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GENERAL CONSTRUCTION NOTES: �" $ �
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1. MATERIAL AND CONSTRUCTION SPECIFICATIONS SHALL-CONFORM TO z,/ GROVE STREET r x` TO THE CITY OF OXFORD STANDARD SPECIFICATIONS:
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^` ,� oE,x fy;y tir ro/NTfins` r 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM
o \v ATe AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO 0 0 ,°� as
PROSPECT AVE X VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING CL.
CONSTRUCTION. ANY UTILITIES DAMAGED. DURING CONSTRUCT€ON SHALL �=
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0 BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO. THE OWNER.
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m GRANVILLE MEDICAL i
w N ' CENTER HOSPITAL ,. O� W W €
k 3. CONTRACTOR TO NOTIFY*NC ONE—CALL CENTER (1-800-632-4949) PRIOR
HICKS MILL TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER .I€v€€v€EDIATELY 4••,,,,�RoaO PROFESSIONAL "ter,, =o IN THE EVENT OF ENCOUNTERING ANY UNDERGROU OBSTACLE
RARK ,E,,"` r�1 �` N D
REQUIRING A DEVIATION FROM THE PLANS. .
US 158
p ROXBORO
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DR 4. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED: DURING d ..
e�P� wEST COLLEGE SrD F ceoo $ o CONSTRUCTION IN STREETS DESIGNATED AS. STATE ROADS: SHALL BE rN. c� . :.:p
4vE,T OXFORD ELEMENTARY ° REPLACED WITH 15 RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE ..
SCHOOL 5� °R w N
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8 DISTURBED DURING CONSTRUCTION SHALL BE Z.
REINSTALLED THE U-\0 ono vz
qr ;: o CONTRACTOR. ALL COST OF REINSTALLING. EXISTING DRIVEWAY PIPE. Q ..
J ,.003 W
ALSTON °EWOOD R c� ® .OU �.CL COURT
�,� _ _ _ �" REPLACING UNDERSIZED 'PIPES OR PIPES DAMAGED DURING �! .. \p
� `` CONSTRUCTION SHALL BE INCLUDED IN THE COST PER `LINEAR FOOT OF
A
9� SEWER INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED o•°- ► v 3
GP ( OXFOR RPHANA
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�� A �--�. WITH NEW PIPE SHALL BECOME THE PROPERTY OF .THE- CONTRACTOR,
�
� <� Z� o oo DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED. SHALL BE _ �i
v s\ c�Fo� a� DR L�"D PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. 0—
0 N) DOGWOOD =
PARDK°W G��\S�C��sy P� �o fo�E 4�Es� u� ✓QMASCHoOLPOTTER LANE �� — 5. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL
DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED
u� o 5� �V/ � H� AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT
MEADOW[3ROOK LANE ° P y F PARK DR qY
ROBIN RD p ° 'sa r RIGHT—OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED �• ;
GREENFIELD o S�gP�F°p � °�� FOR o yeNo ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DISTURBED
ROC CIR.
P� RG ! oQ O FS p fj�S
CRK. �� SIGNS, MAIL BOXES, ETC, CONTRACTOR SHALL RESEED ANY DISTURBED
cIR. �� �o �\oG. s �� �� y TRANou"LL o� ( AREAS IN ACCORDANCE WITH SPECIFICATIONS.
MEADOW HEIGHTS �Po v r <'v CIRCLE O Nil d
TUPELO BOBWHtTE CT o ���VE n C. G. G y P� j LC�FST O SgORO Q 6. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON
CIRCLE , P 1�CREDLE 5 0 s, o
O Lq 4 FIRE DEP 00 zD z srr
SCHOOL s� o A o THE ADJACENT PAVED ROAD SHALL BE PLACED UPON: A LAYER OF STONE
WEST oUq/LRo ���P °o <�� oREST R° SCREENINGS, AT THE END OF EACH .DAY, ALL MATERIALS SHALL BE
Ge 00 v S� s� �S� G\PN p F� F p�
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REMOVED AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL SOIL RESIDUE. COST FOR STONE SCREENING AND ROADWAY CLEANING
c< ° s Two C'0 << <<< °� s° ROYAL RD
fa o� GN�R� p`+F ?r9P� ELEVA ED ��R� s s PR\,� 2 40 C SHALL BE INCLUDED IN THE LINEAL FOOTAGE PRICE FOR :PIPE
y ��PRZSF r Q�(� WATER TANItO�G �,o�� JT �� 1 RUN FF� c INSTALLATION. m Q
R . J <L ._I Lli Z
�G. z \\ tt� RABB G w LU [Y I-
P x < << WEBS LACE Q �/ ° 7. CONTRACTOR SHALL MAKE EVERY EFFORT TO RETAIN PROPERTY IRONS "`'
c� pF� K z ZO dos �o o c z a ( GREENEIRIAR ' Lj� .pp z
v p a F ] p CIRCLE MONUMENTS AND OTHER PERMANENT POINTS OR LINES: OF REFERENCE. LLJUy
E�1*TED ST j qD PROPERTY IRONS, MONUMENTS, ETC. DISTURBED BY THE CONTRACTOR " `1
!• v 5 WATER TANK S( `'t \LL 5
p ��o e�� o C G b SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE
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"ENDERS < o EXPENSE OF THE CONTRACTOR. W z Z w Lu
ON ST a Lli 0 'S. . U .I
2L �GP �� �� 2 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT a ~ Lu Lu X = a �
W FAIRVIEW DR S v\ OG� 9'Lc <<� �� �� GR�65 IL Q © u
AND STAKING REQUIRED FOR CONSTRUCTION OF THE PROJECT.
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SR 1166 HILLSBoRo sT. uLLsaoRo STREET sT 9. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION
o' e"'� BETWEEN EXISTING SEWER MAIN AND EXISTING WATER LINES.
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THORNDALE DR HILLSIDE THORNDALE D TNO xX �F q� 5� sT F y\ c�Py FRP��V\N EA; qy z rn
o �4 v) O i1 t CHEATHAM °� F-
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EX, ROAD SIGN SHEET INDEX E. w °.
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M-, EX, POWER POLE 0 COVER
— EX. GUY 1 VICINITY MAP, SHEET INDEX AND NOTES
EX. LIGHT POST 2 BEGINNING — STA 20+50 y- CL
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NL o EX. POST 3 STA 20+50 — STA 31+50
P —'—X— EX. FENCE 4 STA 31+50 — END Z
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EX. TREE 5 STANDARD & EROSION CONTROL DETAILS
— SF — TEMPORARY SILT FENCE
6 EROSION CONTROL DETAILSuj
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z Cnw TEMPORARY STONE OUTLET
SF — TEMPORARY EARTHEN BERM
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TEMPORARY CONSTRUCTION ENTRANCE
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MAP NUMBER T_ j0'� EASEMENT SUSAN E. CORBITT »
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ROBERT L. CORBITT AND 0 - `' ,___ EX�S?' 10, •E "5t61? F AND REPLACED wB ss/E/21s TO BE REMOVED
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RING & COVER CAST IN EX. MASONRY WALLS TO BE REMOVED TO
3 BELOW EXISTING GROUND MIN. & THE
TOP SLAB, REMAINDER OF THE MANHOLE IS TO BE
-�— STANDARD OR SEALED AS BACKFILLED WITH MATERIAL COMPACTED
- - - - INDICATED ON PLANS TO 95% DENSITY.
EXISTING EXISTING
PAVEMENT 2" SURFACE PAVEMENT 2" SURFACE _ ✓_ -' w � qR��
77 �fi `
rr, l. ; tom,_•./:.,- � r� },; ` ` ."„.' . " s��=
11-.=1 I I;,I I I-
3' MIN.
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PAVEMENT
777771PROPOSED 2' LENGTH MIN.
COMPACTED D
COMPACTS
6" CABC :;. --- BACKFILL Ex. MH SLAB CONCRETE PLUGS FOR ALL
BACKFILL / /� SIZE OF & WALLS TO
. �� %� y\ P OUTLETSUJI
y� j\ �/� 12" NOMINAL ::1 ;, "�� - - - - - - - - - - PRECAST MANHOLE, AFTERNTHE L NE S L
2" NOMINAL 12 !\ .y�: y\\ �� REMAIN �I LLI
\. r\\ // WIDTH %\� AS INDICATED ON ABANDONED. '
/// ... : : WIDTH.' •' � : r\/ PLANS [
' STEP 0 16" o.c.
K j\\ MAX. — a —
�//ice
AS REQUIRED
"ROADWAY" "ASPHALT DRIVEWAYS" EXISTING MANHOLE PLUGGING & LOWERING DETAIL
N.T.S. 00 o
STANDARD PAVEMENT REPAIR DETAIL Z
N u
NOT TO SCALE — — — — — — — — — — z
NOTES:
1. CONCRETE STRENGTH 4,000 PSI MIN.
2. REFER TO CONTRACT DOCUMENTS FOR PIPE ANGLES AND ELEVATIONS.
3. OPENINGS VARY TO RECEIVE PIPE SIZES FROM 4" MIN. TO 30" MAX.
4. O-RING JOINT SHALL CONFORM TO ASTMC-443, JOINTS SHALL BE. LUBRICATED. "
5. LIFT HOLE PLUGS (RUBBER) SHALL BE INSTALLED DURING INSTALLATION.
6. MANUFACTURED BY D & M CONCRETE OR APPROVED EQUAL & WET"CAST TYPE.
MONOLITHIC 7. ENTRY SEAL TO BE MANUFACTURED INTO MANHOLE FOR POSITIVE JOINTING. OF
BASE ENTRY & EXIT PIPES.
8. MANHOLE STEPS TO BE CONSTRUCTED FROM 1/2" GRADE 60 STEEL REINFORCING
ROD INCAPSULATED IN A COPOLYMER POLYPROPYLENE PLASTICE AS
MANUFACTURED BY M.A. INDUSTRIES MODEL PS-1P.F. OR APPROVED EQUAL.
TYPICAL PRECAST MANHOLE 9. ALL MANHOLES TO BE 6' DIAMETER FLAT TOP MANHOLES WITH RING AND COVER.
N.T.S.
HAND TAMPED /� //\ WASHED STONE
a a
HAND TAMPED o \\ CO
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WASHED t w WASHED w 3 �---� 10'x10' DEWATERING m
STONE STONE "� �_o BASIN CAD 2:1 SIDE SLOPE
ORDINARY BEDDING BEDDING FOR PVC PIPE AT ALL BEDDING FOR D. & V.C.FL w '•'- TOP OF BANK
FOR D.I. & V.C. PIPE DEPTHS AND D.I. :& V.C. PIPE PIPE AT DEPTHS GREATER
0-12 FEET BETWEEN 12 AND 16 FEET DEPTH r THAN 16 FEET EL /' Z
0
D
TEMP. CMP
0 0 0 0
PIPE BEDDING DETAIL DUCTILE IRON PIPE STREAM ❑ O 0 O o a W
N.T.S. FLOW —
❑ O 0 0 TOB 0
O O O l O
CROSSING---.—
SANDBAGS PIPE I 1 THICK #4 — r�r to
WASHED STONE o:
25' 15'
° 40' CONSTRUCTION EASEMENT
PLAN
Too, --'
Q ?Ulu h�;h POLYETHYLENE FABRIC TOP OF BANK
u� ON FACE (8 MIL. THICK)
0 0 0 0 0 0 0 0 0 .O
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depth ° FLOW r r
o ,#-,o TEMP. PIPE, SEE TABLE BELOW FOR} SIZE
2-3" oo V
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coarse aggregatee ° V J °` 18
o MIN. Z �,
EX. INV. CROSSING TEMPORARY
CREEK 10' MIN. STONE DAM Z
PIPE
SANDBAGS 0.
Washing — If conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires should be SYNTHETIC FILTER ff ® t`�""'
E washed. Washing should be done on an area stabilized with crushed stone that FABRIC CTIO o
° drains into a sediment trap or other suitable disposal area. A wash rack may also X
be used to make washing more convenient and effective.
NOTES• (jJ W
LL
i 1) EROSION STONE TO SE "CLASS l" RIP—RAP UNLESS DESIGNA T£D DIFFERENTL Y ON PLAN.
Construction 2) KEY SANDBAGS & FIL TER FABRIC INTO CREEKBANKS AND INV ERTS WHEN POSSIBLE g�
N 3) PIPE SIZE AND NUMBER TO BE DETERMINED BY ENGINEER ON PLAN. ;..
Specifications 4) SANDBAGS, POLYETHYLENE, & TEMPORARY CUP MAY BE DELETED ON DRAINAGE DITCHES, > � Lu
C
" 1. Clear the entrance and exit area of all vegetation, roots, and other ob jec— WITHOUT ACTIVE FLOYI; AS DIRECTED BY ENGINEER.
' tionable material and properly grade it. 5) CONVERT TO PERMANENT CHANNEL STABIUZAT/ON AFTER UT/L/TY LINE IS INSTALLED.
6) BACKFILL OVER PIPE TO BE OF NON—ERODIBLE MATERIAL (ROCK OR STONE).
2. Place the gravel to the specific grade and dimensions shown on the plans, and
o smooth it.
STANDARD SEDIMENTATION CONTROL FOR CROSSINGUJI
w 3. Provide drainage to carry water to a sedment trap or other suitable outlet. DRAINAGE DITCHES OR STREAMS DURING CCNSTD C/}
4. Use geotextile fabrics because they improve stability of the foundation in
N locations subject to seepage or high water table. REQUIRED CULVERT$
Uy
Maintenance
CROSSING LOCATION MINIMUM PIPE SIZE SLOPE
Maintain the gravel pad in a condition to prevent mud or sediment from leav—
ing the construction site. This may requuire periodic topdressing with 2—inch STA 10+30 30" RCP 5.4%
stone. After each rainfall, inspect any structure used to trap sediment and clean STA 11+90 30" RCP 5.5%
it out as necessary. Immediately remove all objectionable materials spilled, STA 14+00 30" RCP 5.5%
washed, or tracked onto public roadways.
LIJ
STA 32+10 24" RCP 5.5% SHEET NO.
UJ
TEMPORARY CONSTRUCTION ENTRANCE
J
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ESTABLISHING VEGETATION p
ova �aa �arAe°
SEEDBED PREPARATION f`
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE EROSION CONTROL PROCEDURE
SOIL CONDITIONS IF AVAILABLE.
O � The contractor shall conform to all requirements of the soil
2, RIP THE ENTIRE AREA TO 6-INCH DEPTH.
sedimentation and erosion control laws and regulations of the
MAXIMUM PLACEMENT OF POST USING HOGWIRE WITH State of North Carolina as established and enforced by the
3, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
APPROVED EROSION CONTROL FABRICS TO BE 10 FEET. VARIES (SEE PLAN) Land Quality Section of the North Carolina Department of
REASONABLY SMOOTH AND UNIFORM. MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING 2' MIN. Environment and Natural Resources. These requirements
4, APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX APPROVED EROSION CONTROL FABRICS To BE shall include but not be limited to the following:
6 FEET TO 8 FEET APART. o000 o'ao�'0 POST 1. All denuded areas are to be seeded and stabilized
WITH SOIL (SEE BELOW*). °rag goa_0 110 within 15 days of completion of any phase of grading.
SILT-FENCE o o d o°�o°OooO�p0�0 o SILT-FENCE
POST METAL T-POST 5 FEET OR 6 FEET IN HEIGHT OVER HOG WIRE o0�3 go°o�o�o` oo 0o OVER HOG WIRE Should conditions exist unfavorable for seeding or other �a ,
5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM- DEPENDING ON FILL SLOPE.
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. intended ground cover, mulch and tack application as
FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS t specified below will be required.
6. SEED ON A FRESHLY PRRPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING SPECIFICATIONS FOR EROSION CONTROL) �..®
EQUIPMENT OR CULTIPACKER AFTER SEEDING. 2. All erosion control improvements shall be maintained, repaired
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. STONE #4 WASHED STONE TO BE PLACED 12 INCHES and kept working until acceptance of project.
LU UJ
DEEP AT SILT FENCE TOP VIEW
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN HOG WIRE
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, METAL FENCE POST
RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. SILT-FENCE METAL SILT-FENCE
SILT-FENCE FENCE POST
9. CONSULT CONSERVATION INSPECTOR FOR MAINTENANCE TREATMENT AND FERTILIZATION OVER HOG WIRE OVER HOG WIRE ,..moo
AFTER PERMANENT COVER IS ESTABLISHED. 1.5 FT. M _J
MIN. 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH
' °o X
*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/AC (3 TONS/AC IN CLAY SOILS ?1 UPHILL ALONG THE LINE OF POSTS. MAX. 8' BETWEEN POSTS.
FLOW Q
A COW 1.0 FT. 1 °
FERTILIZER - 1,000 LB/AC - 10/10/10 oSo � >a 8'o�go o° �•, o ° ° ° 2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
SUPER PHOSPHATE- 500 LB/AC - 20% ANALYSIS o00 0 rag o o FENCE 6 INTO THE EXCAVATED TRENCH.
MULCH - 2 TONS/AC - SMALL GRAIN STRAW SEDIMENT �� STRUCTURAL STONE CONTROL STONE t.5 FT. 3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE 0u7 00
ANCHOR - ASPHALT EMULSION 0 300 GAL/AC � �"� MIN. BOTTOM OF THE FABRIC 6" INTO THE TRENCH. o N _ u'7 �
}-=- N 4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR CIA O
ESTABLISHING TEMPORARY VEGETATION FRONT VIEW THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO �c N<
THE TEMPORARY SEEDING OF DENUDED AREAS THAT NOT BE BROUGHT TO FINAL GRADE CROSS SECTION GO THRU THE FENCE AND CANNOT GO UNDER IT.
FOR A PERIOD OF MORE THAN 30 WORKING DAYS, BUT LESS THAN ONE YEAR SHALL BE NOTE.0 STRUCTURAL STONE SHALL BE 4' 1- 00
J CoOU 00
IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE FOLLOWING APPROPRIATE TEMPORARY STONE OUTLET _
SEEDING SCHEDULE. IF NCE -I O' �C7
(CLASS "B" STONE FOR EROSION Z �D
CONTROL PURPOSES. STEEL POST Q N7.
� (REQ'D W/BURLAP ONLY} � CL
_ v 7< �
ESTABLISHING PERMANENT VEGETATION N.T.S.
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING ¢ z FABRIC _ `Z
DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED AND SHALL BE IN 0 (NO WIRE FENCE REQ'D) V`
00
�'
ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE FOLLOWING APPROPRIATE
1 1 BACKFILL TRENCH WITH SOIL �
SEEDING SCHEDULE.
d' irj cMATERIAI AND TAMPING OR
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) o ° �GRO ND STONE TO 6" ABOVE
o ° GRO ND.
APPLICATION RATE
SEEDING PERIOD TYPE PER ACRE PER 1000 S.F.
AUG 15 - NOV 1 TALL FESCUE 120# 2.8# 1
NOV 1 - MAR 1 TALL FESCUE AND 120# 2.8# N
ABRUZZI RYE 25# 0.6#
MAR 1 - APR 15 TALL FESCUE 120# 2.8# TENIiR�eRY SILT VIE
APR 15 - JULY 30 HULLED COMMON 12# 0.3# �
BERMUDA GRASS N.T.S.
JULY 15 - AUG 15 TALL FESCUE � 60# 1.4#
* BROWNTOP MILLET OR 35# 0 8# CRUSHER RUN CAPACITY OF PIPE CUL INERT
SORGHUM -SUDAN HYBRIDS 30# 0.7# COURSE AGGREGATE EQUALS BANK-FULL FLOW
6" DEEP ��-,
CLASS 19" STONE COVERED "' "' � uj
w � o. z
1/2 DIAMETER OF PIPE W z
SLOPES (3:1 to 2:1) OR 12" WHICHEVER IS GREATER BY LARGE ANGULAR ROCK 5' max w
APPLICATION RATE o ° a ° o bank height- - - ° a Stream channel "-
n
SEEDING PERIOD TYPE PER ACRE PER 1000 S.F. C��O�O�O O O ;� °
° OOOOO OOOOO ' a �� d 4 - d Surface flow w z ; W` w
�\
MAR 1 - JUN 1 SERICEA LESPEDEZA 50# 1.2# o 0 0, o 0 o�oOoQ SEE£ROS/ON ������ diversion Q W - Q ..w Q
:; III- i I=III-I I i- o o O _- I= 11= I I=I I- _ o X U
(SCARIFIED) AND O CONTROL PLAN O Q
5 0.1 =III=I (I=III=I I-) fl FOR PIPE SIZE - - - �` / a e
(MAR 1 - APR 15) AND TALL FESCUE 60# 1.4# O I =III=)I I-) (- I
(MAR 1 JUNE 30) OR ADD WEEPING # # --1 I- I I-I I(-III o III-I I-III-I - i o `a 0 -• s
LOVEGRASS -III=1 I =!I!=1 I I=I =_ =_=III-III=III=1 I I=1�' • _ Stone approach section m
(MAR 1 - JUN 30) OR ADD HULLED COMMON 8# 0.2# =1 I I=III-I I -I I -I -I I-I I -I -III-III-� stone over 5: 1 max, slope on road
BERMUDA GRASS -III-i I l-III-III-III-I f I=1 I I-III-) I I-i I i-I I{ filter cloth
JUN 1 - SEP 1 * TALL FESCUE AND 60# 1.4#
* BROWNTOP MILLET 35# 0.8# PROFILE z
O
Surface flow
* OR SORGHUM -SUDAN HYBRIDS 30# 0.7# diversion
ra.
SEP 1 - MAR 1 SERICEA LESPEDEZA 70# 1.6# FLOW
(UNHULLED, UNSCARIFIED) ( CLASS "B" STONE COVERED Original stream bank
AND TALL FESCUE 50# 1.2# COURSE AGGREGATE I BY LARGE ANGULAR ROCK
(NOV 1 - MAR 1) M ABRUZZI RYE 25# 0.6# �Q Q�
* _ O OHO Oa �O O O Stone Temporary access W
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED Filter cloth
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Q
12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT, ooaoa00000000 oa o000 0000000 00 00000a00000000
000000 000000000c000000000a0000000000 000a000000
EROSION CONTROL PROCEDURE ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 00 ° ° ° ° ° ° ° ° ° ° ° ° ° °
0000aa o00000000 0 00 00 0000 00 00000 000000o CONSTRUCTION SPECIFICATION
The contractor shall conform to all requirements of the soil o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0
0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o a o 0 0 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM.
ofdimentation North Carolina dasr established sh don oandwenfordced regulations
by the Landthe Qualityte o 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 RR".'
0 0 0lolrcoo" 0 0 0 0 0 0 0 0 0 2, DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM.
Section of the North Carolina Department of Environment and o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 o o ° LINE UNSTABLE STREAM BANKS WITH RIPRAP OR OTHERWISE APPROPRIATELY STABLIZE THEM.
Natural Resources. These requirements shall include but not be O O 000 a0 Oa OQO O O
limited to the following: { Q I 3. KEEP STREAM CROSSING AT RIGHT ANGLES TO THE STREAM FLOW. THIS IS PARTICULARLY IMPORTANT WHEN
TOP OF-.BANK --I }-- TOP OF BANK CULVERTS ARE USED.
1. All denuded areas are to be seeded and stabilized within 15
days of completion of any phase of grading. Should conditions STREAM CHANNEL 4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FT. RAISE
exist unfavorable for seeding or other intended ground cover, mulch 25' MIN. 25' MIN, BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 FT. ABOVE ADJOINING APPROACH SECTIONS TO
and tack application as specified below will be required. PREVENT EROOSION FROM SURFACE RUNOFF AND TO ALLOW FLOWS. TO PASS AROUND STRUCTURE, C/)
PLAN VIEW � -�
2. All erosion control improvements shall be maintained, repaired 5. STABLIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH
and kept working until acceptance Of project. CONSTRUCTION SEOUENCE RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE INPLACE SOIL LLB LL_
1. CLEAR SITE (TABLE 8.05A, APPENDIX 8.05). („� ""•' '
D.
SEQUENCE of CONSTRUCTION2. '
PLACE REOUlREO STABILIZATION STONE DOWNSTREAM OF GONSTRUC770N TO PROVIDE A TEMPORARY 6. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEFORE DIVERTING
DITCH CROSSING WHILE STILL PASSING FLOW. THIS STONE SHALL BE USED FOR STABILIZA 77ON AFTER
1. Obtain grading permit at pre-construction meeting on site. THE STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABLIZE THE BYPASS CHANNEL
2. Install stabilized construction entrance/ CONS TRUC 770N, YET ADDITIONAL STONE MAY BE REOUIRED TO PRO WDE FOR THE DITCH CROSSING APPROPRIATELY. UJI
mud romp at all construction entrances. J. CONS TRUC77ON WITHIN THE DITCH BANK SHOULD BE DONE /N A 77MELY MANNER WHEN NO EXCESSIVE ®j
3. Clear site enough to install erosion control devices. FLOW IS PREDICTED. 7HE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE 7NAN A 48 HOUR [1_ .e...
E 4. Install sediment and erosion control devices. PERIOD, AND FLOW SHALL BE CON 7T?OLLED BY A TEMPORARY STONE DEI/�'CE AT THE DOWNSTREAM 7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE
o END AT ALL TIMES DURING CONS7RUC770N WITHIN THE DITCH BANK. STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL ><
5. Clear and grade site.
6. Install drainage system. 4. AFTER CONSTRUCTION AND BACKFILLING WITHIN THE DITCH BANK, THE DOWNSTREAM STONE DEWCE DISTURBED AREAS. 8. LEAVE IN STREAM SEDIMENT TRAPS IN PLACE TO CONTINUE CAPTURING SEDIMENT.
°' 7. Protect all drainage structures. SHALL BE USED TO PRO WOE THE REOUIRED PERMANENT STABILIZATION STONE. IF THE DITCH STILL Z
8. Maintain and clean erosion control facilities throughout REOU/RES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP-RAP MUST SE PROVIDED MAINTENANCE LU � 0
o duration of project. ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS.
P 1 INSPECT TEMPORARY STREAM CROSSING AFTER RUNOFF-PRODUCING RAINS TO CHECH FOR BLOCKAGE IN � _ I U
cv 9. Seed site. 5 AFTER CONSTRUCTION /S COMPLETED ALL TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AND
10. After all areas have been stabilized, remove all AREAS WITHIN THE DITCH BANK SHALL BE UNINHIBITED BY STONE USED FOR STABILIZATION. CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, STALLIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS Z
o temporary erosion control devices. IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION.
0
TEMPORARY CULVERT TYPE STREAM CROSSING -
GENERAL MAINTENANCE PROVISIONS
N FORD TYPE STREAM CROSSING
Inspect temporary erosion control devices after each period
0 of significant rainfall. Check devices for rills, erosion, or N.T.S.
w piping. All areas should be stabilized within 15 working days
I after construction in that area. Denuded areas shall not exceed
v 1000 linear feet without seeding and stabilization. All areas
at
damaged prior to establishing permanent stabilization shall be
o immediately re-established.
Additionally, the following items shall be performed in
Maccordance with the specific construction details on this
w sheet:
i
1. Sediment basins and inlet protection devices shall be
cleaned when sediment has accumulated to one-half of the
design depth of the device. The sediment shall be placed
00
in the disposal area or applied to the land area. Any
gravel facings contaminated by the sediment shall be replaced SHEET.IVO.
Z with clean gravel.
i
2. Rip-rap, silt fence, and earth berm diversions shall be
w inspected for erosion, displacement, breaks, overruns, and
� excessive sedimentation. These damages shall be repaired v
z by returning the device to its design condition.
3. Seeded areas eroded prior to permanent stablization shall
a be regraded as necessary, reseeded and mulched until a
suitable surface is achieved.
OF 6 CO2.Q2
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