Ponderosa Conv Ctr_final site plan (2)HARDWARE CLOTH STEEL POST ti
WOVEN WARE FENCE (MIN. 14 GAGE (a (M) FENCE POST A /—f5 WASHED STONE
WITH 6 MAX MESH SPACING) TO i INTYPE)
SUPPORT FILTER FABRICs�'
GRADE LINE j
GRADE UNE FILTER FABRIC ATTACHED TO WIRE
A /—FENCE WITH PLASTIC OR WARE TIES
�}} C [n4 S 4 CEY }tA }ci 1t?'lir.
FFL
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HARNETT COUNTY
LILLINGTON
NORTH CAROLINA
PREPARED BY:
t WIL IAU 2—Y— NC LIC. NO. C-0828 IENOINEERING)
-NwA z SMITH
lI II I lnn) I u .t �I II IJ `II IJ J5 WASHED STONE III N
1 II C A 1 II f 8' MIN.A- ", • MIN. `V I II I I II I I Ik
Tj ,� �, ,� TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIT
�— COMPACTED SOIL B• (MIN.) 3 MAX DETAIL GARDNER
8 MAX EMBEDMENT OF FILTER FABRIC DETAIL
NOT ro SCALE EC2 ENG 1 N E E RS
ELEVATION SECTION A—A ELEVATION SECTION A—A
14 N. Boylan Avenue, Raleigh NC 27603 919.828.0577
NOTE: NOTE
1. NOTE:
SHALL BE REMOVED WHEN IT 1. PLACE STONE FILTER FENCE AT LOW POINTS ALONG
REACHES HALF THE HEIGHT OF THE FENCE SILT FENCE AND WHERE DIRECTED BY THE ENGINEER.
SEAL ea C; �sry
SILT FENCE STONE FILTER FENCE
DETAIL- t DETAIL 2 - sEAL s
NOT TO SCALE ECZ NOT TO SCALE EC2 5'-0= i_ ci 021666
6. 4>_0 6• s,/moi ��GIN���
SEE NOTES 1 AND 3 r -1r , _ SEAL
L-JL-) JL
0 0�
N
/—EROSION CONTROL. BLANKET
- (ECB) (SEE NOTE 2) - _ - : : REV. DATE DESCRIPTION
r —
r� r-1 _
LJ LJ so
2 :
3 1 2.0' MIN. PLAN (SEE NOTE 5)
1 STRUCITR2AL
FILL )�
i DRAINAGE CHANNEL 24=0 CAST IRON
NOTES FRAME & COVER
' 1. SWALE SLOPES AT MINIMUM 1% FALL
2. ANCHOR ECB FOLLOWING THE MANEIFACTURER'S PRECAST CONCRETE TOP
ORIGINAL GRADE RECOMMENDATIONS
3 OR
3 OR _H
FLATTER FLATTER
[L=(C)
DIVERSION CHANNEL
DETAIL 3
NOT TO SCALE ECZ PRECAST CONCRETE BOX
(SEE NOTE 2) ' .
: OUTLET PIPE
1 .. - ';: - Electronic files are instruments of service provided by Smith
)
Gardner, Inc. for the convenience of the intended recipienllsl. and
- - - - no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
(� �� -.
written authorization of Smith Gardner, Inc., will be at the sole -
�':' - - risk of the recipient. If there is a discrepancy between the -
: - - - - - - electronic files and the signed and sealed hard copies, the hard
copies shalt gmem- Use of any electronic files generated or
- - - - - provided by Smith Gardner, Inc.. constitutes an acceptance of
these terms and conditions_
.• jI
3O EL=(C)
(EYP.) - - EL- B - ... .. '. .. - 1- PROJECT TITLE:
24' (TYP.)
4.-� " PONDEROSA ROAD
3' SHOULDER (TYP.)
NC DoT AGGREGATE I CONVENIENCE CENTER AND PARK
BASE COURSE (ABC) 16• CONCRM FILL (SLOPE TOWARD INVERT OUT) PHASE 1
CROWN AT 8' MIN. —'j COMPACTED CRUSHED STONE BEDDULG EROSION AND SEDIMENTATION
p
1/4 PER FOOT /
J, a a,YaSECION A—A 1VlCC
- -
CONTROL DRAWINGS
t. PROVIDE wATETGHr JOINTS ON ALL PlPlwcVARIES
VARIES
1 2. PRECAST CONCRETE BOXES SHALL CONFORM To THE
DROPINLE T
1 � FOLLOWING REQUIREMENTS.
A. CONCRETE COMPRESSIVE STRENGTH 4000 PSI.
�� DETAIL B B. REINFORCING: ASTM A -615r GRADE 60. DRAWING TITLE:
1 MIN. //\ \ NOT TO SCALE ECZ 3.C, MEETS
E Y BE ORIENTED DIFFERENTLY WITH (SPECT TO THE
H-20 LOADING.
TYPE GT -S GEOTEXTILE PREPARED SUBGRADE (NOTE 1) \
THE CHANNEL THAN DISPLAYED HEIS SEE BRAYING ECI FOR
PROPER ORIENTATION. EROSION AND SEDIMENTATION
4. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FROM
SEDIMENTATION FOR ALL DROP INLEIS USING STONE FILTER CONTROL DETAILS
FENCE OR OTHER METHOD AS APPROVED BY THE ENGINEER.
NATURAL SOIL OR STRUCTURAL FILL 5. PROVIDE STEPS FOR DROP INLETS WITH H>4.5. STEPS SHALL (SHEET 1 OF 2)
HAVE A 16' SPACING THE FULL HEIGHT OF THE DROP INLET.
START FIRST STEP 6' BELOW TOP.
NOTE
1. IN FILL AREAS, PREPARED SUBGRADE IS EQUIVALENT TO
TYPICAL ROADWAY CROSS SECTION STRUCTURAL FILL. FOR CUT AREAS REMOVE AND REPLACE
DETAIL 4 WITH STRUCTURAL FILL (SEE PROJECT SPECIFICATIONS)
DROP INLET SCHEDULE
DROP IBET
(FEET)
(FEET)
(FO
(I"
DI -11
325.3
325.8
327.8
2.5
DESIGNED: PROJECT NO:
P.K.S. HARNETT-PN 15-1
DRAWN: SCALE:
C.T.J. AS SHOWN
NOT TO SCALE ECZ APPRovEo, INS DATE: JAN- 2016
_ FILENAME:
HARNETT-DO097
- - SHEET NUMBER: DRAWING NllMBER:
4 EC2