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~ 301 South McDowell Street, suite 5~2 UNION COUNTY, NORTH CAROLINA
~ Charlotte, NC 28204
~ Tel: [phone]
X EAST SIDE SEWER SYSTEM IMPROVEMENTS
consulting 9 engineering • construction e operations DATE 6\1410 C-$

A B C D E F G H
HAND PLACED CLASS I RIP RAP N STONE PER NCDOT STANDARDS N
e- SPECIFICATIONS FOR ROADS AND
~ , STRUCTURES LATEST EDITION ; a; a
SOIL PROTECTION -
FABRIC TYPES 2
/ NCDOT CLASS TRIP-RAP 1 L a Type 4 Coir ~p~ 1 Y4
b Type 7 Coir
~ J1 c Pyramat
18 ~ 2 MIN d C-350
MIN. _ ~
INSTALL WOVEN COIR FIBER MAT
FILTER FABRIC RIP RAP DITCH UNDER RIP-RAP OVER SEED PER SEEDING SCHEDULE ~ 1
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GEOTEXTILE MIRAFI 14C ~ GEOTEXTILE FABRIC ~ MIRAFI 140N OR ' ~p
NOT TO SCALE VARIES EQUAL. OVI f EQUAL. OVERLAP Q' p
- JOINTS 24' SLOPES JOINTS 24', PIN ON ~ ESTABLISHED PLANT SHOWN s~oPES p~ FOR INFORMATION ONLY
2, o~
COMPACTED EARTH FILL M N. _ No (B> 1~ INSTALL SPLIT 2" X 4" X 30"
vER~' 0 F~Ow DEAD STOUT STAKES PER SPECIFICATIONS
. z N- OR STAPLE PER MANUFACTURERS REQUIREMENTS
. • • ~ CHANNEL INV. EL. LENGTH WIDTH SIDE SLOPE DEPTH RIPRAP RIPRAP RIPRAP
N0. ft (L) (B) (Z) (d) SIZE THICKNESS 6 TYP ft ft ft (D50) (t) THICKNESS
in in (t) ~ o 0 m
1 - I POB 525 POE 518 25.00 4.2 3 0.4 6.0 13.5 t3.5 ~ PLANTING TO TOP
TEMPORARY DIVERSION DITCH
TEMPORARY RIP RAP DIVERSION CHA L OF RIP RAP (TYP.) ~
IL T 30" LIVE CUTTING lii~~'~
(DORMANT)
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NOT TO SCALE C-5 ~ ~ E~XISTING~
A 1.5' MIN GROUND ~~'o, _
~ PIPE INVERT, NOTE:
9" MIN o 36" PIPE MAX TrA IF USING WOVEN COIR
F FIBER MAT, INSTALL
TABLE 1 -HORIZONTAL BENDS LONG STRAW MULCH
N ~ ~ l ~ I ~ { LENGTH OF RESTRAINED JOINT PIPE BENEATH MAT. FITTING (FEET) (`R')
CLASS B RIP RAP ~ FILTER FABRIC ~ ~
1 LIVE STAKE (I RT) 2
~ ~ 12" PIPE 16" PIPE
. RIP RAP HEADWALL ~ FLOW 11.25° 6 7 TAI L
CLASS 1 OR B ~ ~'FIL EROSION CONTROL / 22.5° 11 13 NOT TO SCALE -
I ~ CDOT #5 OR 57 STONE ~ 45° 22 27
WASHED STONE 90° 51 65
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FILTER FABRIC = ~ NQ FITTING LENGTH OF RESTRAINED JOINT PIPE (FEET) (`R')
RIP RAP HEADWALL 16" PIPE
1' MIN HEIGHT FROM SECTION A-A SEDIMENT STORAGE ZONE ROAD SHOULDER UPPER BEND LOWER BEND
1' 3' NATURAL GROUND 11.25° 14 5
~ F~ CHECK DAM o 22.5° 28 10
FLOW - N 45° 57 21
TAIL FLOOD STORAGE ZONE PIPE INVERT
TABLE 3 -VALVES /
T TO SCALE - CLASS B RIP RAP NO C 5 NCDOT #5 OR 57 WASHED STONE LENGTH OF RESTRAINED JOINT PIPE 2~
MAX. SEDIMENT DEPTH FITTING (FEET) (`R') /
8' MAX STEEL POST ROCK PIPE INLET PROTECTION 12" PIPE 16" PIPE RpP~ ~
STEEL
POST WOVEN WIRE J TAI GATE VALVE 143 184 p,J~~'`G
MIN 12-1/ GA. FABRIC
INTERMEDIATE WIRES NOT TO SCALE - TABLE 4 - WYES 8c TEES /
I~[ j ~ , f ~ 1 ~l l j. " ' " WARNING SIGN (IN LENGTH OF RESTRAINED JOINT PIPE 3 RUN BRANCH 6 THICK
_I _I_ G TREE PROTECTION ~ , - , 1 ~ ~ LIVE STAKING OF SILKY DOGWOOD ON BRANCH (FEET) 2-3" COARSE
~ , ~ ~ APPLICATIONS ONLY - ; ~ 1 ~ 1 , i 1 ; , r-1 0 , ) CORNUS AR90MURA . ~ , v - ~ II; 's ' I{r' 12" 12" 72 AGGREGATE
SILT FENCE FABRIC SILKY WILLOW 14" 14" 85 FILTER FABRIC
° ---I-' +---i.---. I ,-1~-1 ' SILT FENCE I ' r+ ~ I ° ~ i ~ INSTALLED TO SECOND (SALIX SERICEA),
1 ~ ; ~ I FABRIC OR ELDERBERRY N , , ~ ; ; 1, , WIRE FROM TOP FILL 16" 12" 74 UNDER ROAD
-'rt~~ --~-----i---"'rrl-~-' IC OR (SAMBUCUS CAA~ANDENSIS) ~ , f ~ , ! ~ 1 I , PLAST SLOPE TOP OF BANK 16" 14" 103 APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND TIMELY
. I I , ~ ~ , ; I ~I~ I , PLASTIC OR WIRE TIES 18 O.C.E.W. (TYP) , I ~ ; I WIRE TIES 4 -0 MAINTENANCE MUST BE PROVIDED.
`.7 Ali ~ i i I I 1 ~ Ili: RESTRAINED NOTES:
Q , ' i ~ 1 1 , , ~ ' GRADE o JOINT (TYP) 1. 2-3" COARSE AGGREGATE SHALL BE USED.
, i\ i\ i\ 8 MIN ,
„ 2 DITCH 4 FROM TOP OF ~ 0 T i EXTEND WIRE 8 MIN COVER OVER ~0 2 -0 OF 2. PROVIDE TURNING RADII SUFFICIENT TO ACCOMMODATE
o i STEEL P S SKIRT 1 STREAM BANK TO DIVERT o I INTO TRENCH AND ~ GPC~ WATER AWAY FROM 'ERT LARGER TRUCKS.
o N ANCHOR SKIRT AS p` RESTORED AREA, 3. ENTRANCE('S) SHOULD BE LOCATED TO PROVIDE FOR
N DIRECTED BY ENGINEER BACKFILL TRENCH AND ~ ~ ~ ~ ~ » COMPACT THOROUGHLY ~P SEE NOTE 3. 1 MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS. Fti~~y~,
~ 4 P ~ WOVEN COIR FIBER MAT
MIN ~ ~ (SEEDED PER SPECIFICATIONS) r ~c, 4. ENTRANCE('S) MUST BE MAINTAINED IN A CONDITION WHICH
ELEVATION ~ E SECTION WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO
i= SEDIMENT FENCE NOTES: STREETS.
° S SHALL BE POSITIONED AS INDICATED ON THE DRAWINGS AND AS NECESSARY TO PREVENT OFF SITE NORMAL 1. SEDIMENT FENCE BEND OR VALVE 5. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY,
~ EDIMENT PRODUCED BY CONSTRUCTION ACTIVITIES AS DIRECTED BY THE ENGINEER. ~ WATER cn MOVEMENT OF S ~ NOTES: KEEP SOME ON HAND. ANY MATERIAL WHICH STILL MAKES IT
° DIG TRENCH APPROXIMATELY 4_IN WIDE AND 8_IN DEEP ALONG PROPOSED FENCE LINES AND UPSLOPE FROM THE LEVEL a 2 GEOTEXTILE FABRIC 1. LENGTH OF RESTRAINED PIPE INDICATED IN ABOVE SCHEDULE SHALL BE MIN ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
BARRIER. LENGTH OF PIPE WITH RESTRAINED JOINTS ON EACH SIDE OF BENDS, FITTINGS
~ STAKES 8-FT ON CENTER MAXIMUM AT BACK EDGE OF TRENCHES. STAKES SHALL BE DRIVEN 2-FT (MINIMUM) MIRAFI 700X OR EQUAL. 3. DRIVE ( ) AND vALVES. O STRUCTIO ENTRANCE ROAD
INTO GROUND. - ,
ABRIC ON POSTS CARRYING TO BOTTOM OF TRENCH WITH 12_IN OF FABRIC LAID ACROSS BOTTOM AND SIDE N 4. HANG FILTER F OF TRENCH.. STRETCH FABRIC FAIRLY TAUT ALONG FENCE LENGTH AND MAINTAIN SECURE BOTH WAYS. _ _ HAND-PLACED CLASS I RIP RAP STONE 2. RESTRAINED JOINTS SHALL BE PROVIDED FOR ALL BENDS IN EXCESS OF 7.5°, TEES AND WYES. TAIL I 4
5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. a 24" MIN THICKNESS
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON NOT TO SCALE - 3. ALL FORCE MAIN JOINTS WITHIN CASINGS SHALL BE RESTRAINED.
POST. NOTES: THE UPSLOPE SIDE OF THE FENCE
6. BACKFILL TRENCH WITH EXCAVATED MATERIAL AND TAMP THOROUGHLY. 3 2'-0" BELOW 1. GRADE STREAM BANK TO 2H:1V MAX SAX 4. ABOVE TABLES ARE BASED ON 3' OF COVER AND A TEST PRESSURE OF 150 PSI.
SLOPE. BLEND GRADE INTO EXISTING 7. INSTALL PRE-FABRICATED SILT FENCE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ~ GROUND SURFACE. CREEK BED IG t~tt161A~~~Q 5. ALL FITTINGS ON FORCE MAIN SHALL BE RESTRAINED DUCTILE IRON MECHANICAL ~~~~~qi,
° 8. THE HEIGHT OF THE SEDIMENT FENCE SHALL NOT EXCEED 24 INCHES ABOVE THE SLOPE AT LIMITS OF WORK. JOINTS THAT ARE RESTRAINED WITH EBAA IRON SALES, INC. MEGALUG GLANDS ~~Q~~: ° ` ` ` `
THE FABRIC SHALL BE CONSTRUCTED FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. 9 o WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM ORIGINAL 2. INSTALL MATERIALS AS SHOWN. AS SPECIFIED IN SECTION 02623. A~" ° ~ ~m E
° POST. CREEK BED OVERLAP TO THE NEXT v. ~ 4
~ M DIMENT FENCE SHALL NOT BE ATTACHED TO TREES. TEMPORARY SILT FENCE 3. INSTALL RIP RAP DITCH IF SLOPE ~ N 10. SE I RAP AND T DANK RESTORATI N RESTRAINED JOINT SCHEDULE FOR PVC PRESSURE PIPE ~ ~ao~~ ~ n l
~ 11. END OF SILT FENCE SHALL BE TURNED UPHILL. EXCEEDS 2%. DITCH TO DRAIN TO STREAM TREAM
~ N A MINIMUM OF 50' FROM RESTORED AREA. TAI ~ ~N I AREA. IL ~®00~1~~®®
..o ~ j NOT TO SCALE VARIES 4. PREPARE, SEED AND MULCH ALL ~11P~~®~~
o ~ NOT TO SCALE VARIES DISTURBED AREAS, o NOT TO SCALE -
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r, E DESIGNED BY: Z. HU x UNION COUNTY PUBLIC PUBLIC WORKS PROJECT NO. 28600-75837
DRAWN BY. D. AUST W N Camp Dresser & McKee UNION COUNTY, NORTH CA FILE NAME: CD01 STDT NORTH CAROLINA EROSION SEDIMENTATION CONTROL SHEET NO.
SHEET CHK'D BY: C. KOLKHORST 301 South McDowell Street, Suite 512
N L. KENNEDY Charlotte, North Carolina 28204 CROSS CHK D BY: Tel: [phone] EAST SIDE SEWER' SYSTEM If
E APPROVED BY: G. VALDES North Carolina State License Number F-0412 STEM IMPROVEMENTS IL -1
€ c REV.
N0. DATE DRWN CHKD REMARKS DATE: APRIL 2010 consulting • engineering • construction - operations 3 X 11-
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