SW6230807_Plansheet - Grading/Drainage Plan_20231205 (3)

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BMP MAINTENANCE NOTES ° CONSTRUCTION SEQUENCE
ALL MEASURES STATED ON THESE PLANS AND IN THE SWPPP SHALL BE MAINTAINED 1. CONDUCT PRE-CONSTRUCTION MEETING WITH THE CITY TO DISCUSS EROSION AND SEDIMENT :UA
IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR COMPLETED s� CONTROLS AND CONSTRUCTION PHASING.
PHASE OF WORK OF FINAL STABILIZATION OF THE SITE. \�� 2. INSTALL STABILIZED CONSTRUCTION EXIT AND POST SWPPP AND SITE COMPLIANCE SIGNAGE ARCHITECTS
PUBLICLY VISIBLE. ENGINEERS
FOLLOW THE CONSTRUCTION SEQUENCE THROUGHOUT THE PROJECT G F �1 $ 3. INSTALL CONSTRUCTION FENCES AND TEMPORARY TRAFFIC AND PEDESTRIAN CONTROL
DEVELOPMENT. WHEN CHANGES IN CONSTRUCTION ACTIVITIES ARE NEEDED, AMEND �\\ �'� O fp0 69°46 20, °� DEVICES.
THE SEQUENCE SCHEDULE IN ADVANCE TO MAINTAIN MANAGEMENT CONTROL. \G � E 4. PREPARE TEMPORARY PARKING AND STORAGE AREAS.
\G � � � ` 71•� 5. INSTALL SILT FENCE ON THE SITE AS SHOWN WITHIN THE CONSTRUCTION LIMITS. HARRISON FRENCH
SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON ++ R 6. DEMO EXISTING STRUCTURES, PAVEMENT, AND SPECIFIED UTILITIES.
IN ACCORDANCE WITH THE CONSTRUCTION GENERAL PERMIT, AND REPAIRED IN
GJ 7. UNDERCUT EXISTING POOR SOILS AS INDICATED IN THE GEOTECHNICAL REPORT. & ASSOCIATES , LTD
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ACCORDANCE WITH THE FOLLOWING: Q \�� ,\()'� ��.1 ♦` �C>� / 8. BEGIN GRADING THE SITE. 1705 S. Walton Blvd., Suite 3
\ �p ® v 9. BEGIN CONSTRUCTION OF UTILITIES.
`� 10. BEGIN SUBGRADE PREPARATION AND CONSTRUCTION OF STRUCTURES. Bentonville, Arkansas 72712
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED \� "o. / \ t 479.273.7780
IF THEY SHOW SIGNS OF DETERIORATION. \v ,�D� 11. BEGIN INSTALLATION OF CURB, GUTTER, AND PAVING.
12. COMPLETE PERMANENT STABILIZATION ON AREAS WHERE CONSTRUCTION HAS COMPLETED. f 888.520.9685
2. ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A , i m <9 242 v� s� 13. COMPLETE FINAL GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. www.hfa-ae.com
GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED, WATERED AND
14. OBTAIN CONCURRENCE FROM THE OWNER AND THE CITY THAT THE SITE HAS BEEN FULLY 40 30 20 10 0 20 40 60 80
REPAIRED AS NEEDED. S �' \ °�� ems, STABILIZED.
♦® °- 15. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. w z}
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3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. - J�� �� 16. STABILIZE ALL AREAS DISTURBED BY BMP REMOVAL. SCALE: finch = 40 ft. w
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SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES w w w w o o
ONE-HALF THE HEIGHT OF THE FENCE. CONTRACTOR MAY COMPLETE CONSTRUCTION RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL o Q
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PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. o z w¢w Z=
4. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL \•' \ \ �O. PROPOSEDLL
\ THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE DETERMINED z
PREVENT TRACKING OR FLOW OF SEDIMENT FROM THE SITE. THIS MAY REQUIRE p a¢ o o o
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PERIODIC TOP DRESSING OF THE EXIT AS CONDITIONS DEMAND. ® \ O , BY THE PROJECT CONSTRUCTION PROGRESS AND RECORDED BY THE GENERAL CONTRACTOR ON o z w
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THESE PLANS� . PROPERTY LINE
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN A GOOD w� o w w c'w w w o=
LIMITS OF DISTURBANCE -w=
w PLEASE SEE THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR W s z r ~�=a�z
CONDITION. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE AREA AS /� C� U, cn o o s o¢a w
CONDITIONS DEMAND. °� o egg FURTHER DETAILS ON BMP DESIGN CRITERIA, MAINTENANCE, CONSTRUCTION SPECS AND SF SILT FENCE
? INSTALLATION.
6. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. ANY / ��� o 4it ------------ 10' WIDE MAINTENANCE ACCESS
DEBRIS AND/OR SEDIMENT LEAVING THE SITE SHALL BE CLEANED IMMEDIATELY.
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7. ALL INLETS AND STORM DRAINS SHALL BE KEPT CLEAN OF DEBRIS AND
SEDIMENT. ANY DEBRIS AND/OR SEDIMENT THAT ENTERS ANY INLET OR STORM i DISTURBED DRAINAGE AREA rn Q N
DRAIN SHALL BE CLEANED IMMEDIATELY. FLUSHING SHALL NOT BE USED TO J / ° DRAINING TO SKIMMER BASIN \ oy 2 It c�
CLEAN DEBRIS AND/OR SEDIMENT FROM STORM DRAINS. / / �Zm \ G� U M o
NOTES w N W
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1 N. SWPPP SIGN � U �
\ ° o N ♦ 2N. CONCRETE WASHOUT AREA
y MAINTENANCE ACCESS TO O Z Z
PUBLIC ROW 3N. EQUIPMENT STORAGE AREA F_
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LOVE'S ® �43 DETAILS co
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P �4 TRAVEL CENTER O�� 1 D. CONSTRUCTION EXIT, SEE DETAIL 1/SHEET C9.0
% \ 2D. SEDIMENT/SILT FENCE WITH WIRE SUPPORT, SEE DETAIL 2/SHEET C9.0 �A
��� w %% \ 3D. EROSION EELS SEDIMENT BARRIER, SEE DETAIL 3/SHEET C9.0
P� O \\ 4D. CONCRETE WASHOUT, SEE DETAIL 4/SHEET C9.0
�� 5D \ \\ 5D. DANDY CURB BAG INLET PROTECTION, SEE DETAIL 5/SHEET C9.0
®� �Q 6D. BLOCK&AGGREGATE FLUME PROTECTION, SEE DETAIL 6/SHEET C9.0
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QIj / ® / 4 \\Q �� \ \ 7D. ROCK CHECK DAM, SEE DETAIL 9/SHEET C9.0 QO
' / am / �/�� \ ti 8D. BLOCK&AGGREGATE AREA INLET SEDIMENT DEVICE, SEE DETAIL 8/SHEET C9.0
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9D. NOT USED
10D. RIP RAP GROUTED IN PLACE, SEE DETAIL 10/SHEET C9.0
Cp `� 0 11 D. DIVERSION DITCH, SEE DETAIL 11 /SHEET C9.0
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244 �® ° \\a •cr C�, \� 12D. SILT FENCE OUTLET PROTECTION, SEE DETAIL SHEET C9.1
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_z'j \, / ° C/ NO WETLANDS WERE OBSERVED ON THIS SITE PER WETLAND
7D INVESTIGATION BY WETLAND SOLUTIONS, LLC MEMO DATED
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\ ` J U LY 7 2022 (ADAM CASTER)
BASED ON THE NORTH CAROLINA SURFACE WATER
PROPERTY LINE CLASSIFICATIONS AS WELL AS THE WEEKLY WATERBODY �����•,,....,,,.o���,�
oTtiv �SF�N Q s REPORTS THERE ARE NO SURFACE WATERS WITHIN THE AREA ,oFEss/p •, 2 %
OF DISTURBANCE FOR THIS PROJECT. = A
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STA4 STM / { C 0 0_ c� MAINTENANCE ACCESS TO
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PUBLIC ROW HARRISON FRENCH
&ASSOCIATES, PLLC
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INSTALL SKIMMER BASIN �� A �� LL
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5D MAINTENANCE ACCESS TO
DISTURBED DRAINAGE AREA \ PUBLIC ROW co ISSUE BLOCK
z ♦ O�� qG pT R // \ x� i� \\ \ DRAINING TO SKIMMER BASIN
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\ _ cn --s 1 ` DOCUMENT DATE: 08/02/2022
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