NCC240922_Site Plan or Location Map_20240501

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No. Date Description
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1 3/5/2024 ASI I
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ISSUE DATE: 0610212023
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PROJECT#: 02211.000
DRAWN BY: JH
CHECKED BY: JEL
©2023 SfL+a Architects,PA
All Rights Reserved
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2023 COPYRIGHT BY LL&J.THIS DRAWING MAY NOT BE COPIED,REUSED OR PUT INTO AN ELECTRONIC DATABASE WITHOUT THE WRITTEN PERMISSION OF LL&J.

DowSign Envelope ID:E9400F8C-AB9744A97-BCA9-024A13FBF909 ADA AND LEGAL DISCLAIMER.This intended to comply with requirements of the Amce e0ns with Disabilities Act(AOA).However architects andengineersere not Hems.to Interpret lees or give advice concerning leers.
The owner should have this document reviewed Plc atro y determine it ltmpl es with ADA and oterlaws.
...Becoming the
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94 MATTING NOTE \
.. THIS HATCH AREA REPRESENTS A ROLLED 154.83
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CONSTRUCTION SEQUENCE-PHASE III 0 co
1. CLEAR AND GRADE SITE AS NEEDED FOR ROUGH GRADING OPERATIONS. W LA+ J
MAINTAIN EROSION CONTROL DEVICES AS NECESSARY TO PREVENT OFF SITE sa W c 4YJ
SEDIMENTATION.ALL EROSION CONTROL DEVICES SHOULD BE INSPECTED AFTER
EVERY RAINFALL EVENT TO ASSURE THEY ARE OPERATING PROPERLY. ias CO
LC)
2. IF STOCK PILE IS REQUIRED,SILT FENCE SHALL BE INSTALLED AROUND THE PILE IX
AS REQUIRED TO LIMIT EROSION RUNOFF. 4-
RIP RAP OUTLET PROTECTION EROSION KEY ITEMS 3. COMPLETE UTILITY INSTALLATIONS INCLUDING WATER,SEWER,AND STORM 0 1
DRAINAGE UTILITIES. V a
SYM. ITEM REF I NOTES N
- MEDIAN WIDTH AT STONE MAX 4. COMPLETE FINAL GRADING,PAVING AND STABILIZATION OF ALL DISTURBED _
MIN APRON WIDTH AT MIN APRON N
- STONE SIZE PIPE DIA. AREAS,INSURE SOIL STABILIZATION MEASURES AND SEEDING SCHEDULE ARE 0cD
m PIPE ID PIPE DIA. d50 LENGTH OUTLET OUTLET THICKNESS dMAX O LIMITS OF CONSTRUCTION(LOC) 2.1 AC FOLLOWED AS PER THE PLANS. 0 •4ra".�
n (INCHES) (FEET) (FEET) (FEET) (INCHES) (INCHES) 5. AFTER SITE IS STABILIZED REMOVE TEMPORARY MEASURES AND/OR COMPLETE O •V N
BO SILT FENCE(AS CLOSE TO LOC AS POSSIBLE) REFERENCE SHEET C-501,DETAIL iq PERMANENT SEEDING OF REMAINING DISTURBED AREAS.RE-SEED AND FERTILIZE V N ♦+ =
w P1 18"HP 4 16 5 8 9 6 AS NECESSARY TO ENSURE ADEQUATE COVERAGE OF PERMANENT Cl)
m
t,.t - CO LEVEL SPREADER REFERENCE SHEET C-503,DETAIL#5 W L
GROUNDCOVER IN ALL DISTURBED AREAS.
P2 18"HP 4 16 5 a 9 6 V C.1
tit0 - DO CHANNEL WATTLES REFERENCE SHEET C-503,DETAIL#6 6, WHEN SITE IS STABILIZED AND PERMANENT GROUND COVER IS APPROPRIATELY •- CD
P3 18"HP 4 16 5 6 9 6 ESTABLISHED,CONTACT NCDEQ-LAND QUALITY SECTION FOR FINAL EROSIONdi • 0
v 15' - Pi #1-60'OF 18"HP PIPE W/FES REFERENCE SHEET CE103 CONTROL INSPECTION. N A O
°0 7.5' P4 18"HP 4 16 5 8 9 6 t _ C 1.._ U
P2 #2-60'OF 18"HP PIPE W/FES REFERENCE SHEET CE103
y z.5 EROSION CONTROL NOTES
r -I 1 3' 0 #3-70'OF 18"HP PIPE W/FES REFERENCE SHEET CE103 1. SITE PARAMETERS
I 1 P4 # 1.1.TOTAL ACREAGE= 2.1 ACRES
F I 4-64'OF 18"HP PIPE W/FES REFERENCE SHEET CE103 1.2.DISTURBED AREA= 2.1 ACRES
O SYNTHETIC MAT 2. ALL SILT FENCE SHALL BE INSPECTED DAILY(MONDAY THROUGH FRIDAY)FOR EXCESSIVE SILT.
`o CONTRACTOR SHALL REMOVE EXCESSIVE SILT FROM THE FENCE IMMEDIATELY BEFORE
CONSTRUCTION COMMENCES ON EACH WORKING DAY AS NECESSARY.MAINTENANCE SHALL No. Data Description
a° CONTINUE THROUGH COMPLETION OF THE PROJECT. 1 3/5/2024 ASI 1
CHANNEL MAINTENANCE: GROUND STABILIZATION 3. THE CONTRACTOR ENGAGED IN OR CONDUCTING THE LAND-DISTURBING ACTIVITY SHALL BE
DURING THE ESTABLISHMENT PERIOD,CHECK CHANNELS AFTER EVERY RAINFALL. Site Area Description Stabilization Time Frame Stabilization Time Frame Exceptions RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND
PERIODICALLY CHECK THE CHANNELS,CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. SEDIMENT CONTROL MEASURES AND FACILITIES DURING THE DEVELOPMENT OF THE SITE AS
'i IMMEDIATELY MAKE REPAIRS.IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL Perimeter dikes,swales,ditches and 7 days None REQUIRED BY THE APPROVED PLAN.OPERATIONS AND MAINTENANCE CONDITIONS ARE INCLUDED
OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR slopes IN THE PLAN OUTLINING HOW THE CONTRACTOR SHALL PROVIDE FOR OPERATIONS AND
o SCOUR HOLES.REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE High Quality Water(KW)Zones 7 days None MAINTENANCE DURING CONSTRUCTION.
= DESIGNED CARRYING CAPACITY. 4. WITHIN SEVEN CALENDAR DAYS FOLLOWING SOIL DISTURBANCE OR RE-DISTURBANCE,ALL
U Ii slopes are 10'or less in length and are I LEGEND PERIMETER SEDIMENT CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION
g Slopes steeper than 3:1 7 days not steeper than 2:1,14 days are allowed. MEASURES SHALL BE COMPLETED ON TOPSOIL STOCKPILES AS REQUIRED.
SYNTHETIC MAT LINED ROAD CHANNELS(TYP) 5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES WITHIN SEVEN
rn NTS 7-days for slopes greater than 50 feel in EXISTING PROPOSED CALENDAR DAYS OF REACHING FINAL GRADE.
Slopes 3:1 or flatter 14 days length. 6. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL
I
N/A SILT FENCE SF MEASURES AND FACILITIES AFTER SITE LAND DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH
2 All other areas with slopes flatter than 14 days None(exception perimeters and HQW THE LANDOWNER OR PERSON IN POSSESSION OR CONTROL,EXCEPT FACILITIES AND MEASURES ISSUE DATE: 0610212023
1 4:1. Zones) INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS OR EASEMENTS. PROJECT#: 02211.000
N/A LIMITS OF CONSTRUCTION 7. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL
o NOTE EROSION AND/OR OFF-SITE SEDIMENTATION. DRAWN BY: JH
rt° 1.EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR I N/A TEMPORARY DIVERSION - TD E- TD 8. APPROVED PLANS REMAIN VALID FOR FIVE YEARS FROM THE DATE OF AN APPROVAL. CHECKED BY: JEL
fii OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE."(SECTION II.B(2)(B)).
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2.PERMANENT GROUNDCOVER IS REQUIRED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 N/A WATTLES -0 ❑ ©2023 Rights
Reservedects,
PA
`0 CALENDAR DAYS(WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION OR All Rights Reserved
I
• DEVELOPMENT. -121- CONTOURS ® EROSION CONTROL
I O 3.ALL TEMPORARY GROUND COVER SHOULD BE INSTALLED WITHIN 7 OR 14 DAYS PER NPDES PLAN:PHASE III
® STORMWATER REQUIREMENTS. .200.00 SPOT ELEVATIONS 11200.001
i &GRADING
GRAPHIC SCALE
Ba 30 so 120 NO
o Know what's below. eI ! 1.
Call before you dig.
rip 1 inch= 60 ft. N CE103
( INFEET)
2023 COPYRIGHT BY LL&J.THIS DRAWING MAY NOT BE COPIED,REUSED OR PUT INTO AN ELECTRONIC DATABASE WITHOUT THE WRITTEN PERMISSION OF LL&J.