20100035 Ver 2_Site Plans from FTP Site_20121128

Strickland, Bev
From: dhyatt @mckimcreed.com
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Message: DWQ# 10 -0035 Ver 2 RTP Pedestrian Trail Ph 18
Ms. Strickland,
Please find for download tiff images and pdfs of the signed plans. Please contact me with any questions.
Thank you,
Dale Hyatt, PE
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Click to Retrieve Files)
RTP Phase 18 of images.zip
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1

1 4
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0
INDEX OF SHEETS
PHASE XV111 LIMITS L-00 OVERALL KEY PLAN AND GENERAL NOTES
L -01 TRAIL LAYOUT
L-02 TRAIL LAYOUT
L -03 TRAIL LAYOUT
L-04 TRAIL LAYOUT
L-05 TRAIL LAYOUT
-06 TRAIL LAYOUT
L
L-07 TRAIL LAYOUT
-08 TRAIL LAYOUT
L
L-09 TRAIL LAYOUT
-01 TRAIL DETAILS
LD
-01 GRADING AND EROSION AND SEDIMENT CONTROL
E
E-02 GRADING AND EROSION AND SEDIMENT CONTROL
-03 GRADING AND EROSION AND SEDIMENT CONTROL
E
-04 GRADING AND EROSION AND SEDIMENT CONTROL
E
E-05 GRADING AND EROSION AND SEDIMENT CONTROL
op lvn,,,�
E-06 GRADING AND EROSION AND SEDIEMENT CONTROL
E-07 GRADING AND EROSION AND SEDIMENT CONTROL
PROJECT LOCATION E-08 GRADING AND EROSION AND SEDIMENT CONTROL
E-09 GRADING AND EROSION AND SEDIMENT CONTROL
ED-01 GRADING AND EROSION AND SEDIMENT CONTROL DETAILS
EN-01 GRADING AND EROSION AND SEDIMENT CONTROL NOTES
PROJECT CONTACTS-
alts
mommommommommm
WEB www.greenways.com - Brittain Storck, - Dale Hyatt, PE
Contact- Liz Rooks Contact. ASLA Contact.

CONSTRUCTION OPERATIONS:
1. OBTAIN ALL REQUIRED PERMITS FROM LOCAL, STATE, AND FEDERAL OFFICIALS.
CONTRACTOR TO VERIFY THAT ALL ENCROACHMENT AGREEMENTS AND RIGHT -OF PUBLIC
ACCESS EASEMENTS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL HAVE ON -SITE AT ALL TIMES PLAN APPROVAL
PROVIDED BY WAKE COUNTY.
1 11 ill I'll V
46
•; :: i ! "'• �t� 1!� �i � i •�!+ � i ■ ! i ii t ! + !! �. �: + ! j. iw
7. COMPLETE GRADING + • !', POINT INSPECTION: CONTACT LANDSCAPE j . It VERIFY LONGITUDINAL t CROSS SLOPES, DEPTH OF
FINISHED GRADE AND FABRIC PLACEMENT PRIOR TO NEXT OPERATION. m
j LAY GEOTEXTILE FABRIC AND COMPLETE AND TRAIL SURFACE . OPERATIONS. t. LANDSCAPE t REVIEW FINAL GRADE :::
TRAIL SURFACE AND TO CERTIFY THAT TRAIL SURFACE CONSTRUCTED IN ACCORDANCE P i •: "DRESS 1 UT" TRAIL EDGES TO j UNIFORM GRADE,
OF • • DEBRIS, ONLY. `i ANY DAMAGE # TRAIL SURFACE CAUSED BY CONSTRUCTION MACHINERY
SPECIFICATIONS).
INSTALL ALL PERMANENT :. •.. CONTROL DEVICES AS SPECIFIED DRAWINGS i !.. SPECIFICATIONS, AND CONTROL ! ::: PERMANENT
EROSION CONTROL ! ! RIP-RAP APRONS AND . O . *, MATTING. PERMANENTLY i ,.. OF TRAIL AS AS .
AREAS DISTURBED i TRAIL CONSTRUCT,.
F-11 ... ej zva 10 0 1111111111 i. i 111M Zj. iS > =11 kin 2 1 am og I ! Will V ■ UN Q 12 + I •
GRASS 12. CONTACT LANDSCAPE ARCHITECT FOR INSPECTION OF PERMANENT SEEDING OPERATIONS. SHOULD HEAVY RAINS WASH SOIL OR WHEAT STRAW ONTO TRAIL BEFORE
HAS i
7-ROSION AT - J IL EDGES BEFORE GRASS l THESE AREAS - AND COVERED WITH EROSION r - r
.v1ATTING PER SPECIFICATIONS.
CLEAN DEBRIS, t AND UNUSED MATERIALS FROM ALL 111 • OPERATIONS. AND CLEAN ALL DEBRIS AND MUD FROM TRAIL AND ROADWAY
SURFACES AND LEAVE PROJECT AREA IN t NEAT, ORDERLY, AND FINISHED MANNER.

H
TRAVEL LANE
(E) BRIDGE ABUTMENT
EXISTING TRAIL
ral 0 viva I N I
I : I PA74 toot I 10
1 1 101-011 WIDE ASPHALT TRAIL
LD-011)
C u
EDGE OF TRAVEL LANE TO
I
Forb] 10 W.Tar: &9 mor• lm wax.-I
WOW
COLOR: LIGHT GREEN. INSTALL PER
MANF. SPECS.
BENEATH OVERPA88. APPLY TWU WATS AURYLUTEX.
............... COLOR: LIGHT GREEN. INSTALL PER MFR. SPECS.
L116110e"mytyllol --- -- - - ---- m i 0 -
CONTRACTOR TO REMOVE DEBRIS AND SEDIMENT FROM
CONCRETE SHOULDER

,,
i

8 Ita 5850 Fayetteville Rd. Suite 211
4I
gIiIiji; III Fil
w lw 15,
Research Triangle Park
North Carolina
PHASE XVIII PEDESTRIAN TRAILS
1007. Construction Documents
0 30 60 90
SCALE: HORIZONTAL 1 30'
REVISIONS JOB NO.
NO. D,\TE BY SURVEYED
�111111
DR.IAWN
1111111MIN010
100905
1
BY -MS
BY - CAI,
Station
Trail Layout
11119111 101

Ao:"
1 \
) 10'-0" WIDE ASPHALT TRAIL
-ot
MAINTAIN 3:1 SLOPE

8 Ita 5850 Fayetteville Rd. Suite 211
I I
gIiIiji; III Fil
w lw 15,
Research Triangle Park
North Carolina
PHASE XVIII PEDESTRIAN TRAILS
1007. Construction Documents
0 30 60 90
SCALE: HORIZONTAL 1 30'
REVISIONS JOB NO.
NO. D,\TE BY SURVEYED
�111111
DR.IAWN
1111111MIN010
100905
1
BY -MS
BY - CAI,
Station
Trail Layout
1111911l" 1041

__�N
NOTES:
1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR
DIRECTION OF SLOPE.
2. AMOUNT OF CROSS SLOPE VARIES BETWEEN 0°% AND 2 %. SEE
LAYOUT PLANS.
3. CONTRACTOR IS RESPONSIBLE FOR RE- ESTABLISHING ALL
SLOPES DISTURBED BY CONSTRUCTION.
3' CLEAR TO
1 TREES OR SIGNS
2 (2l
SHOULDER tar -nee WIDE TRAIL
SEE PLAN
+1'
2 SHOULDER 3' TO SWALE
IAIUE-ELCHAID
P
DIRECTION OF
TRAFFIC FLOW
NCDOT STD. 1205.07 HI- VISIBILITY LOCATION OF WHEELCHAIR RAMPS.
CROSSWALK
10' -0" WIDE ASPHALT TRAIL NTS 2 3 NCDOT STD. 1205.07 HI- VISIBILITY CROSSWALK NTS
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is
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NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
1
NOTES
3' 4"
1. MINIMUM WIDTH OF HI- VISIBILITY
TOP OF
CROSSWALKS IS 10 FEET.
24" WHITE
2. STRIPING TO BE INSTALLED USING
CROSSWALK LINE
THERMOPLASTIC APPLICATION.
3. CENTER CROSSWALKS TO THEIR
24" WHITE
CORRESPONDING WHEELCHAIR RAMPS,
CROSSWALK LINE
BUT DO NOT SET THEM WITHIN THE
x
INTERSECTION AREA ESTABLISHED BY
-1
BISECTING THE INTERSECTION RADII.
VARIABLE SLOPES NOT
4. PLACE STOP BARS A MINIMUM OF 4
FEET FROM NEAREST CROSSWALK LINE,
12:1 (8.33 %)
BUT NOT WITHIN THE AREA OF A
/
WHEELCHAIR RAMP. PLACE STOP BARS
_
PARALLEL TO CROSSWALK LINES OR
_ ®®
PERPENDICULAR TO TRAVEL LANES.
Z
5. COORDINATE PLACEMENT OF
CROSSWALKS IN ALL CASES WITH THE
NCDOT STD. 1205.07 HI- VISIBILITY LOCATION OF WHEELCHAIR RAMPS.
CROSSWALK
10' -0" WIDE ASPHALT TRAIL NTS 2 3 NCDOT STD. 1205.07 HI- VISIBILITY CROSSWALK NTS
i
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is
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•
■
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2' -0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
1
6' -0"
3' 4"
61-0" "- ,.
TOP OF
ELEVATIONS
�-o
MIN
CU
1
TRANSITION
CURB
TRANSITION
,CURB
BASE DIAMETER
x
-1
- GUTTER
VARIABLE SLOPES NOT
m z =
H A
0.45 'R 700T 0 R
12:1 (8.33 %)
3.
/
S Q D >y m
_
A -A
_ ®®
Z
z H ®r n
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
2
TOP DIAMETER OF NO LESS
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
A >
AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
V
THAN 5094. TO NO MORE
cr) O
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
z m
PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
THAN 65% OF THE BASE
4.
PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
�-'
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE
DIAMETER
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
l
5.
PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SO. YDS.)
m
0.9" TO _ _ 0,65" 1.6" TO
1.4" -- 1 -- 1 MIN. - ' 2.4"
iv
t - v PRECAST CLASS "B"
CONCRETE
DETECTABLE S
WHEELCHAIR RAMP
3 "R,_ 6" A
UTILITY STRIP
(STD. 2' SHOW 2 DETECTABLE 0.02 MIN.
CURB WARNING DAMES 0.08 �MAX.�
N) 0.04 (NORM.)
B = X- (A+9")
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
* BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
** BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
SECTION
w
SIDEWALK (5' STD.)
B
0.01 (MIN.)
0.04 (MAX.) 4"
-0.02 (NORM.) I,
i F,iITC ,FU
SIDEWALK
6' -0"
3' 4"
61-0" "- ,.
TOP OF
ELEVATIONS
�-o
MIN
CU
1
TRANSITION
CURB
TRANSITION
,CURB
0
r
-1
- GUTTER
VARIABLE SLOPES NOT
m z =
H A
TO EXCEED
12:1 (8.33 %)
3.
NORTH CAROLINA GENERAL STATUTE 136 -44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
S Q D >y m
SECTION
A -A
_ ®®
•
r
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•
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SIDEWALK
'ANSION JOINT
:E STD. 846.01)
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN. (D
Z
LU� -- - - -__ EXPANSION JOINT Q
o°r �� ��� - (SEE STD. 848.01)
0
zcv SEE NOTE 1 \ \\
G 6
-PA,9FlTy EXPANSION JOINT cr
A�kC�y
(SEE STD. 846.01)/" Q �
i Q
SIDEWALK Z
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W
THIS PORTION OF RAMP \ uj
MUST FALL WITHIN N' (f)
CROSSWALK LIMITS.
(SEE NOTE 13) _ J
CD
Z
LLI
i
/SEE NOTE 1
SEE NOTES
2, 12 & 17
PLAN VIEW
DUAL RAMPS
ANY RADII SHEET 1 OF 4
(40" MIN. FLOOR WIDTH)
■
5
00, ,
1°,
TYPE W11A -2
TAPCO V -LOC BREAKAWAY
SIGN SUPPORT
INSTALL FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
NOTES:
1. MOUNT SIGN TO POST PER TAPCO
SPECIFICATIONS
2. ALL PEDESTRIAN WARNING SIGNAGE TO BE
FLOURESCENT YELLOW
3. INSTALL SIGNAGE ON THE SHOULDER OF
THE ROADWAY
' NTS
ADVANCE PEDESTRIAN WARNING SIGNAGE
TRAIL ENDS SIGN
TAPCO V -LOC BREAKAWAY
SIGN SUPPORT
INSTALL FOOTING PER
MANUFACTURER'S
SPECIFICATIONS
NOTES:
1. MOUNT SIGN TO POST PER TAPCO
SPECIFICATIONS
2. ALL PEDESTRIAN WARNING SIGNAGE TO BE
FLOURESCENT YELLOW
3. INSTALL SIGNAGE ON THE SHOULDER OF
THE ROADWAY
4
NTS 7 TRAIL ENDS SIGNAGE
NTS
111111111111�111�111
MEDIAN RECONSTRUCTION
.' A 6111,
NCDOT STD. 1205.07
CROSSWALK HINISIBILITY
PROPOSED TRAIL
0
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NOTES:
1
H , z
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1.
CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK.
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-1
2. 2.
CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
m z =
H A
3.
NORTH CAROLINA GENERAL STATUTE 136 -44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
S Q D >y m
PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL
_ ®®
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE
z H ®r n
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
2
z
D
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
A >
AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
V
cr) O
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
z m
PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
4.
PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE
TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5.
PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SO. YDS.)
m
z
6.
PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.)
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7.
SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS
at S
NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
(n
B.
DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
C z
9.
CONSTRUCT WHEELCHAIR RAMPS 40" (3' -4 ") OR GREATER FOR DUAL RAMPS.
W D
10.
USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON -SKID TYPE SURFACE.
>
C
11.
PLACE A 112" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01.
12.
PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17)
n'
Fi
.3.
COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN
THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN
THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
m
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14.
CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE.
15.
USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY.
16.
TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17.
PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
SHEET 4 OF 4
848.051
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HHEET 4 OF� 4
848.05
NTS
NTS

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...........
77
L2-

SWIFT/ADJUST EllST11J�G_
RIP-RAP SWALE NORTH TO AVOID
CONFLICT WITH TRAIL
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LIMI 1,"'i Ul-
DISTURBANC

a It43
++ +
5850 It i" it
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Research Triangle
� e ar ELISION
JOB NO. 100905
station
a
DATE
Z Carolina 0 30 60 90 No. r _ BY
North
SURV� YED
Grading and Erosion
McKIM&CREE-D
Durham,
t3 e
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4@
SCALE: HORIZONTAL 1 30 4
SCALE 1 -� t_
and Sediment Control
SHEET NO.
EEN A
[phone]
y,
' .,
-
1007. Co str ction Documents
DR_ WN BY - NIS
- of -
@
clIEchLD BY - CAI,

EFFECTIVE: 01/31/08
1
EFFECTIVE: 01/31/08
4
8' -0" MAXIMUM
II ::. ::�::1■
it JP's
FRONT VIEW
STEEL POST
�� 1MOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA LT FENCE FABRIC
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW. 3� _
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT I
RAIN D TO REMOVE PRESSURE ON THE SILT I
2' -0
SILT FENCE
SLOPE
6' MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER •
r
SIDE VIEW
MINIMUM 12 -1/2 GAUGE
INTERMEDIATE WIRES
GRADE
EXISTING ROADWAY
6' MIN.
35' MIN. 15 MIN. NEW CONSTRUCTION
12' MIN.
FABRIC UNDER STONE
CROSS SECTION
CONSTRUCTION ENTRANCE
sum
HNIDNME GLUM
BURY w FF110E NO HARdHAIE M01H
EFFECTIVE: 01/31/08
NTS 2 STONE OUTLET
or w UPPER F w
RAW N 1BFRd1
W
PERMANENT SEEDING TO BE INSTALLED TO W AS NOTED BELOW
V- SHAPED SWALE
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
EFFECTIVE: 01/31/08
NTS 3
TEMPORARY LINER MUST BE INSTALLED TO THE TOP OF BANK
SWALES TO BE ADJUSTED /SHIFTED FROM TRAIL FOOTPRINT SHALL HAVE 3:1 SIDE SLOPES AND AT A MINIMUM PROVIDE AS MUCH
CROSS - SECTIONAL AREA AS THE ORIGINAL SWALE. ALL EXISTING RIP -RAP SWALES ADJUSTED SHALL HAVE RIP -RAP OF EQUAL CLASS
AND SIZE REPLACED AS THE SWALE LINING. ALL SWALES NOT CONTAINING RIP -RAP SHALL HAVE ROLANKA BIO -D 70 COIR MATTING
INSTALLED AS THE TEMPORARY LINING.
3 TIW
FLAN VII~; W
N
1. L — THE LENGTH OF THE RIPRAP APRON.
2. d 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6' (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
SECTION 'A -A'
PIPE OUTLET TO FLAT AREA
1 RIP RAP(SEE SEC110N THRU BASNr /
I I
\ rtT
/PERSPEC'flVE VIEW
NO SCALE
AREAS TO BE DISTURBED SEDIMENT S7
(CUT. FILL. ETC.) FLOOD
1fi-I rt
FABRIC
SILT FENCE TO BE
INSTALLED OVER
TOP OF PIPE
(,YP.)
1 P RAP HEADWALL
STON V THICK X 3' HIGH MIN.
RAP HEADWALL
SILT FENCE
N0.1E:
DIMENSIONS ARE PIPE INVERT
MINIMUM ACCEPTABLE FIL7ER FABRIC
UNLESS OTHERWISE CLASS 1 RIP —RAP
NOTED. JU WASHED STONE
MAX. SEDIMENT DEIM(CLEAN OUT POINT)
SECTION THRU BASIN. FILTER AND CULVERT PIPE
NTS
NTS 5 PERMANENT V- SHAPED SWALE NTS 6 TEMPORARY ARC FILTER INLET PROTECTION NTS
IMPLEMENTATION SEQUENCE:
NOTE:
APPROVED PLAN VIEW SEDIMENT CONTROL MEASURES, PUMP - AROUND SILT CONTROL SYSTEM TO BE USED IN CONJUNCTION
DEWATERING STREAM PRACTICES, AND ASSOCIATED DREDGE WITH PUMP AROUND IF DEEMED NECESSARY BY
DEVICE DISCHARGE DIVERSION CONSTRUCTION SHOULD BE COMPLETED IN THE SEDIMENT CONTROL INSPECTOR.
HOSES PUMPS FOLLOWING SEQUENCE (REFER TO DETAIL). HIGH STRENGTH
FINISHED GRADE �� BAG PLACED ON DOUBLE STITCHED DEWATERING /FILTER BAG MATERIALS SPECIFICATIONS:
��� P INTAKE AGGREGATE "J" TYPE SEAMS THE DEWATERING /FILTER BAG SHALL BE MADE OF
1. THE CONTRACTOR SHOULD ONLY BEGIN WORK OR ST W NON -WOVEN GEOTEXTILE WITH A MINIMUM SURFACE
HOSE IN AN AREA WHICH CAN BE COMPLETED BY THE AREA OF 225 SQUARE FEET PER SIDE. ALL STRUCTURAL
P DEWATERING END OF THE DAY. AT THE END OF EACH WORK SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A
A A SEWN IN SPOUT DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH
DAY, THE WORK AREA MUST BE STABILIZED AND HIGH STRENGTH THREAD. THE SEAM STRENGTH SHALL WITHSTAND
' THE PUMP AROUND REMOVED. WORK SHOULD STRAPPING FOR 100LB /IN USING ASTM D -4884 TEST METHOD. THE
NOT BE CONDUCTED IN THE STREAM DURING DEWATERING /FILTER BAG SHALL HAVE A NOZZLE LARGE
FINAL UNDISTURBED SOIL FLOW o HOLDING HOSE IN ENOUGH TO ACCOMMODATE A FOUR INCH HOSE. THE
BACKFlLL HOSE FLOW RAIN EVENTS.
/-INTAKE PLACE NOZZLE SHALL BE SEALED TIGHTLY AROUND THE
2. SANDBAG DIKES SHOULD BE SITUATED AT THE DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE TO
SEDIMENT J� CLEAN WATER ENDS OF THE WORK AREA AS SHOWN ON THE -, PREVENT UNTREATED WATER FROM ESCAPING. THE
N07ES DIKE SUMP -HOLE OR PLANS, AND POND WATER SHOULD BE PUMPED -` WATER FLOW FABRIC SHALL BE A NON -WOVEN FABRIC WITH THE
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE DIKE POOL (12" TO 18" \ FROM PUMP FOLLOWING PROPERTIES:
INSIDE FACE OF THE SHORING AND BRACING DEEP 2' DIA. AROUND THE WORK AREA. THE PUMP SHOULD ` WEIGHT ASTM D -3776 10
2 NO ROCKS OR BOULDERS 4 OR LARGER TO BE USED IN INITIAL BACKFILL PUMPS SHOULD WORK AREA LENGTH ) DISCHARGE ONTO A STABLE VELOCITY PUMP DISCHARGE OZ/YD
'=:t;•''; ;; Z:`: DISCHARGE ONTO A DISSIPATER MADE OF RIPRAP OR SANDBAGS. 15' -0" GRAB TENSILE ASTM D -4632
ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL NOT TO EXCEED THAT HOSE
IN AL :: ~ti STABLE VELOCITY 3. WATER FROM THE WORK AREA SHOULD BE 27o LBs
BACKRU. ";:.is BACKFlLL SI1ALL BE TAMPED IN 6' LIFTS IN TRAFFIC AREAS, 1Y IN DISSIPATOR MADE OF WHICH CAN BE OPENING PUNCTURE ASTM D -4833
NON— TRAFFIC AREAS. COMPLETED IN ONE DAY PUMPED TO A SEDIMENT FILTERING MEASURE
TOP VIEW ACCOMODATES 150 LBs
RIP RAP OR
SUCH AS A DEWATERING BASIN, SEDIMENT BAG, FLOW RATE ASTM D -4491 70
6 17RAFFIC PI1C110N IN NON — TRAFFIC AREAS, AND 96X COMPACTION IN SANDBAGS Section A -A OR OTHER APPROVED SOURCE. THE MEASURE UP 4 GAL /MIN /SQ FT
SHOULD BE LOCATED SUCH THAT THE WATER DISCCHH ARGE PERMITIVITY ASTM D -4991
MINIMUM SIDE s. IF IN EASEMENT 4 TOPSOIL. AND HOSE 1/1.3 SEC
07 SSE DANCE 12' CIHAN SELECT FILL IS RWARED. IMPERVIOUS SHEETING DRAINS DOWNSTREAM OF THE POND. UV RESISTANCE ASTM D -4355
WHEN ROCK Is D. OF PI
ENCOUNTERED MAXIMUM SIDE 7. NO BOULDERS 6' IN DIAMETER OR 4. AFTER AN AREA IS COMPLETED AND STABILIZED, 70%
1Y 0.P
CLEARANCE GREA7ER ALLOWED' WORK AREA BASE FLOW + 1 FOOT THE CLEAN WATER DIKE SHOULD BE REMOVED. AGGREGATE OR AOS % RETAINED ASTM D -4751 100
(2 FOOT MINIMUM) AFTER THE FIRST SEDIMENT FLUSH, A NEW STRAW SIDE VIEW
CLEAN WATER DIKE WOULD BE ESTABLISHED UNDERLAYMENT CONSTRUCTION:
THE DEWATERING /FILTER BAG SHALL BE INSTALLED
CROSS SECTION OF FROM THE OLD SEDIMENT DIKE. FINALLY, UPON OVER A 3 INCH GRAVEL BASE OR A STRAW BALE BASE TO
SANDBAG DIKE ESTABLISHMENT OF A NEW SEDIMENT DIKE PROMOTE INFILTRATION AND DEWATERING OF THE
BELOW THE OLD ONE, THE OLD SEDIMENT DIKE FILTER BAG.
SHOULD BE REMOVED.
7 TRENCHING NTS 8 TEMPORARY STREAM DIVERSION
NTS
9 DEWATERING DEVICE
NTS
50' MIN.
N
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
::��:;: '•:y:.;. �:,: "r: >; �,� •�'�; ��
�:
`.q+ ri + »•''�" ' "' . T+:• ":
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
'•s,; ~:. "� ~ t: ' ;+
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
;�� �.�• r�• ,2' -3 STONE TO BE USED. : •w 'x
25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
EXISTING
STONE OR RAILROAD"'.-•
PROPOSED STREET.
ROADWAY
I;V:.,,:.`::(SURGE
;;1.:.<; 'BALLAST)".'- •w ;��F'r', ; : ;;-' ?;
WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
• g+ t'", ".�Jn,w ^�:+` *;;�„ 4.p
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
;��iN',�,s:;.
�� .
ri': �`: -: +,'.+ .rte •1• ; °�;'
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT —LADEN
,wy
• R o +. s "'. �' "; %:„ "-" • =
STONE AND REPLACEMENT WITH FRESH STONE
,:
+.tip *piti N �4J.•..�1t:� ►'• lr.�ti..�•1'4,•Y t:S�.•f b'
EXISTING ROADWAY
6' MIN.
35' MIN. 15 MIN. NEW CONSTRUCTION
12' MIN.
FABRIC UNDER STONE
CROSS SECTION
CONSTRUCTION ENTRANCE
sum
HNIDNME GLUM
BURY w FF110E NO HARdHAIE M01H
EFFECTIVE: 01/31/08
NTS 2 STONE OUTLET
or w UPPER F w
RAW N 1BFRd1
W
PERMANENT SEEDING TO BE INSTALLED TO W AS NOTED BELOW
V- SHAPED SWALE
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
EFFECTIVE: 01/31/08
NTS 3
TEMPORARY LINER MUST BE INSTALLED TO THE TOP OF BANK
SWALES TO BE ADJUSTED /SHIFTED FROM TRAIL FOOTPRINT SHALL HAVE 3:1 SIDE SLOPES AND AT A MINIMUM PROVIDE AS MUCH
CROSS - SECTIONAL AREA AS THE ORIGINAL SWALE. ALL EXISTING RIP -RAP SWALES ADJUSTED SHALL HAVE RIP -RAP OF EQUAL CLASS
AND SIZE REPLACED AS THE SWALE LINING. ALL SWALES NOT CONTAINING RIP -RAP SHALL HAVE ROLANKA BIO -D 70 COIR MATTING
INSTALLED AS THE TEMPORARY LINING.
3 TIW
FLAN VII~; W
N
1. L — THE LENGTH OF THE RIPRAP APRON.
2. d 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6' (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
SECTION 'A -A'
PIPE OUTLET TO FLAT AREA
1 RIP RAP(SEE SEC110N THRU BASNr /
I I
\ rtT
/PERSPEC'flVE VIEW
NO SCALE
AREAS TO BE DISTURBED SEDIMENT S7
(CUT. FILL. ETC.) FLOOD
1fi-I rt
FABRIC
SILT FENCE TO BE
INSTALLED OVER
TOP OF PIPE
(,YP.)
1 P RAP HEADWALL
STON V THICK X 3' HIGH MIN.
RAP HEADWALL
SILT FENCE
N0.1E:
DIMENSIONS ARE PIPE INVERT
MINIMUM ACCEPTABLE FIL7ER FABRIC
UNLESS OTHERWISE CLASS 1 RIP —RAP
NOTED. JU WASHED STONE
MAX. SEDIMENT DEIM(CLEAN OUT POINT)
SECTION THRU BASIN. FILTER AND CULVERT PIPE
NTS
NTS 5 PERMANENT V- SHAPED SWALE NTS 6 TEMPORARY ARC FILTER INLET PROTECTION NTS
IMPLEMENTATION SEQUENCE:
NOTE:
APPROVED PLAN VIEW SEDIMENT CONTROL MEASURES, PUMP - AROUND SILT CONTROL SYSTEM TO BE USED IN CONJUNCTION
DEWATERING STREAM PRACTICES, AND ASSOCIATED DREDGE WITH PUMP AROUND IF DEEMED NECESSARY BY
DEVICE DISCHARGE DIVERSION CONSTRUCTION SHOULD BE COMPLETED IN THE SEDIMENT CONTROL INSPECTOR.
HOSES PUMPS FOLLOWING SEQUENCE (REFER TO DETAIL). HIGH STRENGTH
FINISHED GRADE �� BAG PLACED ON DOUBLE STITCHED DEWATERING /FILTER BAG MATERIALS SPECIFICATIONS:
��� P INTAKE AGGREGATE "J" TYPE SEAMS THE DEWATERING /FILTER BAG SHALL BE MADE OF
1. THE CONTRACTOR SHOULD ONLY BEGIN WORK OR ST W NON -WOVEN GEOTEXTILE WITH A MINIMUM SURFACE
HOSE IN AN AREA WHICH CAN BE COMPLETED BY THE AREA OF 225 SQUARE FEET PER SIDE. ALL STRUCTURAL
P DEWATERING END OF THE DAY. AT THE END OF EACH WORK SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A
A A SEWN IN SPOUT DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH
DAY, THE WORK AREA MUST BE STABILIZED AND HIGH STRENGTH THREAD. THE SEAM STRENGTH SHALL WITHSTAND
' THE PUMP AROUND REMOVED. WORK SHOULD STRAPPING FOR 100LB /IN USING ASTM D -4884 TEST METHOD. THE
NOT BE CONDUCTED IN THE STREAM DURING DEWATERING /FILTER BAG SHALL HAVE A NOZZLE LARGE
FINAL UNDISTURBED SOIL FLOW o HOLDING HOSE IN ENOUGH TO ACCOMMODATE A FOUR INCH HOSE. THE
BACKFlLL HOSE FLOW RAIN EVENTS.
/-INTAKE PLACE NOZZLE SHALL BE SEALED TIGHTLY AROUND THE
2. SANDBAG DIKES SHOULD BE SITUATED AT THE DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE TO
SEDIMENT J� CLEAN WATER ENDS OF THE WORK AREA AS SHOWN ON THE -, PREVENT UNTREATED WATER FROM ESCAPING. THE
N07ES DIKE SUMP -HOLE OR PLANS, AND POND WATER SHOULD BE PUMPED -` WATER FLOW FABRIC SHALL BE A NON -WOVEN FABRIC WITH THE
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE DIKE POOL (12" TO 18" \ FROM PUMP FOLLOWING PROPERTIES:
INSIDE FACE OF THE SHORING AND BRACING DEEP 2' DIA. AROUND THE WORK AREA. THE PUMP SHOULD ` WEIGHT ASTM D -3776 10
2 NO ROCKS OR BOULDERS 4 OR LARGER TO BE USED IN INITIAL BACKFILL PUMPS SHOULD WORK AREA LENGTH ) DISCHARGE ONTO A STABLE VELOCITY PUMP DISCHARGE OZ/YD
'=:t;•''; ;; Z:`: DISCHARGE ONTO A DISSIPATER MADE OF RIPRAP OR SANDBAGS. 15' -0" GRAB TENSILE ASTM D -4632
ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL NOT TO EXCEED THAT HOSE
IN AL :: ~ti STABLE VELOCITY 3. WATER FROM THE WORK AREA SHOULD BE 27o LBs
BACKRU. ";:.is BACKFlLL SI1ALL BE TAMPED IN 6' LIFTS IN TRAFFIC AREAS, 1Y IN DISSIPATOR MADE OF WHICH CAN BE OPENING PUNCTURE ASTM D -4833
NON— TRAFFIC AREAS. COMPLETED IN ONE DAY PUMPED TO A SEDIMENT FILTERING MEASURE
TOP VIEW ACCOMODATES 150 LBs
RIP RAP OR
SUCH AS A DEWATERING BASIN, SEDIMENT BAG, FLOW RATE ASTM D -4491 70
6 17RAFFIC PI1C110N IN NON — TRAFFIC AREAS, AND 96X COMPACTION IN SANDBAGS Section A -A OR OTHER APPROVED SOURCE. THE MEASURE UP 4 GAL /MIN /SQ FT
SHOULD BE LOCATED SUCH THAT THE WATER DISCCHH ARGE PERMITIVITY ASTM D -4991
MINIMUM SIDE s. IF IN EASEMENT 4 TOPSOIL. AND HOSE 1/1.3 SEC
07 SSE DANCE 12' CIHAN SELECT FILL IS RWARED. IMPERVIOUS SHEETING DRAINS DOWNSTREAM OF THE POND. UV RESISTANCE ASTM D -4355
WHEN ROCK Is D. OF PI
ENCOUNTERED MAXIMUM SIDE 7. NO BOULDERS 6' IN DIAMETER OR 4. AFTER AN AREA IS COMPLETED AND STABILIZED, 70%
1Y 0.P
CLEARANCE GREA7ER ALLOWED' WORK AREA BASE FLOW + 1 FOOT THE CLEAN WATER DIKE SHOULD BE REMOVED. AGGREGATE OR AOS % RETAINED ASTM D -4751 100
(2 FOOT MINIMUM) AFTER THE FIRST SEDIMENT FLUSH, A NEW STRAW SIDE VIEW
CLEAN WATER DIKE WOULD BE ESTABLISHED UNDERLAYMENT CONSTRUCTION:
THE DEWATERING /FILTER BAG SHALL BE INSTALLED
CROSS SECTION OF FROM THE OLD SEDIMENT DIKE. FINALLY, UPON OVER A 3 INCH GRAVEL BASE OR A STRAW BALE BASE TO
SANDBAG DIKE ESTABLISHMENT OF A NEW SEDIMENT DIKE PROMOTE INFILTRATION AND DEWATERING OF THE
BELOW THE OLD ONE, THE OLD SEDIMENT DIKE FILTER BAG.
SHOULD BE REMOVED.
7 TRENCHING NTS 8 TEMPORARY STREAM DIVERSION
NTS
9 DEWATERING DEVICE
NTS

iI IRI 1111 111
wj a ' VwA m ! W Mm I K I i Ow 1 i • 10
SEEDBED PREPARATION:
FERTILIZER !! i 1 10-10-10
SUPERPHOSPHATE 500 LBS/ACRE - 20% ANALYSIS
MULCH 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR ASPHALT EMULSION AT 300 GALS/ACRE
i( T•,
1
•
NOV `'
TALL FESCUE ♦ i . • •
.
i � 1
1!
01»r9��j♦1L l��l
HULLED COMMON BERMUDAGRASS
LBS/ACRE
TALL FESCUE AND BROWNTOP MILLET OR SORGHUM -SUDAN HYBRIDS * **
125 LBS /ACRE (TALL FESCUE); 35 LBS /ACRE (BROWNTOP MILLET); 30 LBS /ACRE (SORGHUM -SUDAN HYBRIDS)
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
MAR 1-JUN 30
OR iii WEEPING LOVE • i
! i `
MAR 1 -JUN 30
OR ADD HULLED COMMON BERMUDAGRASS
25 LBS /ACRE
JUN 1-SEPT 1
TALL FESCUE AND BROWNTOP !', SORGHUM-SUDAN HYB' i :..
120 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE (BROWNTOP MULLET); 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
SEPT 1-MR
SERICEA • i / . i AND TALL FESCUE
! L i ` i ■ i 120 r (TALL
CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL B&
11A i 11 1i i
i i / ii # / ► i i
ill T - 1151111111 11 11 11 , IIIi Will ii
10. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM BUFFERS, AND LIMITI
OF DISTURBANCE.
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE
1J,A,DE41114EDIi,TELY
ENGINEER 4. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER TH-E
OR ENVIROMENTAL INSPECTOR.
5. ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 7 CALENDAR DAYS FROM 1 1 i ACTIVITY. ALL OTHER DISTURBED AREAS ' PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM . LAND-DISTRUBING ACTIVITY.
i. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY CONSTRUCTION ENTRANCES,
CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE
INTERCEPTED 1 TRAPPED • • WASH WATER ALLOWED BE DISCHARGED RINSE-OFF BE
OUTSIDE PROJECT # #