SW6220501_Plansheet C-6.1 - Misc. Detail_20220621

GRASSED OR RIP RAP LINED SWALE -T site
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE 4,00'[1.22M]
ENTIRE LENGTH OF THE SWALE. 8.00'[2.44M] I• TRENCH WIDTH I- TRENCH GROUND STABILIZATION CHART Solutions
SEE PLAN FOR WIDTH 2.00' [0.61M] J I I I I WIDTH
_ civil engineering I land surveying
• -IIII IIII� GRAD_ SITE AREA STABILIZATION STABILIZATION TIME 409Chicago Drive, Suite 112,Fayetteville,NC28306
4.00' [1.22M] I I= I-� I -III-III=� ; =I = 111- DESCRIPTION TIME FRAME FRAME EXCEPTIONS office 910-426-6777 fax [phone] license number I C-2354
EXISTING • • -I I' w I I= -III- I = I III= www.4Dsitesotutions.com
GROUND III- z
GRASS OR RIP RAP LINING = I -I I -I I
0.7 STAPLES PERSQ. YD. J -IIz PERIMETER DIKES,
r Ir III-L. SWALES, DITCHES 7 DAYS NONE
SEE PLAN 0.8 STAPLES PER SQ. M) I I -III -III-' w w
=1 1I-
® © -III I- _III=1� AND SLOPES
1 SEE PLAN DEPTH FOR �.46M] �1 III I I I II I II I I_HIGH
T 2.00'[0.61M] I WATER QUALITY
7 DAYS NONE
_ ( ) \\IIIIIII//� 3.00' [o.91M] • • O - I O -III III ZONES ��
SEE PLAN 1 4.00' [1.22M] • • � - _
( I SEE PLAN • �i 2.0o'[o.siM] - it I 6" III -I II= `'�N•C'ARD
�{ 2.00' [0.61M] • J I __ -III II - _
-I �G I -I I I= CONSTRUCTION SPECIFICATIONS: 0 0 40 0 41 1 I=I IF SLOPES ARE 10' OR J�ZOe••�FESS /0 ••�'j'y�ii
II �TILITY \' II
-III-III- • • 12" -III SLOPES STEEPER LESS IN LENGTH AND ARE
-III- • ° LINE \ 1 6" 7 DAYS 4
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHERa.00'[1.2zM] • a' II I' THAN 3:1 NOT STEEPER THAN 2:1, � SEA
COMPACTED OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. (DIAMETER 1
2' • • • • -I -III VARIES) 14 DAYS ARE ALLOWED 02
SUBGRADE 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES I I-_ i I -I a \'•, /
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT • 41 • ANTI -SEEP --
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW 1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD. III- I I COLLAR -III-- II 7-DAYS FOR SLOPES
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD 5 STAPLES PER SQ. M) 2.0 STAPLES PERSQ. M) -I I , -I II I I-_ SLOPES 3:1 OR G NE
BUILDUP. _ w - 14 DAYS GREATER THAN
LENGTH
FEET // SC •••••••••�`��
I- I = I -II[-_ FLATTER � �
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL -III I ° I I -III /� OTT
SO THAT SURFACE WATER MAY ENTER THE CHANNEL I I I -I ° ° III -I '1141III IIII\````
FREELY. 0 ® I -_III I II n ° _ a II -III NONE
EEi
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY. III= F " I -III -III= ALL OTHER AREAS (EXCEPT FOR U b . U "�.. ��
1so'[o.asM]W-1
0'[o.46M] jI- = WITH SLOPES FLATTER 14 DAYS PERIMETERS AND
/F
3.00'[o.91M] • • • 3.00'[0.91M] -III ANTI -SEEP COLLAR. -III.- THAN 4:1
•� • CLASS B CONCRETE. HQW ZONES)
2.00' [0.61 M] 4.00' [1.22M] 0' [0.30M]MAINTENANCE & CONSTRUCTION: 0'[0.61MI SECTION A-AREVISIONS
0' [0.30M] PLAN VIEW
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.NTS NTS NTS NTS
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. 3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SO. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
1 TYPICAL SWALE CROSS SECTION 2 STAPLE PATTERN FOR 8' ROLLS 3 ANTI -SEEP COLLAR 4 GROUND STABILIZATION CHART
PVC VENT PIPE --\INLET
GRASS MEDIAN OR T z •ROLL CURB / JOINT SEALER 1/8"
CONCRETE ISLAND FULL VERTICAL STD. 840.038 FRAME, 1• 1 8" RADIUS -----� \ \
GRATE AND HOOD11
EXPANSION B C VARIES A m ?� �M
JOINT FLOW LINE EXPANSION JOINT a T'2 �• ® 1/8" TO 1/4"
r SECTION - AA 1 ����� 4"
® N.T.S. ���0� O� 4"
fflllllw
B C A FLEXIBLE HOSE
N10'-0" 3'-1 1/2" 10'-0" lux, TRANSITION AT 5' 7 " 1/2„ JOINT FILLER GROOVE JOINT IN SIDEWALK
PLAN MEW 7 1 /4" TRANSVERSE EXPANSION
10'-0" S-1 1/2" 10'-0" `N
I I **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC. 04- JOINT IN SIDEWALK
r SECTION
SC 40 PVC �
N.T.S. PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
DEPRESSED GUTTER LINE EXPANSION JOINT MAINTENANCE 3000 PSI ^ 5'
N (FLOW LINE) ELEVATION31.
EXPANSION JOINT INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE CONCRETE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SEE STANDARD N0. 840.01 s VERTICAL CURB PROJECT NAME
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
p OR GRASS MEDIAN 'R 21 BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. _ -III-III - III _
CON 1RD 01 CATCH gpSW REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. i I I I -I I I � II I I I � I I I -I I I � ,� I I I � I I I I. + 4
pARp e40 -I I I I I III -I
/ r 30• -� IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND 2'-6" I- SOUTHVIEW
SECTION - CC DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
\ N.T.S. THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
"° PARK
10 TPPER WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. 1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
CURB AND GUTTER TO BE POURED
IN 10' SECTIONS WITH EXPANSION SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
10, ZAPER Bp$1N (PER FACH) CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK JOINTS EVERY 50' FILLER AT MAX. 30' O.C. SUBDIVISION
NTS
�RpN FOR Cp3CH NTS EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS. (90' IF MACHINE PLACED)
CONCR�E 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
NTS IN 28 DAYS. NTS
5 CURB TRANSITION AT STORM BOX 6 FAIRCLOTH SKIMMER 7 30„ STANDARD ROLL CURB 8 SIDEWALK WITH CURB (ZERO LOT LINE)
NATURAL GROUND [77kiiD OF ROAD MARKERS N
MAX. SLOPE (TYP) I=
W
TYPICAL APPLICATION AT END OF ROADWAY (DEAD END)
C/L REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED LL a
PAVEMENT CUT D50=8' D AX=1LASS B IN. 2.5 2.5 EROSION
25' 25' NATURAL GROUND �1 3 MARKERS MINIMUM Z
FINISH GRADE SF9.5B 1�j \ s a0 ~ ~ CONTROL & SITE
2m 2m
S9.5B
3„ =III = = � DETAILS
FILTER FABRIC co
COMPACTED SOIL Q
Q C
625
CV
4" .00 Z U_
ao QQL 0
I' 1Z-1 r
WATER BAR KEY NOTES: U)
COMPACTED 1. CLEAR THE AREA UNDER THE WATER BAR AND STRIP THE ROOTS/OTHER ORGANICS.
N v Z CLIENT
8" COMPACTED 2. COMPACT THE IN SITU SOILS BELOW THE WATER BAR PRIOR TO PLACEMENT OF THE STONE. ~ WC
ABC SUBGRADE 3. PLACE FILTER FABRIC AT THE BASE OF THE STONE FOR THE LENGTH OF THE WATER BAR. G
6 ~ W FAITHWILL HOMES
COMPACTED LU
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE MAINTENANCE: 2.1m U-CHANNEL POSTS (1.67 kg/m) PAVEMENT J
AT LOCATIONS WITHOUT
CURB AND GUTTER **TAPERED MILLING REQUIRED EACH SIDE OF CENTERLINE OF PAVEMENT CUT, 25' ® O"-1.5" INSPECT THE WATER BAR ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. RESET ANY STONE DISLODGED BY
THE WATER FLOW.
NTS NTS NTS LEGEND
I- TYPE 3 OBJECT MARKER
0 Legion Road
9 PAVEMENT SECTION 10 FULL DEPTH PAVEMENT PATCH 11 RIP RAP WATER BAR » DIRECTION OF SHEET i of 1 TRAFFIC FLOW 1264.02 H°opeMills, North Carolina 28348
Phone: [phone]
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
DRIVE POSTS 24" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND 2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN. PROJECT INFORMATION
MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OF THE FENCE 8" INTO THE BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT 4" IN
POSTS. THE TRENCH. SUPPORT WIRE OR 3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ROPE ACCROSS THE BASIN OR TRAP.
STEEL POST
Q STEEL POSTS 4. POSTS FOR THE BAFFLES SHALL BE 4' OC. EARTH BERM �� DESIGNED BY: SEAN
N MAINTENANCE
28.5' BC -BC 1 INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
DRAWN BY: BRETT
66 NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
o ` RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. BOTTOM ANCHORED NTH STAPLES
CHECKED BY: SCOTT
O 2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
of REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE PROJECT NUMBER: 1722
W10.75' 14.25' 14.25' 10.75' BAFFLES WHEN THE SEDIMENT IS REMOVED.
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE 5
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
NCDENR REPRESENTATIVE. THE ACTION WILL BE
U 2.5 APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS DRAWING SCALE
3 11.75' 11.75' 2.5' See P�°ns STEP1
a STABLE. INLET ZONE
o� 1 STEP2 25% OF SURFACE AREA
Z �•5/0 2% 2" S9.5B 1•5% 4. PLACEM ENT OF BAFFLES:
W See P�°�S �� 2% A PROVED BY THE ENGINE RRTO THE STAY WIRE B RMLY TO ANCHOR THE BO TOMPOF THE SILOIL FIRST CELL - 25 % OF LENGTH FROM N EINLET ZONE- 35% OF LENGTH FROM T ZONE cn C FRST CHAMBER NOT TO SCALE
❑ 7 AND POSTS, EXTEND THE BOTTOM OF THE FABRIC FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. SECOND CELL - 25% OF LENGTH FROM FIRST CELL 25% OF SURFACE AREA
c� Q �� r` A Q C` 8" INTO THE TRENCH AND TURNED OUT 4" IN THE THE TOP OF THE FABRIC SHALL BE 6" HIGHER OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL
N CJ CAB TRENCH OR USE 8" EROSION CONTROL MATTING THAN THE WEIR. SECOND CHAMBER
r
STAPLES. 25% OF SURFACE AREA
POSTS MAX 4' O.C.
NOTES OUTLET ZONE
❑ W LJ TOP STAY WIRE OR ROPE 25% OF SURFACE AREA
I- 1. SECTION SHOWN TO DEPICT TYPICAL CUT &FILL CONDITIONS A DATE RELEASED
JUTE NETTING OR EQUIVILENT
� c> ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT, x FBOTTOM OF FABRIC BURIED 8"a
FILL OR BOTH IN EXCAVATED TRENCH & J U N E 7, 2022
p = TURNED OUT N THE PERSPECTIVE VIEW
2. A 4' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET. TRENCH, OR PINNED WITH s°
w EROSION CONTROL MATTING
SEE PLANS FOR LOCATION OF SIDEWALK. STAPLES.
n _FLOW
Y
IL
N
3
STEEL POST DRIVEN SHEET NUMBER
q�2124"
INTO GROUND
A
N STEP 3 STEP 4 SECTION A -A
NTS NTS
E-6ol
12 ROADWAY TYPICAL SECTION Ll POROUS BAFFLES