHAL EN�' CE `. sP.li ' �• � ' � ^ 18° WIDE GRAVEL ENTRANCE ROAD
_ i , a I i4�' OF 18 "'RCP 2.0 %SLOPE \ WITH 6' GRASS SHOULDER / ?' .. \ /I
DRIVEWAY WITH TAPER lip, _ i f \ - 40 OF 18. RCP 2.0% SLOPE
!
WIDE. GRA1iFL ROAD Y. ' sy IN1� IN - 375.3 r SjNALE. TIE INTO EXISTING GRADE.. "' ! X .\
IW.1N -31$.8
R a INV. T • 374.4 SEE TYPICAL SECTION ON SHEET C•15.
l ` + DO BLE SWING ENTRANCE GATE t \ aNV. OUT, 3T9.0 i r P N
! PROVIDB AKIN. OF 2 OF C9VER 1 r r r
\ ", ✓ '�•. SE DETAIGON SHEET C -14. I VER TOP OF72CF OVIDE A Mlt�. OF 2 OF DOVER,
4 P - `, \ OVER TOP OF RCP_.._ J ! I I ie !
!}
50 OF 18 RCP @ 5.0 k SLOPE 1 4 \ _ 1 l
i
. �_-
.INV, IN - 354.5 \ I _ .. - � t `, I 1 l SECURITY GAPE BY OWNER.
INV: OUT ..351:5 t CONTRACTOR TO COORDINATE
5 ( °
PROVIDE A MIN. OF2OFCOVER' j CULVERT LOCATION WITH OWNER
OVER TOP OF RCP. 1 TO COMPLEMENT GATE.
30 RADIUS EACH SIDEOF
ENTRANCE DRIVE.
1 t I RA -... - .,„ - e ._... -.., ,.! : r r/; �` \ `e .e __ ..� r ! '� .: c...J••-^, a sw°�„ i
A
'L7 "Ca �-
y
EXISTING 24" RCP
INV. IN 351.49
- - _ . _ _ ' ~ -
NV. our . a
340 2
i ', '\ ti� ...... - .__..._._ .` ,., "` .. �" `.' ^.... -.. r ✓' /:..� / O \ , ,r .r ' .� ,,,,... r s f f � \f f`•� 1 °rLiAi9u Z+h's� bM „-.
, I
i
I :;i t: , ''`.� ' -�. �� -,. ,..- 4... ..... ...-. _„_. ..., ,i ✓� -. \\ ... ,. r - _ 1 - � f .ter �,
y
,
Y
t
_.
I le
1 _
r j
STORMWATER MANAGEMENT STATEMENT: _ '' '° f' '" • ' _ ` �l `` Ili► _
1. DEVELOPMENT NAME AND LOCATION: t - -r ° '. _$ i i r `i f f f
ANDERSON CREEK PARK - PHASE 1 4. THE SITE IS LOCATED IN LOW DENSITY RESIDENTIAL ZONING ' - w ,' ' r "` . -- ~ ° ° _ �! 1:
1492 NURSERY ROAD / NCSR 1117 DISTRICT, NOT CONSERVATION ZONING OR IN A WATERSHED
1. =.
- ! DISC GOLF t11,5 ACRES ' r D f >
LILLINGTON, NORTH CAROLINA 27546 DISTRICT. �LL. !
..... ._A... -._ . ,....., r -' ,.- __ `:. W -"' ^'" r '` '1 1 .' _- f J 4nl } ° •,,�, J a" r ��� (, t t 7`;;•I ..
2. DEVELOPER OWNER AND CONSULTANT CONTACT INFORMATION: 5 IMPERVIOUS AREA CALCULATION: t ! l f ti t 1_ 1/ • i ` J 1 ;l . k r
�COUNTY OF HARNETT PARKS AND RECR EATION ` if S
V WIDE CONCRETE WALK 1
CARL DAVIS, DIRECTOR (910) 893 -7518 3,560 S.F. CONCRETE SIDEWALK - r � ` . r t ¢ :7
(� w
1100 E. MCNEIL STREET / P. 0. BOX 816 3,600 S.F. ASPHALT TRAIL �- . 'r \ (3,560 S.F., DEEP( §'1 l: / �. f r � + j s
LILLINGTON, NORTH CAROLINA 27546 16,500 S.F. GRANITE SCREENING TRAIL _ _ - 6v WIDE GRANITE SCREENING WALK '' !
52,380 S.F. GRAVEL ENTRANCE DRIVE
r
W. K. DICKSON &COMPANY INC. 2.880 S.F. ASPHALT ENTRANCE DRIVE rr ✓/y fJ f - \\ (1,000S.F.j-
480 S.F. CONC. PARKING SURFACE FOR ADA COMPLIANCE _. - { '' 14 50'OF98 "RCP' 4.0 %SLOPE f +„
JOEL MOULIN, PROJECT MANAGER (919) 782 -0495 -�" -' r f r° SELECT CLEARINGOFi37,000S.F._ ! �., ar.;•a
308 S.F. ROOF OVER RESTROOM BUILDING ` r ' I INV. IN -334.0
720 CORPORATE CENTER DRIVE / ' OFUNDERSTROYGROWfHTQ_BE DD___ ��. m " �, _
RALEIGH, NORTH CAROLINA 27607 1,200 S.F. ROOF OVER PICNIC SHELTER - -
. �� � INV.DUT -332.0 , � � USGS MAC'
/ COORDINATED WITH PLAYGROUND - - -
... CONTRACTOR AND OWNER. PLAYGROUND tI PROVIDE A MIN..QF 2' OF COYER
8Q908 S.F. TOTAL IMPERVIOUS SURFACE -- �- § '
3. SITE DESCRIPTION: t . - r
- w, - r - _.. � ..__ __ _- ` (BYOWNER) ;' if �_ OVERTOP OF RCP:
VICINITY MAP LOCATED ON COVER SHEET LESS THAN 1% IMPERVIOUS COVERAGE OF THE 204.11
USGS TOPOGRAPHIC MAP AND SOILS ILLUSTRATED THIS ACRE SITE. ! PICNIC SHELTER OVER 30'X40' _, i ''. 1. 13 50°ON18"RCP @4.0 %SLOPE I \ \
_ __. , _._
SHEET TWO SMALL PONDS (t 35,000 S.F. AND t 18,500) r °!! CONCRETE SLAB WITH BELOW
\
INV IN - 326 0 '
IN NEED OF REPAIR EXIST WITHIN THE LIMITS OF THE SITE t r GRADE -RAIN WATER CISTERN;' INV. OUT -324.0
6. DESCRIPTION OF STORMWATER MANAGEMENT SYSTEM: r r PICNIC TABLES 4 GRILL 1 ROVIDEAMIN.OF2'OFCOVER
AND THE NORTH PRONG OF ANDERSON CREEK BOUNDS ( r O1 (,AND. s°,` "`'.; U 1
THE SOUTHERN PORTION OF THE SITE. THERE I5 A 9.46 GRASS SWALES, - "" rr r TRASH RECEPTACLE (1) OVERTOP OF RCP.
_._
DIVERSION OFF SITE STORMWATER IS NOT APPLICABLE TO `"
ACRE CONSERVATION EASEMENT THAT OCCURS ALONG '� � .- � � -� ' �. �.. � .._ 1 �. � GRAVEL�rARKiNGWITH
THIS PROJECT. / - ,z �r`
THIS STREAM. THERE IS AN UNAMED STREAM THAT ! i` �.� TWENTY -
ti r ! �� �.. 12' X 20' BATN Vic: 2$ V
DRAINS OVERFLOW FROM THE TWO PONDS THAT LEADS TO I BIILDII�G' ' I(VHEELSTOPS{ -WX18'
( -
- __
USING, Y WATER 8 � � \
THE NORTH PRONG OF ANDERSON CREEK WATER COURSE. 7. DOWNSTREAM ANALYSIS NOT RFOUIRFD. ~ ~ ,p r• 1 SPACES) A
z- , 1tA. • "Zoom vin : _ -'` pF),l
V.f]_L Mull I ncamr,VCu. r1C1-(1VVVV „Vltl V11 VV 1 ,III VV1V 1 I1tl, V Vl ,, IIV VVVV1Yl L1 , VIIIVIYV VII VII_{_IIV,tlV 1 V l I11V Vv1v111 1 avvllVa_I_,.Il ritl I" , Y11I1VV..1. 111111, VVIIQI.lI\/IYY.1 \. VIVI \JV190 VV., IItlV.,IV1- 11VIIIVIIIV.V.111 VVI'IQ1( \VIMI I I IL W1.I!1Y11 v, ••„v vvvvv, r. ,
1020600RA \CADD \constru(tion drawing 01292011dwg -January 29, 2013 -Joel Moulin
NC LICENSE NO. FIX 74
xW Ur° a,
4.
v 4 1 ;
,0e'1r1gr rMr r pxxxxxxxx
PROFESSIONAL SEAL
a
FULL SCALE: 1 `= 100
0 100 2
FULLSCALEE
HALF SCALE I\
PROJ. DATE: FEBRUARY 2013
O.C.: Qc
O.C. DATE: QC DATE
- ---------------
DRAWING NUMBER:
PROJ. NO.:
20110206.00. RA
r»
®N
0 N
m
L_
ar
z
Z
0
0
C
0
t-
a
U
U
cr
m
cr
t j
I
°
Ir z
<
0
w
0
a
� cc
'
°
0
FD
ran 0
z
0
K
� z
it
¢Z
PROJ. DATE: FEBRUARY 2013
O.C.: Qc
O.C. DATE: QC DATE
- ---------------
DRAWING NUMBER:
PROJ. NO.:
20110206.00. RA
m
L_
C
0
m
cr
Z
J
V
Q
<
0
W
z
0
�
� z
0001
0-
N c m
y
Z�
Z
W
°_,
Ozz
CO
�0
Z�;
0
U9)
U
Y
a
z
6
z
<
�,
z 0 00
0 m G
W
g
2 c$ o
2: CIO
Z
F
F
v; od
U
Z
N6CD Or
wwiuW
0
�n
Z oom
0-
O �aM
PROJ. DATE: FEBRUARY 2013
O.C.: Qc
O.C. DATE: QC DATE
- ---------------
DRAWING NUMBER:
PROJ. NO.:
20110206.00. RA