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LEGEND I, AN CORY GEORGE,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT \ ` X
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d Q TRAVERSE STATION BOUNDARY LINE 2. TIE TO GRID COMPLETED BY RTK GPS(VRS) SHOWN AS BROKEN LINES MAY NOT MEET THE STATED STANDARD;AND ALL COORDINATES ARE CO
8 3. AREAS COMPUTED BY COORDINATE GEOMETRY. BASED ON NC-NAD'83,(NSRS 2011),AND ALL ELEVATIONS ARE BASED ON NC-NAVD'88. \
A ECONCRETE MONUMENT - -LINE NOT SURVEYED 4. ALL DISTANCES SHOWN ARE GROUND DISTANCES.
® PK NAIL -R/w-RIGHT OF WAY 5. ADJOINING LAND OWNERS WERE IDENTIFIED USING THE CURRENT ONLINE THE GLOBAL NAVIGATION SATELLITE SYSTEM(GNSS)WAS USED TO PERFORM A PORTION OF THIS \ SCALE:
❑x RIW MONUMENT ----EASEMENT COUNTY GIS TAX MAPS. SURVEY AND THE FOLLOWING INFORMATION WAS USED: \ 111 =40'
m b R.R.SPIKE -v -OVERHEAD ELEC 6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, ,n II
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rn 0 SEWER MANHOLE .s 5. DATUM/EPOCH:NAD'83(2011) = L-5051 =-GAS LINE 8. SEE RIGHT OF WAY DEEDS RECORDED AT DB/PG(S):555/295,555/293, Q-;W` DRAWN BY:
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v SINGLE POLE SIGN 9. UNITS:US SURVEY FEET �r" ,i, � �
PROJECT NO.
N SCALE:1"=40'
o THIS PLAT MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING 22-256
N IN NORTH CAROLINA(21 NCAC 56.1600).WITNESS MY HAND AND SEAL,THIS 12th DAY OF_ Digitally signed by
Jonathan Jonathan Cory George 4.i SHEET NO.
• DECEMBER 2023.0 CoryGeorge 9 091 z 6:22-05'00' SCO ID#22-25603-01 A C-1
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Digitally signed by \ LU
Jonathan Jonathan Cory \ /1'►
George V R
Cory George Date:2023.12.12 Q
SITE DATA TABLE 09:17:49-05'00' Q
OWNER: STATE OF NORTHCe
CAROLINA GENERAL NOTES LEGEND LJ.I V zz
ADDRESS: 1215 JULIAN R ALLSBROOK HWY T
PIN: 4907-07-58-3243 1. NO JURISDICTIONAL INVESTIGATION HAS BEEN PREFORMED. EXISTING IRON MON. 0 WATER VALVE i
ZONING: RA/RR-C 2. PRIOR TO CONSTRUCTION,ANY DISCREPANCIES BETWEEN THE CONSTRUCTION PLANS,SPECIFICATIONS,AND 0 SET5/S'REBAR O WELL Q.
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NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY.
CALCULATED POINT -0 GUY WIRE /
SETBACKS: FRONT-40FEET
SIDE-12 FEET Q TRAVERSE STATION BOUNDARY LINE
I.L i
B REAR-25 FEET 3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO O CONCRETE MONUMENT - -LINE NOT SURVEYED W F.
W F.
y 8.147 ACRES CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING ® PK NAIL -R/w-RIGHT OFWAY
SITE AREA: WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO T
❑1< RAN MONUMENT ----EASEMENT i
n DISTURBED AREA: 3.09 ACRES THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS a R.R.SPIKE -R -OVERHEAD ELEC
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. A
0.
o TOTAL PARKING SPACES: 39 TOTAL SPACES STONE -sOm
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< 33 REGULAR SPACE;4 ADA 4. AS NECESSARY,ALL UTILITIES TO BE RELOCATED SHALL BE COORDINATED WITH UTILITY OWNER. A WATER METER W WATER LINE
PROPOSED PARKING:
SPACES;2 BUS SPACES 0 SEWER CLEANOUT ss SEWER LINE 0
LL 5. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL PIPE,STRUCTURES,MIXES,ETC,TO ENGINEER FOR APPROVAL 0 SEWER MANHOLE -sw-GAS LINE
dPRIOR TO INSTALLATION.INSTALLATION OR ORDER OR MATERIALS WITHOUT SHOP DRAWING APPROVAL MAY 0STORM MANHOLE -so-STORM LINE
U RESULT IN REPLACEMENT AT CONTRACTORS EXPENSE. zt FIRE HYDRANT -DITCH CNTRLINE
c 6. NOT ALL PHASING ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT IS SHOWN ON THE PLANS.IT IS THE to UTILITY POLE -x -CHAIN LNK FNCE
`o RESPONSIBILITY OF THE CONTRACTOR FOR THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER SINGLE POLE SIGN SCALE:
= PHASING TO EVOLVE AS CONSTRUCTION COMMENCES. 1"
=40'
7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,AND LOCAL STANDARDS,INCLUDING _ j PROPOSED ASPHALT DATE:
o PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION AND THE SAFETY AND HEALTH
5 REGULATIONS FOR CONSTRUCTION ISSUED BY THE DEPARTMENT OF LABOR. PROPOSED CONCRETE 08/17/2023
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= 8. CONTRACTOR SHALL OBTAIN A SOIL SAMPLE AND AMEND SOIL AS NECESSARY PRIOR TO PERMANENT SEEDING.ALL DRAWN BY:
° A SEEDED AREAS SHALL BE SCARIFIED AT LEAST 4"DEEP,FERTILIZE AS PER SOIL SAMPLE RESULTS. J CG
f9 9. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT'SET OF DRAWINGS TO REFLECT THE EXACT LOCATION OF ALL PIPING 40 0 20 40 80 liV
N AND STRUCTURES AND SHALL BE DELIVERED TO THE ENGINEER UPON PROJECT COMPLETION.FIELD _ PROJECT NO.
N ADJUSTMENTS SHALL BE COORDINATED WITH ENGINEER PRIOR TO INSTALLATION. 4,_ _ -
SCALE:1"=40' 22-256
10. CONSTRUCTION SITE SHALL BE KEPT CLEAN OF TRASH AND DEBRIS AT ALL TIMES.
SHEET NO.
SCO ID#22-25603-01 A C-2
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STORM DRAINAGE NOTES: CoryGeorge Date:2023.12.12
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1. REINFORCED CONCRETE PIPE(RCP)SHALL BE CLASS III WITH WALL TYPE B.JOINTS SHALL BE GASKETED ce BELL&SPIGOT TYPE AND WRAPPED IN NON-WOVEN GEOTEXTILE. LEGEND W V a
2. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED 2 N
TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. • EXISTING IRON MON. A WATER VALVE ■Ir ,^
0 SET 5/8'REBAR @ WELL O Z
3. PRIOR TO INSTALLATION,ALL BACKFILL MATERIAL SHALL BE APPROVED BY THE ON-SITE GEOTECHNICAL % CALCULATED POINT -a GUY WIRE �/
oENGINEER.IN GENERAL,ALL BACKFILL MATERIAL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS, , TRAVERSE STATION L BOUNDARY LINE I. o
B VEGETATION MATTER,WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL.SAID 17 CONCRETE MONUMENT —LINE NOT SURVEYED 1,1 <
c' MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO PK NAIL —R/wLU—RIGHT OFWAV •• LL
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. •
N ❑1< RAN MONUMENT ----EASEMENT I 0. 0
4. MATERIALS DEEMED BY THE GEOTECHNICAL ENGINEER OR OWNER'S REPRESENTATIVE AS UNSUITABLE 9 R.R.SPIKE —P —OVERHEAD ELEC a
h FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. G STONE —E —UNDERGRD ELEC
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€ 5. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. p SEWER CLEANOUT ss SEWER LINE O \�
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6. FILL MATERIAL WITHIN THE PIPE TRENCHES AND PIPE HAUNCHES SHALL BE THOROUGHLY COMPACTED TO Qp STORM MANHOLE —so—STORM LINE U)
95 PERCENT OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST.THE TOP 8 TWELVE(12)INCHES SHALL BE COMPACTED TO 98 PERCENT STANDARD PROCTOR.ON-SITE ztFIRE HYDRANT —DITCH CNTRLINE
GEOTECHNICAL ENGINEER MAY MODIFY DENSITY REQUIREMENTS AS NECESSARY. SCALE:
` •a, UTILITY POLE —x —CHAIN LNK FNCE
o SINGLE POLE SIGN
7. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE 1" -40'
_ HAS BEEN PLACED.
DATE:
° 8. CONTRACTOR SHALL POSITIVE DRAINAGE THROUGHOUT THE SITE TOWARDS DRAINAGE STRUCTURES.NO 08/17/2023
PiBIRDBATHS IN CURB OR ASPHALT ALLOWED.
c 9. STORM STRUCTURES SHALL BE SOLID WALL PRECAST OR BRICK ONLY.WAFFLE BOXES ARE NOT ALLOWED. DRAWN BY:
A STRUCTURES LOCATED IN TRAVEL AREAS SHALL BE TRAFFIC RATED WITH TRAFFIC RATED GRATES. 40 0 20 40 80 JCG
N 10. INLETS LOCATED OUTSIDE TRAVEL AREAS SHALL BE OPEN THROAT INLETS.
N
0 11. STEPS SHALL BE INSTALLED IN ALL STORM STRUCTURES PER NCDOT STANDARDS. 40/ SCALE:1" PROJECT=40' 22-256NO.
SHEET NO.
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TOTAL DISTURBED AREA:3.09 ACRES I v< N0 2
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DEMOLITION NOTES DEMOLITION NOTES-CONT CONSTRUCTION SEQUENCE MAINTENANCE NOTES LEGEND W _O r
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1. UTILITY STATEMENT:THE UNDERGROUND UTILITIES SHOWN HAVE BEEN 6. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND PHASE 1: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 0 EXISTING IRON MON. 0 WATER VALVE I W/ C W
LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE UTILITY WORK.IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF 1. OBTAIN APPROVAL FROM NORTH CAROLINA STATE CONSTRUCTION OFFICE, CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 0 SET 5/8•REBAR O WELL co
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES DEMOLITION OR RELOCATION.CONTRACTOR SHALL COORDINATE WITH THE SURRY COUNTY PLANNING,AND EROSION CONTROL PERMIT FROM NORTH RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN Z 0 Z Q
CALCULATED POINT -0 GUY WIRE 0cc
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR APPROPRIATE UTILITY COMPANY PRIOR TO WORK. CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY. ONCE EVERY WEEK.ANY REQUIRED REPAIRS SHALL BE
3 Q TRAVERSE STATION BOUNDARY LINE
a ABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE 7. CONTRACTOR SHALL COMPLETELY DEMOLISH ALL EXISTING IMPROVEMENTS 2. CONTACT NC811 AT LEAST 3 WORKING DAYS PRIOR COMMENCING COMPLETED IMMEDIATELY. W V d
ci B UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED NOTED FOR REMOVAL ON THE APPROVED DEMOLITION PLAN.THIS INCLUDES, CONSTRUCTION. �. CONCRETE MONUMENT — —LINE NOT SURVEYED W
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ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS AS NECESSARY,FOUNDATIONS AND OTHER APPURTENANCES LOCATED ON 3. FLAG LIMITS OF DISTURBANCE AND INSTALL CONSTRUCTION SAFETY FENCE 2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE ® PK NAIL —R/e—RIGHT OF WAY Z
POSSIBLE FROM INFORMATION AVAILABLE.THE SURVEYOR HAS NOT AND AROUND THE IMPROVEMENTS SUCH AS SIGNS,CURBS,PAVEMENT, AROUND PERIMETER OF SITE NOT TO RECEIVE TRAFFIC. WEEKLY AND AFTER EVERY RAINFALL.REPAIRS SHALL BE ❑KAN R MONUMENT ----EASEMENT I 0. 0
n PHYSICALLY LOCATED UNDERGROUND UTILITIES. SIDEWALKS,LIGHT POLE BASES,HYDRANTS,BOLLARDS,ETC.ALL REMOVED 4. INSTALL RAIN GAGE AND JOB BOX.LOCATE PERMIT,APPROVED CONSTRUCTION MADE IMMEDIATELY.SEDIMENT DEPOSITS SHALL BE e R.R.SPIKE —P —OVERHEAD ELEC
2. CONTRACTOR SHALL CONTACT NC811 A MINIMUM OF 3 FULL BUSINESS DAYS MATERIAL SHALL BE DISPOSED OF OFFSITE IN A LAWFUL MANNER OR DRAWINGS AND INSPECTION RECORDS INSIDE BOX. REMOVED AS NEEDED. A (/)
o PRIOR TO BEGINNING CONSTRUCTION. RECYCLED. 5. INSTALL CONSTRUCTION ENTRANCE. G STONE —c —UNDERGRD ELEC Li 0
Q ® WATER METER —WATER LINE /'
U 3. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES 8. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL 6. INSTALL SILT FENCE ALONG PERIMETER AS SHOWN.LOCATE SILT FENCE . \` re
€ ON SITE PRIOR TO DEMOLITION. DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK. OUTLETS AT LOW POINT AS SHOWN.DISTURB ONLY AS MUCH AS AREA IS AS SEWER CLEANOUT ss SEWER LINE O W
LL 4. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS AND CARE TO PRESERVE REQUIRE FOR SILT FENCE INSTALLATION. sQ SEWER MANHOLE —oR—GAS LINE
, SHOWN ON THESE PLANS AND SPECIFICATIONS AND AS DIRECTED BY THE TREES DURING CONSTRUCTION. 7. INSTALL SKIMMER SEDIMENT BASIN,SKIMMER DEVICE AND EMERGENCY Qp STORM MANHOLE —so—STORM LINE CO
O OWNER. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES SPILLWAY. FIRE HYDRANT —DITCH CNTRLINE
5. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS TO REMAIN IN PLACE. 8. CLEAR AND GRUB SITE.
—CHAIN LNK FNCE UTILITY POLE —x
AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE 10. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING 9. UPON COMPLETION PROCEED TO PHASE 2. •a, SCALE:
BID.THE CONTRACTORSHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE
AUTHORITIES. E SOLE EXPENSEN SHALL BE RESTORED OF THE CONTRACTOR.
THEIR ORIGINAL CONDITION AT THE -0-SINGLE POLE SIGN 1" -40'
APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF
o DEMOLITION. DATE:
08/17/2023
C DRAWN BY:
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\R^`,_Rnr — — _ _ SR-20721 1-FT WIDTH PUBLIC f \ _ _ \ \' fRi af"/ I \ O K W
R�'�Rnv� J` { R1�-R/"' CONSTRUCTION ENTRANCE \ LL W J W
CR'. "—R R�"—"—RAW—Rw—VW—"—M"—Vw—Rn,Ri.--R j�Rr, Riw R/w—R/.—'VW—"—R/.—Rr—Rn� \ w Q
EXISTING - \ I-0)N
TOBACCO BARN
FOUNDATION \ w N O es
MTN STATE PARK 3 U c
PIN.5962-00-20-0169 \ O
DEED BK:21 PG:76 Digitally signed by
Jonathan Jonathan Cory \
George W
Cory George Date:2023.12.12 \ I_
09:21:00-05'00' V CI
I TOTAL DISTURBED AREA:3.09 ACRES I -0 /y It,Q a
CONSTRUCTION SEQUENCE cc
PHASE 2: MAINTENANCE NOTES LEGEND W U 0 N
1. BRING SITE TO FINISHED GRADE.INSTALL STORM DRAINAGE STRUCTURES AND 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EXISTING IRON MON. Ea WATER VALVE W
Z
RETAINING WALL AS NECESSARY TO FACILITATE CONSTRUCTION.INSTALL CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 0 SET5/8•REBAR O WELL Z y
TEMPORARY SEEDING AS REQUIRED. RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN O V Q
2. UPON INSTALLATION OF STORM DRAINAGE INSTALL HARDWARE CLOTH INLET 0 CALCULATED POINT -0 GUY WIRE
ONCE EVERY WEEK.ANY REQUIRED REPAIRS SHALL BE
3 PROTECTION AND FILTER BERMS AS SHOWN. ,L TRAVERSE STATION BOUNDARY LINE
a COMPLETED IMMEDIATELY.
U B 3. INSTALL CHECK DAMS AS DITCH GRADING IS COMPLETED. ❑• —LINE NOT SURVEYED W Z d
4. AS CONTRIBUTING DRAINAGE AREAS ARE STABILIZED TO INLETS,CONVERT CONCRETE MONUMENT W w 2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE ® PK NAIL —R/.—RIGHT OF WAY 0
INLET PROTECTION FROM HARDWARE CLOTH TO SILT SACK INLET PROTECTION. WEEKLY AND AFTER EVERY RAINFALL.REPAIRS SHALL BE ❑K RAN MONUMENT ----EASEMENT
e 5. INSTALL PERMANENT GROUND COVER AND STABILIZE. am H MADE IMMEDIATELY.SEDIMENT DEPOSITS SHALL BE R.R.SPIKE —R —OVERHEAD ELEC O
6. INSTALL SLOPE MATTING AS SHOWN. 9r a
REMOVED AS NEEDED.
h 7. ONCE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED TO SEDIMENT Q STONE —E —UNDERGRD ELEC �y
UBASIN,OBTAIN APPROVAL FROM ENGINEER AND NCDEQ INSPECTOR TO A WATER METER —. WATER LINE /' W
REMOVE. 0 SEWERCLEANOUT ss SEWER LINE O \` W
8. UPON COMPETITION OF INSTALLATION OF PERMANENT GROUND COVER OBTAIN S SEWER MANHOLE
B APPROVAL FROM NCDEQ INSPECTOR AND ENGINEER FOR REMOVAL OF Op STORM MANHOLE R—GAS LINE
d EROSION CONTROL MEASURES.STABILIZE ANY REMAINING AREAS DUE TO O —so—STORM LINE Cn
8 REMOVAL OF REMAINING DEVICES. FIRE HYDRANT —x—DITCH CNTRLINE
c •a, UTILITY POLE —x —CHAIN LNK FNCE
`o SINGLE POLE SIGN SCALE:
= 1" =40'
DATE:
08/17/2023
1
C DRAWN BY:
'4 JCG
N 40 0 20 40 80
N _ PROJECT NO.
Nam` SCALE:1"=40' 22-256
SHEET NO.
SCO ID#22-25603-01 A C-6
..
1 I 2 I 3 I 4 I 5 I 6 I 7 I 8

1 I 2 I 3 I 4 I 5 I 6 I 7 I 8
o
Jonathan Digitally signed a z w
by Jonathan Cory _IR N Z
Cory George ce 0 a i
Z o<«
Date:2023.12.12 (Di- W d 5 2
George a O N ,,3 to
F g 09:21:43-05'00' 3 o Z
ce U Ix LL26
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) �V / Q Q m m-
FOR EXAMPLE. CALIPER HEIGHT(RANGE) MAX.HEIGHT MIN.ROOT BALL DIA. MIN.ROOT BALLDEPTH / U �� Z /Wy Z m
2 G 4 14 H6 Hi 0016, \ ✓/ LL /LL
\Till a
�`, SPECIFIED BALL DIAMETER
NOTES: -*lift NOTES: MIx.E Hr.
f SPECIFIED BALL DIAMETER
1. SCARIFY ROOT MASS OF I { III
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. \ CONTAINERIZED PLANT MATERIAL %S'L^�R GR z-e'fROM Roor BUL EDcc.
^vvxovED uuLa BAamu^s G U NACU EFFECTIVE BALL DIAMETER
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 2. INSTALL CONTAINERIZED PLANTS AT ' ��� I TOP AS DUG F BALL NATURAL SOIL LINE TOP OF BALL
y AS DUG N
`i;, FINSHED GRADE
6/a-xvLox STRAP �fth 2•MAXIMUM OF SOIL
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W.OR UPON �' V 3. TAMP PLANTING MIX FIRMLY
-11111 '7d!�� COVERING ACCEPTABLE
REQUEST OF ARBORIST. s LVDNa 1HAx TREE D1A"x"f ,
AS PIT IS FILLED AROUND IIIIII=IIIIII=T=IIIIII= f UNACCEPTABLE SOIL ;,A
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A / EACH PLANT BALL. NATURAL SOIL LINE
\su 'III=IIIIII=IIIIII=IIIIII=1'
LEGAL MANNER. RE AT FIHISH GRADE wOxK I TO z _ _
ROOT c6o 711111=IIIIII=IIIIII=IIIIII' COVERING
5. RESEED UNMULCHED,DISTURBED AREAS. HIGH/6.NOE M.N. • 4. OMIT COLLAR AROUND EACH SHRUB I=IIIIII=11101-IIIIII-
E BERM OUTSIDE Of ROOM,. MAXIMUM LAVER OF MULCH WHEN IRRIGATION SYSTEM IS PRESENT. 11II11TI11_)III-III
=IIIIII=1111' IIIIII=
/ \ 5. SOAK EACH PLANT BALL AND 1 IIIIII=-IIIII=-IT ROOT CROWN T 1,1111OL,,
MTH �vro/TM STRAP
PIT IMMEDIATELY AFTER SYT //A//
EOMAuv SPACED^RO.D TREE , \ Rm.GRAD[ INSTALLATION. - ROOT CROWN \A�qH CA/�0�%/
a o i�R=`e .o A.S...SOIL 4o �
1=1me- 'II-IG ROOT BALL = SEAL -
I1=NA(I iuu_ ���;,s"_u11=uRm-flf B^«RLL A6=ffMDEO _ 042031 _
�M I IIBAL Er-60IL -Ii_
fROMROOrGROWx LAID=ililr=luq-loll�i--�- - MND IIITII=IIIIII�Illll ACCEPTABLE CONDITION UNACCEPTABLE CONDITION ; . `4,,
- -_ �,aui-luol-llu
-IIII IIIIIIIIIIIIIIIIJ!�lo Tell IIT-ullll _-_ (AS DELIVERED) (AS DELIVERED) �.y�NCIR 49
roP sa BM.' IIIIII= -- - -]J11111_ = _ OIL III (1-- /
Axo^xY RAIL/Pw6,Erc. -IIIIIInIIu-Iwn 0 TTv-
REMOVE aP 1E/ps�RE VARIES ALL D,A. 12 NOTE: / In 1
BASKET WHERE A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
RAISE NT BOTTOM TO SET ROOT CROWN TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
AT THE CORRECT HEIGHT.FIRM SOIL METER ROOT BALL. INDIVIDUAL (NURSERY).LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER ROOT FLARE DEPTH S
MARK GROUND LEVEL LINE ABOVE ROOT BALL IF CITY ARBORIST
1 TREE PLANTING (FOR SINGLE AND MULTI-STEM TREES) 2 SMALL SHRUB/TREE PLANTING 3 DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN,THESE TREES WILL BE REJECTED. (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)
vs- GENERAL NOTES: Os5" (1.6"TO 2.a')
00000000000000000000000
1. A GROOVE JOINT 1"DEEP WITH 1/8"RADII SHALL BE REQUIRED IN THE CONCRETE 00000000000000000000000
II 1.11
1 Y •• SIDEWALK WITH JOINT SPACING EQUAL TO THE WIDTH OF SIDEWALK,UP TO 10'WIDTH 00000000000000000000000
2. ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT INTERVALS OF NOT MORE THAN 45'AND 00000000000000000000000
MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB.A SEALED 1/2"EXPANSION
f JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 00000000000000000000000 0 0 (MP
•
3. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6"THICK. 00000000000000000000000
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI.IN 28 DAYS. �, (Ts"To z.a") (I1 5. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID. 00000000000000000000000 '1'6. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION 00000000000000000000000
/. �\
5 O
RESULTS IN A MAXIMUM OF 1/4"FROM FLUSH. 00000000000000000000000
11
�i/ v
00000000000000000000000
GROOVE JOINT IN SIDEWALK 00000000000000000000000
1/2"RADIUS i~6 I/2"RADIUS i~6 - O O O O NA
3''RaDIUS RADIUS 00000000000000000000000
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: Ft.
WIDTH ELSE CROSS-SI OPE .,,,'' I/8•RADIUS i • 3 WARNING MAT I/e•RADIUS 4'-0"MIN.WIDTH COVERED WITH DETECTABLE O O O O Z
1/8"RADIUS 4' 3" 1.56% n' a n' 6 (MATCH WIDTH OF RAMP) �\ \ �\
1/2"EXPANSION JOINT 5' 1" I.673
6' I-d" 1.S6R s <• :, 6 /z• ._ <• :. TRUNCATED DOME PLAN VIEW
1 1/8 TO 1/4' 7 Z U uj
I-
1.50%(2.00%MAX.) I~. NOTES: J LL
rc HTBK42 I-6 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR TRUNCATED DOME SPACING Q LL
PROPOSED CURB a GUTTER J
('-6•'STANDARD CURB AND GUTTER 1'-6" SPILL CURB AND GUTTER EMBEDDED PRODUCT. O W
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH,BUT NOT LESS THAN CI
ce}V a,
1 THE WIDTH OF LEADING TO BACK OF RAMP. 1.0
o r r
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. () W N
PROPOSED 4"CONCRETE SIDEWALK 4. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR I W()U
TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING 50,65%OF BASE DIAMETER H d 0 Z
• C SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT,DOME
JOINT FILLER DETAILS SHOWING EXPANSION JOINTS ORIENTATION IS LESS CRITICAL. 0 0!
-.IL-I5. DETECTABLE WARNING AREA SHALL BE BLACK IN COLOR. o D_'W=
I/O'" 6. MATS ARE TO BE RIGID WITH TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. �1, 0.2" Z a.co 0
TRANSVERSE EXPANSION J. DIMENSIONS PER NGDOT 846.06LL
LL W J J
C JOINT IN SIDEWALK °'9 1'4 w¢2
ly
TRUNCATED DOME SECTION I-v)
TRUNCATED DOMES 66 a o 61
N
4 CONCRETE SIDEWALKS 5 CURB AND GUTTER 6 PLAN AND CROSS-SECTION CO"c
PARKING SPACE PAVEMENT MARKINGS NOTES: - N o W
-y® W ® W © © ® © I. CUSS OR MEDIAN SIZE OF RIPRAP AND LENGTH,WIDTH AND DEPTH OF APRON w0 of FLARED 6Ecn0x •
w,lNt mv�Fda I•cacRMm 1-›-
ACCESSIBLE
PARKING REQUIREMENTS (MACCESSIBLE ROUTE) TO BE DESIGNED Br THE ENGINEER. �,� _•• o.w ON..nau -- wom Q~3 Q
(SEE NOTE 2)ROUTE 2' OF THE PIPE OR CULVERT AT THE DISCHARGERHOULD EXTEND UP BOTH SIDES OF THE APRON OUTET AT AND AROUND THE END MA%IMUM SLOPE OF •'mx- • ` VAT''' I"I¢HU
TOTAL PARKINGDED PACESMINIMUM NUMBER
NUMBER OF ' -ST NOT OBSTRUCT OF D A HEIGHT CULVERT
LEST THAN THIRDS THE PIPE DIAMETER OR
Ill MMu ..' LLJ6 Z
ACCESSIBLE
SBEL VAN ACCESSIBLEACC65EBLERED �'. �?: j.\�^�pp- M
MM� PROM SPACE QURED ES SEE STD.No CULVERT HEIGHT. ♦;\\`4' �\ ` O¢N IYT�
OF
50.09 FOR
t iO 25 I t DIMENSIONS_____ 3. SURFACE
SHALLBE NO OVERFLOW FROM THE END OFB APRON THE A �� mtvnrvrem cuu 0/\/\ Q¢FLL=
26 i0 50 ACCESSIBLE2 1 SHALL BE SURF CE OF THE RECEDERCUT O NG CH R (J
51 TO z5 3 1 _ ONEFOUT OF EVERY SAME APRON SHAALL(FLUSH)WITH OR TOE WALL AT THE DOWNSTREAM END. E +3�!\i�� ,M.RI , / O\ :- wT-,0_, Id T
THAT THE
z6 To Too 4 1 IXac6s a E EQuOF THE a�Nro OF THE APRON HrHErvBorrONEL u LL BE AT E `1y15;ji m H^ w D �: /� coxcxa,e c'\ 0 CO,c 2
5' 8' 8' 8' B' 5' e' LESS THAN BONES WIDTH OF THE RECEIVINGOCHANNEL APRON
MUM TAPER TO REC..°CHANNEL 51 7�� cum na ` \� ��6w^ r�u winLU m1 To Iso 5 1 REQUIRED TO BE VAN s �y:'L a U a
ACCESSIBLE,PER 5. ALL SUBCRADE FOR STRUCTURE TO BE COMPACTED TO 95%OR GREATER. '♦%� '' `j �I� 0
151 i0 200 6 1 VAN VAN p E ACCESSIBLE 5 6. THE PLACING OF FILL.EITHER LOOSE OR COMPACTED IN THE RECEIVING R .,.� .i"
201 TO 300 Z 2 (OPTIONSPACE
EI) (OPTION 2) CODE ATE BUILDING NG CHANNEL SHALL NOT BE ALLOWED. i_ �19_,77 �m W
umw
DI TO DD B WILL BE PERMITTED. IN THE HORIZONTAL ALIGNMENT OF THE APRON w0 Of APR.
TYPE 2,.,.,,e M,w RM,m gym, wmRR,•."IIW11
x u B\ Z o
wt TO 500 9 N BENDS DR CURVES MI w m RD�u .� O
3 (� e. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
- B 501 TO 1000 23 OF TOTAL ACCESSIBLE SPACES CD O PLACEMENT OF RIP RAP. PLAN eexrw mroI a n»uLLI
Q I IN EVERT 6 MUTCRD ♦ ^^ 9. Y DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL •,gym c LU r
1001 AND OVER EacH too AG t000 IN EVE.6 AccEs IeLE tz.6 NO MUTEDRESERVED MUST BEsTABIDzcD. O.SLOPE ,,,,, ..
M"� (/)
ACCESSIBLE SPACES _ TYPE 2A o T A
REFERENCE: SECTION 1I06 OF NC BUILDING DUDE PARKING I2.,B• PARKING M2z1B _ °w , i LL
o RESERVED PARKING aiTe ANY ouTI,:T La WI W2 .T Mm• iL A Air m�: ��/// z a
E . ALL Ns(Rz-BP R7-8,R7-1)SHALL BE MOUNTED AT z ® ...If,' TIME PEs n 60 3.z5 ,I.AR as I-6, c�F A Foil` �MIH. ' , .,,CONCPMm cows ¢ a O
€ FEET ACCESSIBLE BOTTOM EDGE of SIGN FADE(PER VOIN N). i • fEs a ELEVATION i�� a Q
IL BETWEEN°M DEIW"AM<°oBBURLD4NGEFATE N WHIC 5 FEET IFPE ECSTRrIANS PBER Oi ACC.IBL AXIMU fE6 N B' 3' Y Tt25 a5 ` `l/ \ w.11011",
�• Q CC (/w.
ExPECTED6r0 USE. C H LOADING E P NU.ALTM I2`9 50(see 6q 8.06 ak0 INC SEDIMENT AND EROSION CONTROL MANUAL' xATMRAL OWE •`lift,
' urcure ca Q
ONE
U REQUIRED2. IF ACCESSIBLE ROUTE IS A.ISED SIDEWALK THEN RAMPS ARE
T LOADING ZONE AREA.MAINTAIN MIN.AREA,
a WIDE CONTINUOUS SIGN e. o.. - - ry -.min Z m CPASSAGE.a ENAMLU T(mnt)SIO GRANT avrfa �� Q CC Q
°SP50 M s� � R .,.r H = a SCALE: NTS
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98 NCHES. ...I.'. 2 E�i,�S - ,w `` T w x 0 Q
= THIS DETAIL 5 TO PROVIDEGENERAL GUIDANCE OR PARKING lAYOUi AND girl
.mw.w'Mk
DESIGN;REFER TO MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES y\7, ..11,.�•�..." e r trHlcKxcs)"I o'Min. 71 /tea V. ....‹.(MUrMCD)UMS.DEPARTMENT OF TRNSP RTATIONAND NORTHLCAROLINA ACCESSIBLE PARKING AND BMG / \ ,,,, ,,""" 'FOR APP.°.INNF OF µORMATIONno EME BUI ry oD NOTE:H_x r flfc OwcrfR UDRm FILTER umxD urx of cuR. _ � ¢ DATE.
° SIGNAGE STANDARDS 8 RIPRAP APRON AT PIPE OUTFALLS MI"IMM SECTION a-a
...i 08/17/2023
TYPE 2A MODIFIED a-0L,tl.„,,„,
gDRAWN BY:
Z A 0ARAAAMA "ONN TYPE 2B JCG
CROSSTees
Q A""MArN. s sums Aso AAANJNAROMA sums I I A"
LIMITS FOR I CURB RAMP PROJECT NO.
SHEET 8 OF 13
848.06 22-256
SHEET NO.
SCO ID#22-25603-01 A C_7
a
1 I 2 I 3 I 4 I 5 I 6 I 7 I 8

1I 2I 3I 4I 5I 6 I 7 I 8
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NOTES: O UI E
1. A STABILIZED ENTRANCE PAD OF 2"-3"WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE If 11 ■■.I..`.KCUSS 1% ) I O J a o
THE CONSTRUCTION SITE ONTO A PUBLIC STREET. _MEI ENE MEIN
1, }I II I .,.,RhT W O1 q
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. _ FILTER FABRIC ;,," V.- - . I I • 1.rr.r::.:.;, } m m
z THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT WOVEN FILTER FABRIC `-' '11 rtTER T +� - 12 RR tl.l U i(
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING OATH ADDITIONAL J0 E -• �• �(MLopT poll ASTI > Z rn
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. STEEL POST EL PO �W FlLY SVOP _ • /� 2
n i&Pl f n x I I"n x n II T=x 1 1:';i.3: :•
a
4. ANY SEDIMENT SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. IHII II-R II 1-B Il If II.11
k �IIIII W=W=W�11=11=W=W�11=W=11HW =11=111=W =11=111= _= u II-il ff i r-11 II II IIT If I II N=11 1 I �^-°' (n
W� 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT POOR TO ENTERING A PUBLIC STREET. -III- =W` IslTmllaq IIR+I Z-I-11=11=II>•11=1� Il�llr�L xx?I __
hgII III III=11 II�II III=11 II II III-II II II III=11 B'-II II 9I xTAN1'x.If 11-11=x a x. TIAWIIT1I-x-kII-II. ,��I --
lI�II III 11=11 KIIC�11 III=IIIIC 11�11-Il�llbll�ll II�IICN -11 ANCHOR PACT '-'11 -'.wI1-=*==11 II II =11=II H II IFT tl 1-4 II-I-
�II iT- i l� III - - 1C BACKFILL TRENCH �,-
II T IL�T AND EXCAVATS TRENCH
=�I=x=n ii- u�¢�n n-n n-I
GENERAL NOTES: 1 a W
50'MIN. 1
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32•IN WIDTH AND SHALL HAVE A
PUBLIC STREET MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE Is TO REMAIN FOR A PERIOD OF
EXISTING GROUND'-�� MORE THAN 30 DAYS.
\ilk!ril
II- SOIL STABIT TON FABRIC 3. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL MAINTENANCE NOTES:
UNDER 2'-3'WASHED STONE TYPE.
I. FILTER BARRIERS SHALL BE INSPECTED BY NE FINANCIALLY RESPONSIBLE PARTY GENERAL NOTES: WLNTENANCE MOTE$:
4. TURN SILT FENCE UP SLOPE AT ENDS. OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
E 50'MIN. f PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 1. SEE ENT FILTER OMRLT SIMI BE 1B INCHES Hui BUT NO TALLER DWI 18 INCHES. I RiIR woos SHALL BE IISPECIED BT THE FHMRALLY RAOPONSID E PARTY OR
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS E, x15 AGENT IWrvort Y AFTER EACH RY*ALL ISV.4 Lust DAILY pURNG 1111jt
ADJACENT TO SWIM BUFFERS.STREAMS OR WETLANDS (REFER TO SWIM BUFFER 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END 2. CUSS 1 OR 0 R1P-RAP BE
USED AHD CD5EREO ORB PINCHES Or NCDOT ES OR PROLONGED PNMALL.ANY REPAIRS HELM? NN SHALL DE MADE EDLATELY. LL111
GUIDELINES).THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,THE EST WASHED STOKE EN THE UPSUIPC SCE. \2. THE STOrIC SHALL BE REPLACED PROr�I'-Y K1FR INY EVENT THAT HAS CLOGGED
`vv'(H C4R0'0„
15. W ENVIRONMENTALLY SENSITIVE AREAS. FABRIC SHALL BE REPLACED PROMPTLY. 1 POSTS SMALLW.BE NO W TRW 4 ITET A RAT. OR R 1L0AE R. � F 0..' ESSjo !I,:�
-1` 6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.HALF A SITE WILTS AT ANY FONT SPILL CONCENTRATED FLOWS MC NITICIPTFD MD T THE 3. SMOAK DEPOSITS SHOULD BE REHOED WHEN DEPOSOS REACH HALF TIE HEIGM IQUO �T'
_ �Y �^ N THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE pRFLTpI W'llC NSPfJ:idF. Or TC DARKER. ANY SEDREM DEPOSITS Mum.'M%A'E'VIOL TIE Y1 -
'•' T U J. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 5.62A NORTH CAROLINA AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE FENCE 01JRLT 6 MO OM SHALL e<DRESSED TO CpiCRE TO INC pVShIC SEAL •
_
• „qN GRADE,FTT�AR[D MD SEEDED. - -
DO NON AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. EXISTING GRADE,PREPARED AND SEEDED. 5. ONE ALIVE YWWY auwGE ARES PER OcuLRE _ 042031 -
_L _ _ ,f m 6 AREAS OOT F CONCENTRATED FLOWALL .FLOW.E ACROSS STREAMS,DITCHES,WATERWAYS OR OTHER y,�C]I-;�`NG 4'•
/ay'lAS9 tII III \L
STABILIZED CONSTRUCTION ENTRANCE 2 TEMPORARY SILT FENCE 3 SILT FENCE OUTLET
GENERAL NOTES:
GENTLE SLOPES STEEP SLOPES
100 lbs/acre tall fescue RIP-RAP,10-INCH D50
SEEDING 30 lbs/acre Serie. lespedeza
/
MIXTURE 80 lbs/acre of tall fesue (unscarified after August 15) TEMPORARY SEEDING FOR WARM AND COOL SEASON
10 lbs/acre Kobe lespedeza GEOTEXTILE FABRIC
D FALL:August 25 - October FALL: August 25 - October 15 EARLY SUMMER SEASON STEEP SLOPES
Late winter:February 15 - April 15 Late winter:February 15 - April 15 _
7w
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add -III- I i w I
15 lbs/acre hulled Bermudagrass 15 lbs/acre hulled Bermudagross SEEDING I-III-I -I 1 1=I
DATES 40 lbs/acre of German millet 120 lbs/acre Rye (grain) -III_
Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded MIXTURE 80 lbs/acre of tall fesue 80 lbs/acre tall fesue -I11-III-III
1=11111111 I- u 1=1 11-
tall fescue is very effective. tall fescue is very effective. p l�p l�
=III=III=1 I I=II I-11 I-I 11-III-1 11-1 I I-111-I I�11= o
May 1 - August 15 October 25 - December 30 I-III-III-III-I 1 I-III-I I I�I1=1I1-III-III-III-I 1
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000 1-1
AMENDMENTS lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10 -III1I1E111-III-111-111111-11-11-111-111-1I1-111-
fertilizer. fertilizer. SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15, 111-1 1 1-1 1 11 1 1-IIII 11III-III-1 1 1111-11 1
DATES
add 50 lbs/acre of annual Kobe lespedeza. III=III=III=1 I 1=III=I I 1=III=I I L
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent Z 0LU re
NOTE 1 hydroseeding. hydroseeding. J U.H
Ground Cover--Protective cover must be established on all disturbed areas within 21 calendar days
s after
land disturbing activity is completed or has temporarily ceased. NOTES: W rn
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000 Q>U
1. ENSURE THAT STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST U I-W N
NOTE 2 lbs/acre limestone and 750 lbs/acre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-1'; THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED.
Graded 510 es and fills--Protective c must be Established o all AMENDMENTS 2. KEEP EDGES OF STONE OUTLET SECTION FLUSH WITH THE SURROUNDING 2 W U U
p aver n graded slopes and fills within 21 calendar days after fertilizer. fertilizer. GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW. I-a 5 z
a phase of grading is completed or has temporarily ceased. Ce O W
O Ce W=
Zara t9
u_
C W J W
O I-QQ
SEEDING SC-EDUL_E �N�.
SEEDING SCHEDULE (SEASONAL) 6 SEDIMENT HAS N SP LLWAY o En°,-
PLAN VIEW OFF SURACE 3DAG
' SKIMMER SEDIMENT BASIN OF SURFINLET ACE AREAURI
ARM ASSEMBLY - DESIGN CRITERIA INLET ZONE 25%
GENERAL NOTES: ,^
DRAINAGE VJ
//��\ AREA <10 AC. � of SURFACEOE SURFACE MRN 1 224I INTO SOLID GROUND.LEAST Q
OF (ACRES) EMBANKMENT OUTLET TO
W� , "C"ENCLOSURE
MIN. INFLOW 2. USE STAPLES E APART Q
'^� '� LENGTH To 2:1 STRUCTURE _ F lilliIll TO HORIZONTALLY
ATTACH THE POROUSICALLY 1"'
WIDTH RATIO 10' W / Il11 MATERIAL TO THE WIRE FENCE. IX WATER ENTRY UNIT Y+ rely_ mnm IliPI1 1 7"r 'Iill X �11r
PERSPECTIVE VIEW MP ) _�_�� � NOTES: l/'I I P l I iE 1 F �l'j%i 1 3. MINIMUM BAFFLE SPACING IS 10.
1. REFER TO SOW A lF 91F I F F rll EQ I t' X 4 THE FLOOOUTR OF
THE AND BERMS 0
LENGTH TO 6:1 F I=/1 11/ 1 I U
WIDTH RATIO NCESCPDM /11#6.64 ! 1 /,I �7'
PVC VENT SKI • I/p�I II IS BD 9 SHOULD BE SEEDED IMMEDIATELY = II. IX
PVC ELBOW PIPE SCHEDULE 40 DEWAT' SECTION ADDITIONAL
.'4IZI 1I1P II 1 I AFTER THE BASIN IS
PVC END CAP -PVC PIPE MIN 1800 AVERAGE AREA. - FOR ADDITIONAL / 'I-I �pI11/I II GE. L E.
VOLUME (CU.Fi. WIDTH w DESIGN III"/ ,'M1 F
PS CONSTRUCTED.
EMERGENCY SPECIFICATIONS • / PP1PFL _ % 5. REFER TO NCESCPDM SECTION AL
VOLUME
PER AC. .•Prr I)
Ce
' _ DISTURBED) .AREA OF BASIN WATER M SPILLWAY REGARDING / 11$.1fr y REFER
#6.6 FOR CESCP M
3 I���I� ��.`1 WATER SURFACE �•r\ �. SURFACE AT TOP OF PRINCIPAL SKIMMER SEDIMENT SPECIFIATIONS.
to
O B ���r1�1���" 32s SPILLWAY ,iw Irv. BASINS. / / Y4.34,,,,YNu Ili
Ill V
p 1�591.p.1 , PVC END CAP ' SURFACE (so,FT. `- 2. REFER TO BAFFLE / ?L $OLJ
REDUIRED NG/C PIPESCHPL ` QIO) CROSS-SECTION VIEW BAFFLES I I \ J'�eT C I 0. O
N 1 2"HOLES IN W=5'MIN. D ♦_♦��
1'FREEBOARD- -" .- EMBANKMENT T N a v!
UNDERSIDE 6"MIN. INVERT ELEVATION
Q PVC TEE ��. PVC TEE PLATEORIFICE INFLOW OF EMERGENCY SPILLWAY X = O
PLATE STRUCTURE BAFFLES T=1.5'MIN. \ / N
LET 4-0"MAX.SPACING - X��x/ LL
CCCC Z=5'MAX. -"�
2 FLEXIBLE T (TYPICAL) POROUS MATERIAL
O IA
HOSE DEWATERING T (COMBINEDM �cdzTE MESH s STEEL POST 1 /A
/,. ZONE I<2'MIN. COCONUT LINER OR
\/�
U EMERGENCY , EOUIvaLENT). FLOW ,,.
c FILTER FABRIC SPILLWAY 13
8.2 61 TRENCH n SCALE:
END VIEW SEDIMENT MOUND RIP-RAP ANTI-SEEP COMPACT EEESc[AND
FRONT VIEW STORAGE ZONE AS PEDESTAL OR COLLAR NTS
ur ( - OFaBRIC BURIEDTRENCH
En APPROVED EQUIV.)
SKIMMER $ 9 FIT)I 1_ � Try DAT08/17/2023
SKIMMER SEDIMENT BASIN BAFFLE INSTALLATION
r - DRAWN BY:
Z. A JCG
N
cc: Jonathan
signed by FINAL DRAWING-RELEASED PROJECT NO.
Jonathan Jonathan Cory George FOR CONSTRUCTION 22-256
NCory GeorgeD:25:123-0500
c 09:25:13-OS'00' SHEET NO.
SCO I D#22-25603-01 A
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1 I 2 I 3 I 4 I 5 I 6 I 7 I 8

1 I 2 I 3 I 4 I 5 I 6 I 7 I 8
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NOTES: GENERAL NOTES: Z U 2
GENERAL NOTES: 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. LiO i�
F 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. UNIFORMLY GRADE A SHALLOW Z O
1. RIPRAP SIZE TO BE NCDOT CLASS B 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER. DEPRESSION APPROACHING THE Z E
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE AND/OR CLOSE OUT OF GRADING PERMIT. INLET. U) K l-8
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES MD°
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). J a o
OR CHANNELS TO SLOW VELOCITY OR TO CREATE 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS AS LONG AS STORM DRAINAGE IS NOT IMPEDED. 2. INTODRIOE 5-FOOT STEELOSURROUNDINGPOSTS FEET -
THE GROUND THE W m g
SEDIMENT TRAPS. INLET.SPACE POSTS EVENLY F 4'MAX. uj m m
p 5 0ASHED STONE AROUND THE PERIMETER OF THE 19-GAUGE HARDWARE CLOTH IJ,I 0 i<
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE ''-a how. INLET,A MAXIMUM OF 4 FEET ()"MESH OPENINGS) Z m
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE APART. CC 2
DOWNSTREAM DAM (SEE DIAGRAM BELOW). 1I ---
r�♦ GRATE 3. SURROUND THE POSTS WITH WIRE
,...)< 92 ri•%' •. a W GRATE MESH HARDWARE CLOTH.SECURE •'i" ,- a
�4 IN�n�JA.VV�I- C REBAR FOR BAG - THE WIRE MESH TO THE STEEL ••••••••••••••••••••••••••••••••••
}'•. •+•a`V��tw.: tR - REMOVAL FROM INLET POSTS AT THE TOP,MIDDLE,AND ,'
- cuss e RIP RAP ,.. ..- •` •�i. IIMINIMIN<MINIMINI,g1 NCDOT#5 OR#57
ii
BOTTOM.PLACING A 2-FOOT FLAP
,gym• fi sit • ayj y, i ' WASHED STONE •• ••• 2'
III_I_III_II�I_II MAXIMUM $PACING _B ji�i�ri�+�}�•1��►7�ii��Pri., AT GwT RES1PA Nr i1 I�' OF THE WIRE MESH UNDER THE 1111111111111111111111111111111111111111111111111111111111�111
It.
6-
=III_III=III_IIIIII-111-- _ x ro e 1 �' RECOMMENDED.ANCHORING IS
ExPANs oN - L A W
II.III_11=_ _ _ _ - �` FILTER BAG \ t- .tit::•_ X 16"MIN.
III-IILIII-III_ p p 4. PLACE CLEAN GRAVEL(NC DOT#5P. - N
p ti f p DUMP LOOPS OR#57 STONE)ON A 2:1 SLOPE
AND B ARE AT EQUAL ELEVATIONS 1
-s MIN. CROSS SECTION ^ . ^ WITH A HEIGHT of 16 INCHES ----T-
A
AROUND THE W1RE,AND SMOOTH TO
AN EVEN GRADE.
cn
ii
1. - _ 5. ONCE THE CONTRIBUTING DRAINAGE NCDOT#5 OR#57 2'
E DROP INLET AREA HAS BEEN STABILIZED,REMOVE WASHED STONE :ICI
11IIIIT11=
pACCUMULATED SEDIMENT,ANDIla _ 1 I, • ^ ESTABLISH FINAL GRADING FILTERED ;011,..:.:7
m,,, T�11_'h _ OuILEr ELEVATIONS. WATERARO�,.SS/D 6. COMPACT THE AREA PROPERLY AND 3-i-'2.2i2 _ O''1•p- ^ STABILIZED IT WITH GROUNDCOVER. ti
11mu_o�- •.. Aiwo
�,y M fLTER CLOTH °^ IIIIIIII = .` SEAL ",.
y R (I I I I I I I I _ 042031 -
PLAN SECTION INSTALLATION p s P.`"
HARDWARE CLOTH AND GRAVEL
1 TEMPORARY ROCK CHECK DAM 2 SILT SACK INLET PROTECTION (DROP INLET) 3 INLET PROTECTION a_
g5 WASHED STONE CLASS I RIP RAP
6-MIN.THICK x 3'HIGH(MIN)
DW
�
�\ \111 Il ( il i
1r'(3a n
m) CHANNEL �\\ " JL u;PPL
INSTALLATION
-
4(lam)
DETAIL ~ manj 6 PIPE DIAMETER MAX. o
(15cm) (IIIIIIII ilII11I111I111 n u �t�� II� be an lam) / >
II II .. II II.,r l JL.l[)\ r (15em) ( t.Prepare soil before installing rolled / I
1!,o-ail. II-1 III_�- II erosion corm s.ryaproduct Gabon(REC f
t1_B"- '1L�j�=J L=� muudirlg anv necessary application of i. ::::::'.7:417;i'f5RM.i.,.'kj*7.,'Zg'''''
O •r 1=111!-11:-I Ilene.feat th,and aged / / I 1 1 I I I' \ \\
O Begin al IN seed
re channel by
anchoring the RECPs in a 6115cm) �M
deep X 6•Il5cm)wide trench CRy
(15cm) approximately 2'130cm) of RECPs PERSPECTIVE VIEW o
Zn 5„ extended beyond the upslope parkin
of Me trench Use
e.mat at the
• ••``1-........ \ ••'•• I5-129em1 ch nnellculve4 04>,>sMsuPPlemntal Z
•' ` 1.\ scour protection as needed.Anchor the
T \ RECPs who a f staples/stakes 5 WASHED STONE
. \ 1 `\ 1 _ - :; appoxmately'To ) pad n re GENERAL NOTES r F3. CUSS I Rlv RPP
1 1 men of rho WB B kfi and W
(10.15 ) III.•••• T\\ ••• 'T'T'-�1p pact the trend) ftestapling.ApDly 1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO S EO GRADE a U W
h* \\ I 11- remaining
d dfadre PROTECT EXISTING PPE INVERTS THAT DRAIN 5 ACRES OR LESS z
III l T \ \(,l, ,\X © ��7I� rema ee 12'130 I potion of RECPs 2 DIMENSIONS SHOW RE THE MINIMUM ACCEPTED UNLESS �M f = -I l'fif J LL~
1 hack over the se.and compacted soil. N A = Z
a"ye++?tee"r II, 1 I r t - , Secure RECPs over compacted nil OTHERWISE NOTED. 'Op il 0 O W Daj
V 1111 II 11. IF \ with a row of staPleslstakes spaced 3. CLFANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM \ M I U AO
' II=I1 il,1'' �p�� \\\ widthapproximatelyfthR 12 p me HEIGHT " WraY w, e4A•s.- Q' U~W Cvv
F•• 1i�0�* V4 width of the U
- ��"`„�` Off"""``" \\ • 3 Roll center REGP d ti I ter a. MAY BE USED AT PIPES WITH MAX.DIAMETER OF 36". =W-U
.FA,��`1k ` �"44.41 'j \, ••'•• flow in center
of channel RECPswill CLEANOUT ELEVATION(SEE NOTE 3) -�I D II H a 0 Z
8Y< `�`�0`�� ..r, \0�0�����0�0 \\�- unroll wim appropriate side against
"'�• ``,``141k f' 1,""`o � l surface All RECPs must be -
I l ,����V.:[� �\ .• very fastened to sal surface by
OIYW=
zam0
""`,""` ," \\. •I rLI placing stapledstaks n appro.., U-W J W
`0`0`"0`� `` I III loGahans s shown n the staple pattem GRAVEL AND RIP RAP FILTER BERM BASIN o a J
C �ou 1 11 III IIIII_I II✓ 10 6 6 III III§ \ III I I 4 Place consecutive RECPs endover-end 6 W,2 ix
6" = 11=11 B i1 II .11 III n ) III III III- (Shingle sryb)with a4'6'overlap Use NOT TO SCALE 1-co,-
(15cm) 1= 1 II d-11 -II k,II 1 II 0ll I III III III I I a double cow of staples staggered 4• W a N
'I II II II RECPsand 4•on center to secure H O Cd
n-h-n. ... 1 III III III III I�I I�I I�I I Full length edge a RECPs at op of s de O �'"
la - [I, ill III III III III III III III III III III III I I I�I I�I I=II slopes must be anchored with a row de
staples/stakes approximately'moan) Jonathan Digitally signed by
apart in a 6•(15an)deep X 6.115an)
Jonathan Cory George I.IJ CRITICAL POINTSwide rafter.Backfi.l P.canpact dye
A.Overlaps and NOTES:' trench afterWEEPliug.
pd W 'Horizontal A staplee spacing should be 6.Adacea 0>> must be overlapped Cory George 09:26 052023.1CD 2.12 _
B.Projected Water Line secure
if necessary to allow ng staples toel approximately 2•-5• oel an)
09:26:05-OS'00'
C.Channel Bottom/Side Slope Vertices ecure the critical points along the channel (Dfpfenddi,g on RECPs type) and J
`A A surface. flow Q
\/ B B 7 Istaphigh
e�h sl channelrem mm00el�eea x�30 ;5 R L
/ /c \� o In loose ngtl s neaiter l the use of staplemay to 40 foot(9 o 2m)intervals s.Use d F.
((( stake lengths greater than 6'seDUle may double row of staples staggered
be necessary to Properly secure the over
apart and 4'(locrn)on center Qcc I w
DrawingNot To Scale RECP's. over entire width of due channel. 0
8.The terminal end of the RECPs must be
anchored wiry a row of staples/stakes 1,1
NORTH Disclaimer: approximately 12'(30c.apart in W O
AMERICAN The information presented herein is general design information only.For specific applications 6•(15cm)amp X 6115c1n)wide trench. I A
GREEN consult an independent professional for further design guidance. BacIMII aho compact the trench after
re
5401 Na.Wendel-Cyelhiana Rd. PH:800-722-2040 s plug. LI
Poseyville,IN 47633 mm'w.nagreen.com I Drawn on:5-0 1" J 0
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CONCRETE SURFACE(4,000 PSI) ASPHALT SURFACE A
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STABILIZED ABC BASE COURSE. DATE.
STABILIZED ABC BASE COURSE.
COMPACTION REQUIREMENTS GEOTECHNICALREQUIREMENTS
LUENGINEER 08/17/2023
a BY GEOTECHNICAL ENGINEER
Z A COMPACTED SUBGRADE(98%STD.PROCTOR) COMPACTED SUBGRADE(98%STD.PROCTOR) DRAWN BY:J CG
CONCRETE PAVEMENT SECTION ASPHALT PAVEMENT SECTION PROJECT NO.
h FINAL DRAWING-RELEASED
',I FOR CONSTRUCTION 22-256
SHEET NO.
.17 SCO ID#22-25603-01 A C-9
a
1 I 2 I 3 I 4 I 5 I 6 I 7 I 8

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oPOFFILL , OP OF FILL oEePFILL oN FLEXIBLE PIPE oy 'A W N
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nor„m.,g„_ __r- = WQa LLZ Diameter nil mum cover Bound IGa 1M18imumted Steel P Height OfCov'rr(feet) Diameter Minimum loverruO12 12 l Ge)Y16imue Height 12f Cover(feet) WQaLL= W Z 52
F12 12 204 2g - —
- —�-�N"iA s vucio " .- - _- _ F r O W 15 12 1162 204 239 15 12 198 123 174 224 275 r O W • O
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._.. - 1,L,./ a PRIOR Ta - - •f-I,,IPIPE IS PLACED 8 12 135 169 18 12 81 02 144 187 228 LL J
f - Q Q
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±1. PLACEMENT OF a TYPE 2 L:' PLACEMENT OF coN¢O Q 21 2 5 45 204 21 2 69 87 123 60 195 2 p Q 0
_ _ OEoiexTl LE _ FILL 2 AN„¢ 20 12 100 128 178 24 12 60 78 108 139 171 z CO. ,-o
N T na''n�_n l'-Ix�- .0./�MIN. •
_ �,_I•__ cum pg a,� 30 12 78 100 142 27 12 67 95 123 151 m H m O1
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1.0./6 MI I n_„ r"OxTnx a ,u ,n_ _ _ _ W O 36 12 65 83 11] 152 180 30 12 60 85 111 136 W 0 U x g
42 12 55 ]0 100 130 36 12 50 )1 92 113 I.I.I
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BIR-NOT 48 12 48 61 8] 113 139 42 12 60 ]8 96
x I 56 12 54 ]] 100 123 48 12 52 68 86 O
NORMAL EARTH FOUNDATION Roca ROCK FOUNDATION As DIRECTED BY IR. a.R.A B 60 12 69 Bo I11 so 12 46 50 74
ENCR MORE THAN 2sUNSUITABLE MATERIAL FOUNDATION 66 12 81 100 60 12 50 62 U)
PIPE IN TRENCH 72 12 74 91 66 12 51 U)
Top OF FILL rap OF FILL our of FILL ]B 12 81 72 12 41
Z 84 12 69 Z
O - O
I.M ..FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO Q I-I�_ x - H LL1 ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. LL1— J JMix.a.o mum LINE MIN.0.0. YIN.0.0. .N= REFER TO THE OLLIXYING FOR PIPE SPECIFICATIONS HOZH QW— ,� CSP PASHTOFM36 3F -,
GEOTEKTILE
E -. co y W HDPE - •(Minimum fill) 2'for pipe diameters>-12.and 1 60" CARP-AASHTO M196Q H mGROUND LINE 00,
� O- `- _ - - - - — -TYPE ORMER LIB �- j -'=n- 0= 0H •(Maximum fill) 20'fOr pipe diameters s 24" HDPE-AASHTO M296 0= F (1)::1:4N
-, , -,_„.-,'""'" --PIPE 'MOS =, 1 Q IN a lY for pipe diameters t 30"and 80" PVC -ASTM F949 or AASHTO M304 Q(..M
L TUrW _P-,J=,•-= FILL
M OF - _ - - •- fi�� O a PVC - •'(Maximum fill) 2'for pipe diameters>_12"and S 36" NOTES:FILL HEIGHTS RIDGE WERE N SPECIFIC USING QQ 0
Eo xo LEss x x s O.e.•x MIx.o.D. MIx. .. BY ENGINEER Z 7 '(Maximum fill) 30'for pipe diameters?12.and<36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS Z I„I W
-a'6 PRIOR TO l �12P pE D Q d Q 1'MINIMUM COVER FOR ALL SIDE DRAIN PIPE H f3. \1MMMM////
•FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
FIu xT oFE NORMAL EARTH FOUNDATION ROCK FOUNDATION MARE THAN 24 x"" 'U. _ TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS Y U. J o n a t h a Digitally signed ,a`Q-SHE RD(��i-
PIPE ABOVE GROUND MAR
'UNSUITABLE MATERIAL FOUNDATION DI itall
GENERALNDTEG. o c RIGID PIPE o el LL by Jonathan =�°F °�i•
I.D..THE MAXIMUM HORIZONTAL Q O PCP- •(Minimum fill) r for class Iv 3 CLASS v Q. n Cory Cory George - SEAL : --
cc
0 o TIW MAXIMUM HORIZONTAL IDUTsi11 000.uenER DIMENSION. BEFM PROPER Y SpaiwtixE 0 PIPE"0 Rix AT[FAST 3 FEET OF APPROVED wTF81AL. i 2'for Class III 8 Class II REFER TO THE FOLLOMING FOR PIPE SPECIFICATIONS CC F E : 042031 _
.. L W (Maximum fill) 10'-class II RCP -AAsxro Mn0 W Date:2023.12.12 .�`
'( ) pipe ..F ?:
" w PIPE TO THE TOP ® ELO s RlxctmE. xIu CLASS III OR cuss II, 20'-Class III Pipe George 09:26:55-05'00' =9y''.NGTO!.:.e,
OF THE EMBANKMENT AT THAT POINT. 30'-Class IV pipe
PROVED SUITABLE LOOAL MATERIAL ABOVE SPRIND'LINE. OW-Class V Pipe //,...I...."1a
OM TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE SACKFUL. J ue000nURePO easm wnemmuL NOTES:FILL HEIGHTS SHOWN WERE CALCULATED USING
PE 1 I•F"" `-"1 (For fills 40'8<g0'use LRFD Direct 02sign method) AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
I' > F SEATING AND BACKFILL WILL PIPE F-.-..•N WIT"TYPE 2 GEOTE%TILE AS DIRECTED BY TIE ENGINEER.vr.....:". SELECT MATERIAL CLASS V OR VI FOR FOUIMATION CONDITIONING.ExupsuuTE SHEET 2 OF 3 •FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPESHEET 3 OF 3
-- 1' COVER FOR ALL SIDE DRAIN PIPE
ACCOMPLISH
""B" ° " '°"' 300.01 TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 300.01
1Y2"CLR. p
W~ I
1 44"RAD. QQ F Q
•
V V n m LL�a z
` 2 3"%Le THICK OOQZS
D ' - At 3 ROUND OR SQUARE Q Q LL S
J CUT WASHER QUSO�
2-HEX NUT N.0..<
12" 12„ Lo 6„ L . 1-1
m a f
vl
f DETAIL OF HANDLE .1 o� I
W~ 112"CLR.
'Al' 03 BARS"X" j 1p"
CLR. EQUALLY SPACED CLR. Z
F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" N 6
AND ALLOW HANDLE TO MOVE VERTICALLY. Q
PLAN r co
PRECAST OR CAST IN PLACE TOP SLAB 1e, OLL
ci_ F 1"PIPE SLEEVE X 3"LONG. V'
X4 BARS"Y" HANDLE,-1"PIPE SLEEVE 3 V LL Z C)Lu
PART SECTION co 1—a n LL 1-
THRU COVER SHOWING HANDLE 0 O O W
ce L 03 BARS"%" � =F¢ LO UN
EQUALLY SPACED 11p"CLR. H=I- H 0_5 Z
SECTION V-V X4BAR "'dN 0Cew=
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C • o : F LL
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N Q
X4 BARS"Y" _ ♦... ¢W LU i_20'
01.CLR. - 111"CLR.
EQUALLY SPACED C I a' I-1n N
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TI DOWEL
SECTION W-W 111
SHEET 2 OF 2 W
840.04
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B SECTION G-G I 1'-n1z„ 1'-a11��H F� C W Ce
o PLAN OF FRAME = I-
1'-TW" 1'-7%" CAST IRON o a 0.L
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PLAN OF GRATING 0 r a
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SECTION H H - 66 Q== DATE
a 2�" � �� 2 " I -I�� op..
DRAWN BY:
08/17/2023
Z A 3'-1�4'r N 2r_19.rr N N O CO
WO
4 Q
3r_6" 2r_Brr CC
LL PROJECT NO.
h FINAL DRAWING-RELEASED
Iu SECTION E-E SECTION F-F 22-256
SHEET 1 of 1 FOR CONSTRUCTION
840.16 SHEET NO.
9-7
SCO ID#22-25603-01 A C-10
1 I 2 I 3 I 4 I 5 I 6 I 7 I 8

1 I 2 I 3 I 4 I 5 I 6 I 7 I 8
(1)GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH I EQUIPMENT AND VEHICLE MAINTENANCE COMTE CONCRETE WASHOUT UNIW
CC
THE NCGOE CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles ende equipmentprevent f fluids. sessorser WITH LITER --� {.j.j `e
Implementing the details and specifications on this plan sheet will result in the construction quipmen dischargeo z o
2. Provide drip pans under any stored equipment. Pa I of 5 activity being considered compliant with the Ground Stabilization and Materials Handling .��`jq..,.,e T:T T, Page
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the _ ,/' ry h
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The ;I"1; i i» p rt( DEMLR Monitoring Fort Rev.07012020 (Id (7 «
permittee shall comply with the Erosion and Sediment Control plan approved by the project. =aa.L' :.i■tM - airy
delegated authority having diction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as we"� ,--x-�1 aZ coca,• F W d-<«
g gjuris ti INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000 i
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). W O
F 5. Remove leaking vehicles and construction equipment from service until the problem Rom`""' tom uom•�• AND SELF-INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S.113A-54.1 O e Z�rm
SECTION E:GROUND STABILIZATION has been corrected. m N F
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products mg "�"m ��- ___-__ L '§
quir Land Quality or Local a o
to a recycling or disposal center that handles these materials. Project Name
Stabilize within this a.a�- � w" Program Project/Permite, 0 0 W o;_
She Area Description many calendar Tlmeframe variations %""1 GRp4E M4R1'"aTM re,°r "aOYiea'6.Y'lY1""�""a Date of Plan Expiration Date, r
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE I Approving Authority la Approval if applicable z m 1
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. NCG010000 Certificate of SC> p
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS Coverage Number Date of COC Issuance
wales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. 9
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local Coverage under the NCG010000 permit must be renewed annually,if issued after April 1,2019 until Notice of Termination is fled and approved. fn
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. I
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
(c) Slopes steeper than from upland areas and does not drain directly to a storm drain,stream or wetland. additionthe mixer and associated materials on impervious slopes are 10'or less in length and are place barrier and within PART 1A: Rainfall Data PART 18:Phasels)of the Plan
3:1 7 not steeper than 2:1,14 des 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. W
days are Rain Amount(inches) Check ALL applicable box es that apply to
allowed provide secondary containment Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.Ilan pp ( ) PPY X
-7 days for I ter than 50'in 6. Anchor all lightweight items in containers during times of high winds. alternate or product is to be used,contact your approval authority for Daily indicate
with
If no rain, completed dcurrent phases
ays o dopes Brea M indicate witha zero N length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two Initial installation of erosion and sediment control measures
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. Clearing and grubbing of existing ground cover
(d) Slopes3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk T Completion of any grading that requires ground cover \044001 Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or
-10 days for FaIIs Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must W Completion of all land-disturbing activity,construction or development
Is
perimeter • be pumped out and removed from project. Th Permanent round cover sufficient to restrain erosion has been established
-7 daysfor dikes,swales, PAINT AND OTHER LIQUID WASTE 9
p6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
E (e) Areas with slopes ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. F
14 -10 days for FaIIs Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface can be shown that no other alternatives are reasonably available.At a minimum,
flatter than 4:1 there is zero slope waters unless no other alternatives are reasonably available. Install protection of storm drain inlet(s)closest to the washout which could receive Sat(Inspection Optional) �,,Isi1111f1L
spills or overflow. `x ZH C'4R0,xx'%
Note:After the permanent of construction activities,an with tens 3. Contain liquid wastes in a controlled area. Sun(Inspection Optional) `�Q.. C
permanen v areas as temporary 7. entrance pad in in tofthe washout
diarea,on level controls
m and be install a stone O!'FESSj�-,Gy
ground stabilization shall be converted to permanent ground stabilization soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the _�=;'Q-O 'Ly':9�_
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. Are there any site or project conditions that limit 4 SEAL C -
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project completion of inspection?
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location. P p 042031
PORTABLE TOILETS If yes,explain conditions and areas of site that were
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit inaccessible. F P;'�`
Stabilize the ground sufficiently tie that rain will not dislodge the soil.Use one of the 1. nstall portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural '�'NCINE :
streams or wetlands unless there is no alternative reasonably available.If 50 foot components follow s when no longer functional.When utilizing alternative or proprietary 4
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place ca
products,co pmofthecconcr'se work,ions. y lit is
` Temporary Stabilization PsrmnnemsbNlbatbn on a gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and ackifess foot traffic areas. caused byremoval of washout. Page 3 of 5
•Hydroseeding •Geotextile fabrks such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. DEMLR Monitoring Form Rev.07012020
•Rolled erosion control produces with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit.
•Appropriately applied straw of oiler mukh •withShrubsmulch
other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES PART 3A:EROSION AND SEDIMENTATION CONTROL MEASURES:Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN 24
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label p
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. HOURS OF A RAINFALL EVENT EQUAL TO OR GREATER THAN 1.0 INCH PER 24 HOUR PERIOD.Add rows as needed.
sufficient to restrain erasion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least Erosion and Sedimentation Control Measures Date
2. Store herbicides,pesticides and rodenticides ingredients
icides in their original containers with the
•structural methods such.concrete,asphalt or 50 feet away from storm drain Inlets,sediment basins,perimeter sediment controls Inspection Previous
label,which lists directions for use,ingredients and first aid steps in case of Inspected Describe Actions Needed
retaining walls and surface waters unless it can be shown no other alternatives are reasonably Date Aetlon(s)
•relied erosion roMrol potluck with grass seed available. accidental poisoning. Corrective actions should be performed as soon as possible
Measure ID or Location and Description Reference(s) Operating Observed
3. Do not store herbicides,pesticides and Tinto cides in areas where flooding is and before the next storm event re
- 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of Properly? aS
possible or where they may spill or leak into wells,Stormwater drains,ground water Corrected POLYACRYIAMIDFS(PANS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water.If a spill occurs,clean area immediately. (YM)
D 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. z
construction,selecting from the NCDWR List of Approved DAMS/Fiecevieers. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance O
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated -HAZARDOUS AND TOXIC WASTE -
w I
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site. s
4. Provide ponding area for containment of treated Stormwater before discharging _ 2. Place hazardous waste containers under cover or in secondary containment. - -
otorefl •`�`yI;i NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store surrounded
by in leakproof containers that are kept under storm-resistant cover id_y!Environmental Quality Report unanticipated bypasses,or non-compliance conditions that may endanger health or the environment,to the appropriate DEQ Regional Ocoee
or surrounded secondary containment structures.
via phone call or email within 24 hours of discovery.https:Sdeonc.goWcontact(realonai-offices o
NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 PART 38:STORMWATER DISCHARGE OUTFALO_ISDOsI:SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN °z
24 HOURS OF A RAINFALL EVENT EQUAL TO OR GREATER THAN 1.0 INCH PER 24 HOUR PERIOD.Add rows as needed.
Stormwater Discharge Outfalls Inspected Date w
Inspection Previous
My Visible My Increase Any Q O re
StormwaterDate Observed
(s) Z W
Sedimentation in Stream Visible Any visible oil U.
PART III Discharge in Streams, Turbidity Erosion sheen,floating or Describe Actions Needed Observetl ]o Z
PART III PART ILL Outrall Wetlands or from below suspended solids a Corrective actions should be performed as soon as possible and as O O Z al
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING L I tcc'on Outside Site Discharge? SDO? discoloration?(Y/N) before the next storm event Corrected ce}U at
Limits?(YM) (V/N) (Y/N)
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION Cl REPORTING U ce U N
Self-inspections are required during normal business hours in accordance with the table 1.Occurrences that must be reported I-W U
1.EBSC Plan tatian I-d r Z
below.When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: u!Ore
personnel to be in jeopardy,the inspection may be delayed until the next business day on The approveded E&SC E&SC plan as well as any approved deviation shall be kept on the site.The
which it is safe to perform the inspection.In addition,when astorm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. la) Visible sediment deposition inastream or wetland. O 0-W
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner Z a r/1 11.1
described: (b) Oil spills if: O 0 W-IC performed upon the commencement of the next business day.Anytime when inspections -1
I-Q Q
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, LLI Q 2 cds
• They are less than 25 gallons but cannot be cleaned up within 24 hours, 1-U
Item to Desaesert Documentation Requirement • Theysheen on surface waters(regardless of volume),or Q N
(a)Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy causeW H C•c
Inspect freeing aural Inspection rcwds coot l«rude: and does not signifimntly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume).
(II...gauge may business narrsl locations,dimensions and relative elevations and sign an inspection report that lists each 0 L.7
maintained in If no may rDaily ain gauge obsarvriods,a.no tl Loa are made day ims wee[ens or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC (a) Releases of hazardous substances in excess of reportable quantities under Section 311
good Plan.This documentation MC
des upon the
of the Clean Water ActRef:40 CFR 110.3 and40 CFR 117.3 or Section 102 of CERCLA
order working wailabk,holiday Precom the cumulative Fain memuremmt for thou union s initial installation of the E86C Measures or if ( ) UNI
attended days(and z will etc it cv inspection the E&SC Measures are modified after initial (Ref:40CFR 302.4)or G.S.143-215.85.
LI
needed(.D Th z on which rainfall alnhll occurred shall be recorded as
installation.
epermittee may use another raimmonndm,g devlle
approved (b)A phase otgrading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses. Q
(z)E&s least once bvttmn of M1ee measures inspected, Plan or complete,date and sign an inspection
- Measures analendar lr days
ef 2.Date nd of timehe of the
on peinspection,
ng the lnspsour repo to indicate completion of the ICC
4.Indication or whether the measures were Tact construction phase. (le) Noncompliance with the conditions of this permit that may endanger health or thehours of a Page 4of5
Ce
event g 1.0 nth in mooed, ope re (c)Ground cover is lomted and installed Initial and date a copy of the approved oust environment DEMLR Monitoring Form Rev.07012020
so hours oeseopuon or maintenance needs for the measure, accordance with the approved E&SC Plan or complete,date and sign an inspection (/)
d3lRwmwxer - n - Description,evidence,and dare oreomeorsr actions taken. Plan. report to indicate compliance with approved Q I-
rice per xmrse omralls inspected, 2.Reporting Ttmeframes and Other Requirements PART 3C:GROUND STABILIZATION:Must be recorded,at a minimum,after each phase.Add rows as needed. I F..Ieenda ume of the
morthc dl ground raver specifications. After a permittee becomes aware of an occurrence that must he reported,he shall contact Site area description and location where Time Have Temporary Is Ground Date 111
,1 I.IJ oanaB(500s) and wnmr 24 a of me person performing ea Insp.. (d)The maintenance and repair Complete,date and sign an inspection report. rhea to Division re (office within the tier frames and in accordance with the construction activities have temporarily Limit for stabilization or Cover Original Prev W
_ requirements forME&SC Measures appropriate gionaaDescribe Actions Needed U W
yr or indicators of o discoloration,
other requirements listed below.Occurrences outside normal business hours may also be or permanently ceased Ground measures Permanent Sufficient Inapttction Adion(s)
have been performed. Corrective actions should be performed as
zit hoursaevent, D rain 4.
s. naf viisbleus<Imem leaving the Me,r�omw n� reported to the Division's Emergency Response personnel at(800)662-7956,(800) Cover been Stabilization to Restrain Date Observed
i i�lmtw a ofwnecnve actions taken. (e)Cnrrertive actionshaso been taken Initial and date a copy of the approved EusE (see table nstalled? (T/P) Erosion? soon as possible and before the next as ,^
(A)',Minoru of ...rime per evniblcr zmimenations foundaouuide site Rmu,mmar«and 858-0368 or(919)733-3300. (s v'
to Measures. Plan or complete,date and sign an inspection be10w) (y/N) (Y/N) storm event Corrected Z O
site '7 calendar days of the onstakenrllowing to canhe up o: report to indicate the completion of the
and within 24 1.Mo stabilize the sediment Mat has lett .E
CD hours of a rain Me siM corrective anion. I
Ce
Marralta ReportingTimeteames(After Discovery)antl Otter Requremems • Q
B xa hours
R.Olnrn In 3.Description, n3tce,and
dam
o<Ionxrvm utrekm,and (a)Visage sediment .Within zit nouns,an oral or electronic notification. 1,1
event Anexgan 2.Additional Documentation deposition in •Within 7 rolender days,a report that contains a description of the III
e•e o
E • -leases•as t the actions taken t trd fur stream or wetland sediment and actions taken to address the cause of the deposition.
I Isupamz r At lea.once par rime steam or wetland has increased visible spdmenadon or a In addition to the E&SC Plan documents above,the following items shalI be kept on the Division staff may here far wrinwh re
wetlands onsite ➢calendar days am has visible increased turbidity from Me constructlen Vwaive[ quirement part ono - T
H orphan xNth. enarxedufnefegowng.nallbemade site case-by-case basis. I a Z
(where e and available for agency inspectors at all times during normal business hours,unless the •If the stream is named on the NC 303(d)list as impaired for sediment-
iblel ent2fi nm,n R.<or.ofine emir reports to appropriate coo,,,ane Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional r 0.
o accessible) event
Reof gional per Partm.secnon C.nemiaalorthlz oem,Iv requirement not practical: monitoring,inspections or apply more stringent practices N staff GROUND STABILIZATION TIMEFRAMES
aico... a mg(installationap m,nwume&is pennit.
determine that additional requirements are needed to assure compliance Site Area Description Stabilization Timeframe Variations Q
stamMtion (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions. Perimeteraldikes,squares and tea 7 Days None
€ mmauhe= of grating a^rey,riveomgrubbing,
i�t ab1o'a�I l�a�ea��b. ro)oa spills and •Within z4 hours,an pal or electronic wtifiatm.The noifiaapn High Quality Water(HOW)Zones 7 Days None O
iy xtivny.construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days.The permittee shall record release of shall include information about the date,time,nature,volume and •
It goo.LOVerI the d observations on the Inspection Record Form tied b the Division or natetdpps location of me slain or release. Slopes Steeper than 3:1 7 Days 7 days for perimeter dikes,swales,slopes and HWQ zones 'A
2.Documentation Mat iardo s.,Me
stabilizationrequire pit trout y weaanced per hem 14 days for slopes 10 ft or less in length and not steeper than 2:1 V+
measures have Men wided within Me required similar inspection form that includes all the required elements.Use of 1(bHa above 10 daysfor Falls Lake Watershed
Oance°hx they wit be prov,dedas electronically-available records in lieu of the required paper copies will be allowed if Anticipated port oe eoys before )` bypass,c min possible. shown toprovide equal access and utilitythe hard-co records. (e) •Am loose ten the dote the Slopes 3:1 to 4:1 14 Days 7 days for perimeter dikes,swales,slopes and HWQ zones
P.M.L,mfahmo an ax quaas hard-copy lecor bypasaeslb CF0. The report shall include an evaluation of the antidpatetl quality antl SCALE:
2-' - a.pas112A1(mu3H effect of the bypass.
7 days for slopes greater than 50 ft in length
NOTE:The rain inspection resets the required 7 calendar day inspection requirement (c) /dldata used to complete the Notice of Intent and older inspection records shall be (d)unantidwted •xgwnuhours,a^nalnrelectmnie^«igvuoh. 10daysforFallsLakeWatershed NTS
En maintained for a period of three years after project completion and made available bypasses PO CFR •within 7 calendar days,a report that includes an evaluation of the All other areas with slopes flatter than 4:1 14 Days 7 days for perimeter dikes,swales,slopes and HWQ zones
upon request[40 CFR 122.41] 122.41(m)(3)1 quality and effect piths bypass. 10 days for Falls Lake Watershed
A (e)Noncompliance •Withlnaahours,an pal or electronicnotifiwtion. - DATE.
qL with the conditions •Within calendar doffs,a report s:Shethat contalvxocvcriptionofthe 08/17/2023
" of this permit that noncompliance,and its causes;the period of rroncompliance,
in may endanger including exact dates and times,and if the noncompliance has not Digitally signed by
health orthe been corrected,me anticipated time noncompliance is expected to Jonathan Jonathan Co George
penv ronmentlm continue,and stepsaken or planned to reduce,eliminate,and Jonathan Cor.12 DRAWN BY:
OO) prevent reoccurrence of the noncompliance.NO CFR 122.410)(6). Cory George o9at2e47-os'DD' JCG
Z A CFI;122.41 J
•Dmvisbn staff may waive the requirement for a written report on
N1 case-by-case basis.
N e=.NORTH CAROLINA FINAL DRAWING-RELEASED
g 'Environmenta!Quality PROJECT22-256
Q tY FOR CONSTRUCTION
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 SCO ID#22-25603-01A SHEET NO.
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1 I 2 I 3 I 4 I 5 I 6 I 7 I 8