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2. INDEX, NOTES, LEGEND ~
i 3. PLAN AND PROFILE STA 10+00 TO STA 21+00 Q
SHT 8 OP. PUM ~P. PUM 4. PLAN AND PROFILE STA 21+00 TO STA 33+00 ~
S ATION SI noN sl 5. PLAN AND PROFILE STA 33+00 TO STA 45+00 ~
6. PLAN AND PROFILE STA 45+00 TO STA ~ 57+00 ~
7. PLAN AND PROFILE STA 57+00 TO STA 69+00 Q
8. PLAN AND PROFILE STA 69+00 TO STA 81+00 0
9. PLAN AND PROFILE STA 81+00 TO STA 93+00
10. PLAN AND PROFILE STA 93+00 TO STA 105+00 0 o J ~ J W ~
11. PLAN AND PROFILE STA 105+00 TO END ~ N ~ ~ ~ o °
12. PUMP STATION PLAN AND SECTION ° ~ W z a
13. CONSTRUCTION DETAILS a
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5 O O 14. EROSION CONTROL DETAILS ~ Z Z° W W E1 ELECTRICAL PLANS o ~ ~ Q W Q
SHT 9
E2 ELECTRICAL DETAILS ° ° ° }
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GENERAL CONSTRUCTION NOTES:
SHT 10 W °
1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM
EXIST, PUMP AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO
STATION SITE VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING ~
CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL o
WHEATMORE i-- BE REPAIRED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO NOTIFY N.C. ONE-CALL CENTER AT 1-800-632-4949 w - N ~ ~ ~ ~
HIGH SCHOOL PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN ~
THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING A
~ SHT 11 DEVIATION FROM THE PLANS.
2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE
REPLACED WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED BY THE W ~
CONTRACTOR. ALL COST OF REINSTALLING EXISTING DRIVEWAY PIPE. ~
REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING ~ Q ~ Q
CONSTRUCTION SHALL BE INCLUDED IN THE COST .PER LINEAR FOOT OF Z ~
SEWER MAIN INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED J Z ~
WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CONTRACTOR. O ~ ~
DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BE PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. ALL COST OF Q ~ Z
PROPOSED SEWER DRIVEWAY PIPE INLET AND OUTLET PROTECTION SHALL BE INCLUDED IN
Q PROPOSED MANHOLE THE COST PER LINEAR FOOT OF WATER AND SEWER MAIN INSTALLATION.. U ~
EXISTING STORM SEWER 3. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL = ~ ~
~I ? EXISTING CATCH BASIN /JUNCTION BOX - - - - EXISTING CONTOUR (MINOR) DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED ~
I EXISTING CONTOUR (MAJOR) AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOl' ~ Z 0 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED ~ ~ Z
EXISTING PAVEMENT ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DISTURBED Z ~ W
o ~ UTLITY POLE SIGNS, MAIL BOXES, ETC. CONTRACTOR SHALL RESEED ANY DISTURBED
0 ~ ~ LIGHT POLE AREAS IN ACCORDANCE WITH SPECIFICATIONS. ~ ~ J
~ OH OVERHEAD UTILITY LINES
o GAS UNDERGROUND GAS LINE 4. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON z W
I c°v -FO FO- UNDERGROUND FIBER OPTIC LINE THE ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE _ Uj SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS SHALL BE V
~ - T T - UNDERGROUND TELEPHONE o REMOVED AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL ~ W
~ TELEPHONE PEDESTAL SOIL RESIDUE. COST FOR STONE SCREENING AND ROADWAY CLEANING ~ ~ ~
° - s s - EXISTING SEWER MAIN SHALL BE INCLUDED IN THE LINEAL FOOTAGE PRICE FOR SEWER W W ~
~ o -W -W -W - X W MAIN Z E ISTING ATER INSTALLATION. o ~ Z
o EXISTING WATER METER ~ ROCK CHECK DAM
i o~ ~ EX. FIRE HYDRANT 5. CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASPHALT. ~ >C
® EX. VALVE BLOCK & GRAVEL INLET PROTECTION ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED ~ ~J.J W AT NO ADDITIONAL COST TO THE OWNER, U ~ O
~ DI H 0 STREAM a TC R
' o - - PERMANENT EASEMENT $F SILT FENCE W Z 6. CONTRACTOR SHALL INSTALL EXCELSIOR MATTING IN ROADWAY SIDE DITCHES ~
o - - TEMPORARY EASEMENT AFTER INSTALLATION OF SEWER LINE, AS DIRECTED BY ENGINEER. QUANTITIES
o - RIP RAP DONUT INLET PROTECTION X X - FENCE ' HAVE BEEN SET UP IN THE CONTRACT TO FACILITATE THIS PROCESS. ,
s EXISTING MAILBOX _ _ ~ ~s 7EB TEMP. EARTH BERM
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BACKFILL AND FOR D.I. PIPE 12-20 FEET DEEP AND FOR D,I. PIPE OVER 20 FEET DEEP. BASE MIX ~ . PLUG ~ Z ~
'::NOMINAL Y
" ~ DIA . " ::NOMINAL 12 '12 aZ°~ 4 BEND V W Q ~
COMPACTED
12 :...,DIA .12 •NOTE: NORMAL PIPE BEDDING AS SHOWN IN THESE DETAILS SHALL BE INCLUDED IN THE LINEAR FOOTAGE PRICE FOR SEWER PIPE. BACKFILL . , 4" WYE CONNECTION ~ SEWER SERVICE. CONNECTION ~
PIPE BEDDIN G DETAIL SEWER MAIN N.T.S. ~
. N.T.S. Q
Q~
"ROADWAY" "DRIVEWAYS" O N N ~ ~ ~ 0_N ~N O
ZU~i ov
• NDARD PAVE E M N REPAI DE R AILS
N.T.S. ~Z°ow~ MASONRY PLUG ~
EACH END OF S.S. OR PLASTIC SPIDER w ~ o `0 z °
1. OVERLAY SHALL BE 59.5A. OVERLAY LENGT ~ ~ ~ H SHALL BE EQUAL . ~ ~ , ENCASEMENT PIPE ASSEMBLY TWO PER LENGTH OF ~ ~ = v ~ ~ ~,I
~ FORCE MAIN TO PAVEMENT WIDTH FOR PERPENDICULAR CROSSINGS, OR AS „ PIPE MINIMUM ADEQUATELY
SHOWN ON THE PLANS. INSTALL OVERLAY ONLY WERE NOTED ON 36 MIN. COVER, DESIGNED TO MAINTAIN PROPER ~ ~
THE PLANS. VARIES TO 5' MIN. - MAINTAIN GRADE & ALIGNMENT INDICATED ~ ON PLANS z
2. 21A STONE SHALL BE MAINTAINED LEVEL WITH ROADWAY UNTIL CONTINUOUS
ASPHALT IS PLACED. ASPHALT SHALL BE S9.5A, THICKNESS RISING OR
• EQUAL TO 1,5~EXISTING PAVEMENT THICKNESS (2" MIN.). VARIES FALLING GRADE GRAVITY ~
3. BINDER SHALL BE TYPE 119.08 SEWER GPI \Q~
Q Q
4. STONE BACKFILL SHALL BE COMPACTED TO 95~ AND PLACED IN „ ~
6-12 LIFTS. BE DE L C SMOOTH WELDED STEEL ~
5. ALL PREPARATION, MATERIALS & METHODS SHALL BE IN N.T.S. ENCASEMENT PIPE
ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS,
LATEST REVISION.
VARIES TYPICAL ENCASEMENT PIPE SECTION Q
N.T.S. 0
00~~~°~ ,
O N ~ w ~ I- O
60'RW o U Z BORE PIT p Q
PROPOSED ~ ~
_ _ ° ENCASEMENT I I ~ °w
' 12' TO 15' SURFACE, ti , 4 g 20 PAVEMENT 6 V RI 'SURFACE, VARIES 4' VARIES PIPE ~ ~ w Z Z ~ w w
SHOULDER SHOULDER SHOULDER SHOULDER ~ I I Q w~= v~
3 „ 6„ ~ o 0 o v cn ~
RING AND COVER SHALL BE USF ~ 6 ~ „ 1 4" PER FT 1 /4„ . 1I4" PER FT I I m
PER FT 1/4 PER FT ~ 669-KL OR APPROVED EQUAL FT 1/4 ~,FT 1 1 ~ 1 rl / Ft 1'a ~ / F7' I I ~ ~ SOIL
W STANDARD LETTERING ~ I I STOCKPILE
~ io "SANITARY SEWER" ~ 3 b 4~ 3 ~Q~ I I ~ AREA Z
" o I ~ 1 ~E ,p CABC STONE N a0 5 P~ Q 7NE
~ ~ ~ ~ ~ ~ ~ ~
~ P ~ ~P P ~ , P EDGE OF v, ~
PRE-CAST GRADE RING, AS 4 ~ L VEL I ad YPI R R AVEL ROAD SECTION PAVEMENT L5F sFJ W °
~ REQUIRED MAX. OF 19" ry a INSTALL 6° CABC FOR NEW
° N.T.S. N.T.S. CHECK DAM AT NATURAL
PROPOSED 1 1 2" S 9.5A SURFACE MIX ACCESS ROAD TO PUMP / n - - d = = WATERLINE 2" B 25.08 BASE MIX STATION OR 4 CABC TO DRAINAGE OUTLET
_ _ " . - - 8" CABC STONE IMPROVE EXISTING ROADS
~ a Q BORE SITE DETAIL w °
YPI CAL ROAD SEC 10 N a. N.T.S. , i
N.T.S. w - N ~ ~ ~ ~
STEPS TO BE 16" O.C. ° , I
LOCATED ON DOWNSTREAM d. ' ° SIDE OF MANHOLE ~S~-dS ~5 ~5 d5-~~S ~
a. :e
° \ SOIL
a. / STOCKPILE
° ° a J AREA
FOR "CROSS-COUNTRY" OUTFACE INSTALLATIONS ~ ~ W
( ) THE ARV MH SHALL USE A FLAT TOP, WITH THE TOP )P ( Q ~
, „ 24" DIA. STD. MH RING & COVER A MINIMUM OF 8" ABOVE FINISHED GRADE. I ~
4 -0 ~ ~ l~, Z_
TO 6'-0~ • 8 ABOVE FINISH GRADE UNLESS FOR INSTALLATIONS WITHIN A ROADWAY, A ROADWAY .Y \ / J Z
° SHOWN OTHERWISE ON PLAN SHOULDER, OR A MANICURED LAWN, THE ARV MANHOLE DOLE \ ~ ~ ~ ~
° SHALL USE A 2 FT. TALL ECCENTRIC CONE SECTION,
AND THE TOP SHALL BE FLUSH WITH FINISHED GRADE. DE. ~ sF- -sF sF~ Q W J
SF OUTLET V ~ Q
AT NATURAL = ~ ~
a: DRAINAGE OUTLET - W
d ' J J ~ ? ~
° ~ ¢ ~ ~ Z ~
a ~ Q\ E S DIAMETER MH STEPS Z F- O I, ON-SITE STOCK PILE AREA DETAIL ~
~ d ~ N cwn a ~ ' PRECAST FLATTOP 16 O.C. MAX.
U~ i a MANHOLE W ~ ~ N.T.S. ~ ~ NOTES; I- V
a a z z¢ 1. CONTRACTOR TO INSTALL SF STONE OUTLETS AT ALL NATURAL Z W ~
o MH TOP cn ¢ J N 4. Z ¢ DRAINAGE OUTLETS. VEGETATION SHALL BE ESTABLISHED TO MATCH U
a0 ~ Z Z ° AIR RELEASE = o 0 SURROUNDINGS, PER GUIDELINES ON SHT. 19. ~ ~
BUTYL RUBBER AND OR o ~ ~ / a I- ~ Z I
° V V V I Wzo ACUUM ALE ~ o ~ ~ W ~ ~
`A MH BASE w ~ ¢
~ cn z ~ o JOINT DETAIL ¢ Q o O !n v
~ ° a° N.T.S. ~ ~ z ~ ~
m a U v d' Z ~ Q W
TAPPING - U ~
° SADDLE BALL o ~ a PROP. PIPELINE VALVE W
n o d
o ° a.
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U °
a ° d . O
~ d : c' ,n~ ~
o a . MittI NU
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PRECAST CONCRETE MANHOLE o 0 a #4 ® 12 O.C. OoOo 0
w N.T.S. OQOQ EA. WAY 6"x6" DRAIN W/ 0.5 CY STONE ~ o0 00 13
a WRAP WITH GEOTEXTILE FABRIC Z
0
Z AIR VALVE DETAIL
N.T.S. 0 Lo:F:i16 TY-35
(g)2010 Davis-Martin Powell & Associates, Inc

ESTABLISHING VEGETATION MAXIMUM PLACEMENT OF POST USING HOGWIRE WITH
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL DISTURBED AREAS. APPROVED EROSION CONTROL FABRICS TO BE 10 FEET, VARIES (SEE PLAN) F~ ~ ~
LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING 2 MIN. PIPE OUTLET TO FLAT, PIPE OUTLET TO WELL-DEFINED CHANNEL IF FLOW IS PRESENT DURING SEWER LINE o~ ~
APPROVED EROSION CONTROL FABRICS TO BE NON-DEFINED CHANNEL NOTES 6 FEET TO 8 FEET APART. POST INSTALLATION, TEMP, BYPASS PUMP TO : Q ~ x BE INSTALLED BY CONTRACTOR. : o ~ o ~
FERTILIZER SHALL BE STANDARD COMMERCIAL PRODUCT. ALL FERTILIZER SHALL BE _ EIGHT SILT-FENCE SILT-FENCE 1. LO IS THE LENGTH OF .LENGTH OF RIPRAP ~ WATER LEVEL TO BE MAINTAINED MIN. ~
DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE Posr METAL T POST 5 FEET OR 6 FEET IN H OVER HOG WIRE 80 ~ OvER HoG WIRE APRON
WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER WHICH WILL DEPENDING ON FlLL SLOPE. 2. d=1.5 TIMES THE MAX NOT ALLOW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS, FABRIC 36 INCHES IN WIDTH {MUST MEET ENGINEERS 3d0 4ES THE MAXIMUM STONE ~ 24" BELOW TOP OF SANDBAGS. ; ~ °d' p FLOWS FROM WORK AREA +''+~0
A A DIAMETER BUT NOT LE BUT NOT LESS THAN 6". A ~ A SHALL BE PUMPED INTO ~
GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL CONSIDERATIONS. PURITY OF SPECIFICATIONS FOR EROSION CONTROL) 3. IN AWELL-DEFINED C SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY-FIVE STONE ~4 WASHED STONE TO BE PLACED 12 INCHES EXTEND THE APRON ~ L-DEFINED CHANNEL _ 10'x10' DEWATERING BASINS 'HE APRON UP ON THE - ~ W/STABLE OUTLET ~ 2:1
PERCENT, THE SEED LABEL SHALL BE A "CERTIFIED SEED" LABEL. DEEP AT SILT FENCE TOP VIEW CHANNEL BANKS TO ~ BANKS TO AN -SIDE SLOPE
MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUITABLE AND APPROVED MATERIAL, d0 „ Hac WIRE ELEVATION OF 6 ABO V OF 6" ABOVE THE V ~
ESTABLISHING TEMPORARY VEGETATION METAL FENCE POST MAXIMUM TALLWATER TALLWATER DEPTH OR `i i 1 Z ~ Z I!
THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE SILT-FENCE SILT-FENCE METAL SILT-FENCE TO TOP PF THE BANK THAN 30 WORKING .DAYS BUT LESS THAN ONE YEAR SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICAl10NS ~ OVER HOG WIRE FENCE P05T OVER HOG WIRE PLAN 'F THE BANK, n ~ ; TOP OF BANK _ Z Z ~
AND THE FOLLOWING APPROPRIATE TEMPOR Y SE ~ WHICHEVER IS LESS. AR EDING SCHEDULE. TEMPORARY SEEDING SCHEDULES FOR THE 1 5 FT ~ R IS LESS. PLAN ; _ . L1 . . _ . _ . ~ ~ Z Z
PIEDMONT AREAS ARE AS FOLLOWS: MIN. 4. A FILTER BLANKET OR BLANKET OR FILTER
2 La FABRIC SHOULD BE IN APPLICATION RATES (LB/AC) ROW ~~FT. 1 ~ a BETWEEN THE RIP-RAT HOULD BE INSTALLED Q 0 0 0 0 Q w W J W i
RECOMMENDED SPECIES SEED 10-10-10 AGRICULTURAL STRAW qk, ~ ~ _ SOIL FOUNDATION. SEEDING DATES FERTILIZER LIMESTONE - NDATION, RAP AND a 0 0 0 TEMP. PIPE 0 0 ~ Z ~ ~
JAN 1 -MAY 1 RYEGRAIN ANNUAL 120 750 2000 4,000 SEDIMENT ~ STRUCTURAL STONE - La STREAM Q Q ~
CONTROL STONE ~ 1.5 FT. - d = - LESPEDEZA (KOBE) 50 4,000 ~ MIN. ~ I - _ FLOW a 0 0 0 0 U W Q
MAY 1 -AUG 15 GERMAN MILLET 40 750 2000 4,000 6 N AUG 15 -DEC 30 RYEGRAIN 120 1000 2000 4,000 FRONT VIEW FILTER
ESTABLISHING PERMANENT VEGETATION SECTION A-A BLANKET 000 0 0 ~ EROSION STONE
CROSS SECTION THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS OR 90 CALENDAR NOTE:
DAYS AFTER FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE STRUCTURAL STONE SHALL 8E RIP -RAP 0 U TLE T P R 0 TE C FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE. (CLASS "B" STONE FOR EROSION P R 0 TE C TI 0 N ~ - - PROP. ~ ; TOP OF BANK
' TEMPORARY STONE OUTLET CONTROL PURPOSES. N . T. S.
TYPE 1 AREA -LOW MAINTENANCE AREAS SUCH AS WOODED UNDEVELOPED AREAS AND CROSS-COUNTRY UTILITY EASEMENTS, WHICH ARE TYPICALLY NOT CLEARED ARE MOVED REGULARLY. N.T.S. FILTER SEWER ; Q o ~ SECTION A-A BLANKET PIPE ~ 1' THICK #4 o N - ~ ~
WASHED STONE ~ tr N ~ ~ o
APPLICATION RATES (LB/AC) ' SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES ~ N ZU~~v
80 100 METAL POSTS ~0 Z
SERICEA LESPEDEZA 20 30 (USE ONLY UNSCARIFIED SEED AFTER AUG 15} STEEL POST RE ENCE 2.0' ~ 0 OU ~4' MAX.~I m n ft SANDBAGS LIMITS OF CONSTRUCTION ~ Z ~ ~ ~ ' AS SHOWN ON PLANS J w~
KOBE LESPEDEZA 10 10 i (REQ'D W/BURLAP ONLY) NT GR ND 10-10-1D FERTILIZER 1000 1000 oo~Zo W
AGRICULTURAL LIMESTONE 4000 x ~ 1'~ 4000 Q Z FABRIC ~ , O ~ ~ U
~ ~ (NO WIRE FENCE REQ'D) J 3 PLAN ~ ~ #57ST0 O
ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED AS FOLLOWS: o o . , ::;1>:::;~,:..„?,h.,,,.;:, I I BACKFlLL TRENCH WITH SOIL 79 GAUGE HARDWARE ~ 2~ ~ ° POLYETHYLENE FABRIC TOP OF BANK ~
APPLICATION RATES (LB/AC} ° ~ cMATERIAL AND TAMPING OR CLOTH (1/4 MESH) ~ HULLED GERMAN MILLET RYEGRAIN p p WASHED STONE TO 6" ABOVE I"''' 6 `i~,11, ti~ a E ON FACE (8 MIL. THICK) ~ 1
BERMUDAGRASS p p p`GRO ND. „j',, ' , ,V~~ FEB 1.5 -MAR 21 4D o o <
-MAR 21 Y 1 p ~ % ; ~ `l - MA 1 5 40 ~ ,•,ws'•.•,,, ~ 0!-B TTOM SIRE Z Q 0000000000 Z OTTOM STREAM CHANNEL ~ 0 0 0 0 0 0 0 0 0 0 0 0
MAY 1 -JUNE 15 15 10 p '~vv%~
JUNE 15 -AUG 15 10 ~ o ` l6" AUG 15 - OCT 25 40 I ~ ~ #57 WASHED ° CROSS SECTION STREAM _ FLOW N Q;_ ;II TEMP. PIPE, 60" STEEL OR CAST,' IR N
OCT 25 -FEB 15 40 a STONE °
TYPE 2 AREA -HIGH MAINTENANCE AREAS SUCH AS HOME LAWNS, PARKS, SCHOOLS, CHURCHES, BUSINESSES AND 2: f SIDE SLOPE a # 57 STONE MIN.
RECREATIONAL AREAS, WHICH ARE TYPICALLY MAINTAINED REGULARLY TO AN AESTHETIC STANDARD. u'' o 0 0 0 0 EX. INV. ~ 0+_ PROP. TEMPORARY 1
APPLICATION RATES (LB/AC) T M P O R A R Y SILT FENCE 0 0 0 0 0 0 0 ~i~~;~~'~i' CREEK ~ SEWER 1~ _ 0 MIN'_ ~ PIPE STONE DAM
E SEEDING MIXTURE: FEB 1 -MAR 31 MAR 31 -AUG 20 STANDARD CATCH BASIN ~i 0000 0000 _ ~i1 000000 00000 SANDBAGS
AUG 20 - OCT 25 AUG 20 -FEB 1 YARD INLET PROTECTIO N - - N.T.S. BLE D OF 3 OR MORE TURF TYPE TALL FESCUES 200 250 N.TS 000000000000 i~~~ q >
KOBE LESPEDEZA 30 10-10-10 FERTILIZER 1000 1000 NATURAL _ 0 0 0 0 0 0 0 CLASS B SYNTHETIC FILTER SECTION A-A ~ ' i
AGRICULTURAL LIMESTONE 4000 4000 GROUND GR UNDL ~ 0 0 0 STONE FABRIC Q ~
NITROGEN(TO BE APPLIED AUG 20-FEB 1 ONLY) 40 ARTHEN RIDGE CONSTRUCTION SPECIFICATIONS
6'-0• W/ 2;1 SIDE SLOPES STONE SECTION °oJQ~°~
MULCH SHALL BE WHEAT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000 ,;;,~~r~:^;~;, 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE NOTES ~ N ~ w ~ o
POUNDS PER ACRE TO ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF 1B" - INLET. MATERIAL. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY ON THE S M W ~ r`'~~~i~ ~n ~=i SLOPE _ A E oRKING DAY 2. DRIVE 5 FOOT STEEL POSTS 2 FEET INTO THE GROUND O U Z
THAT THE SELECTED AREA IS SEEDED,' ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING BY CRIMPING T- SURROUNDING THE INLET. SPACE POSTS EVENLY A OUND THE TEMPORARY ROCK CHECK DAM 1) EROSION STONE TO BE "CLASS II" RIP-RAP ~0=18" UNLESS DESIGNATED o Q
WITH A MULCH ANCHORING TOOL, ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT WILL NOT COUER THE 18• R PERIMETER OF THE INLET, A MAX. OF 4 FEET APART. CONSTRU DIFFERENTLY ON PLAN. o ~
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. CONSTRUCTION SPECIFICATIONS 2) KEY SANDBAGS & FILTER FABRIC INTO CREEKBANKS AND INVERTS WHEN ~ z w° } Z
MAINTENANCE AND RESEEDING SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, • USE 2 THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING, MOWING, AND CONSTRUCTION SPECIFICATIONS MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE CLASS I • USE 2 TO 15-INCH STONE (N.C. DEPARTMENT OF TRANSPORTATION POSSIBLE SANDBAGS TO BE MIN. 24" ABOVE WATER LEVEL. o ~ ~ Q w Q ~
WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER, SHALL BE 1. INSTALL THE DIVERSION AS SOON AS THE RIGHT OF WAY HAS BEEN CLASS A OR CLASS B EROSION CONTROL STONE). 3) SANDBAGS, POLYETHYLENE, & TEMPORARY CMP MAY BE DELETED ON DRAINAGE ~ o 0 0 ~ ~ ~ KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE DITCHES, WITHOUT ACTIVE FLOW, AS DIRECTED BY ENGINEER.
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES, MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. KEY THE WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFILLING WITH TOPSOIL AND CLEARED AND GRADED. 4. PLACE CLEAN GRAVEL NC DOT 5 OR 57 STONE ON A 2:1 ABUTME • 4) CONVERT TO PERMANENT CHANNEL STABILIZATION AFTER UTILITY LINE IS r ABUTMENTS A MINIMUM OF 18 INCHES TO AVOID WASHOUTS FROM INSTALLED. m
RETREATED FOLLOWING THE GRASSING PROCEDU E S IFI D H IN. 2. DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FlLL, ( R PEC E ERE 3. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION. SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND OVERFL( OVERFLOW AROUND THE DAM.
4. LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SMOOTH TO AN EVEN GRADE. 5) BACKFILL OVER PIPE TO BE OF NON-ERODIBLE MATERIAL (ROCK OR STONE).
SEQUENCE of CONSTRUCTION SPACING OF THE DIVERSION TO USE THE MOST STABLE OUTLET 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, 1. PLACE 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON Z
• AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SAl1SFACTORY, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING A FILTEi PROVIDE OUTLET PROTECTION. ELEVATIONS. 2. KEEP Tf A FILTER FABRIC FOUNDATION. a
1, NOTIFY NCDENR LAND QUALITY SECTION PRIOR TO CONSTRUCTION BY TELEPHONE AT 5. IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS 2. KEEP THE CENTER STONE SEC110N AT LEAST 9 INCHES BELOW TEMP 0 R A R Y CULVERT TYPE ~
336 771-5000. NOT SUBJECT TO CONSTRUCTION TRAFFIC. STABILIZE WITH GRAVEL 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH NATURA ( ) BANKSAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL STREAM CROSSING
2. OBTAIN GRADING PERMIT AT PRE-CONSTRUCTION MEETING, OR REFER TO ENCLOSED AREAS TO BE CROSSED BY VEHICLES. GROUNDCOVER. BANKS, 3. EXTEND STONE AT LEAST 1.5 FT BEYOND ':THE DITCH BANKS TO KEEP o i
COPY IN CONTRACT DOCUMENTS AND SPECIFICATIONS BOOK. MAINTENANCE 3. EXTEND OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS N.T.S.
3. INSTALL STABILIZED CONSTRUCTION ENTRANCE MUD RAMP AT ALL CONSTRUCTION W Y DIVERSIONS FOR WEAR AND AFTER MAINTENANCE OVERAL( PERIODICALLY INSPECT RIGHT OF A ENTRANCES. EVERY HEAVY RAINFALL FOR EROSION DAMAGE. IMMEDIATELY REMOVE THE CHI THE CHANNEL.
4. CLEAR SITE ENOUGH TO INSTALL EROSION CONTROL DEVICES. SEDIMENT FROM THE FLOW AREA AND REPAIR DIKE. CHECK ouTLET AREAS INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH 51GNIFICANT
5. INSTALL SEDIMENT AND EROSION CONTROL DEVIOES. AND MAKE 11MELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT M A N TEN ~ MAINTENANCE Q
6. PERFORM CONSTRUCTION ACTIVITIES PER CONSTRUCTION PLANS AND DIRECTIVE OF THE OF WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE AND ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF ° i
ENGINEER, FILL THE OHANNEL TO BLEND WITH THE NATURAL GROUND, AND SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT INSPECT CHEC EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM >
7. MAINTAIN AND CLEAN EROSION CONTROL FACILITIES THROUGHOUT DURATION OF PROJECT. APPROPRIATELY STABILIZE THE DISTURBED AREA. THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS EVENT. ANTICII 8. ONCE CONSTRUCTION IS COMPLETE, SEED SITE. NEEDED. AND EROSION AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT w - a ~ ~ ~
9. AFTER ALL AREAS HAVE BEEN STABILIZED AND APPROVAL IS GRANTED BY NCDENR LAND ALL DAMAGE I ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS.
TYPICAL EARTHEN BERM QUALITY SECTION, REMOVE TEMPORARY EROSION CONTROL DEVICES. INSTALL A PRA INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL ypl~ d~~i h. ~ ~
N.T.S. (PRACTICE 6.~ (PRACTICE 6.31. RIPRAP-LINED AND PAVED CHANNELS). ``~"`f` ,
i 4. Y3 t) ~1 ~ I
REMOVE SEDIN REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT ' ~w"~'~''
GENERAL MAINTENANCE PROVISIONS 2' DAMAGE TO C DAMAGE TO CHANNEL VEGETATION ALLOW THE CHANNEL TO DRAIN THROUGH ~,~"~~~a ~+~,kks7~ ~t Ne a I ~ 7; M1±, F" 7 5,x"7' `~r~~g THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING q; . ~ ~ W
/ VARIES THE STONE CE / SEDIMENT OVE INSPECT TEMPORARY EROSION CONTROL DEVICES AFTER EACH PERIOD OF \ SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN r :~~I ti~ it
SIGNIFICANT RAINFALL. CHECK DEVICES FOR RILLS, EROSION, OR PIPING, \ DESIGN HEIGH~ DESIGN HEIGHT AND CROSS SECTION. ~ r' Q ~
\\\\\j~j ALL AREAS SHOULD BE STABILIZED WITHIN 15 WORKING DAYS AFTER /
CONSTRUCTION IN THAT AREA. DENUDED AREAS SHALL NOT EXCEED ,y\\j\\j\\j\\j\\j \j\\j\\ \j\\ EXIST. CHANNEL SLOPE Q~0
1000 LINEAR FEET WITHOUT SEEDING AND STABILIZATION. ALL AREAS ; ~ DAMAGED PRIOR TO ESTABLISHING PERMANENT STABILIZATION SHALL BE . .Class B Rlp~a~},~- ~ ..~r I v 7 k~ !'eta . Pipe~Invert, 35'
. \ ~ ~Q IMMEDIATELY RE-ESTABLISHED. / ~ 7 i e Max
~ \ ~ EXIST. CREEK WIDTH C~ , / / 3. / / >70- Flow Q ~ Q
~ s 0 0~0 ADDITIONALLY, THE FOLLOWING ITEMS SHALL BE PERFORMED IN _ -L `~.4 FLOW 1~,~n Yee
ACCORDANCE WITH THE SPECIFIC CONSTRUCTION DETAILS ON THIS SHEET: ~~j\\\j s' ~ / o°o°c~o°o°o° o
1. SEDIMENT BASINS AND INLET PROT CTIO V CE S t E N DE I S HALL BE CLEANED ~~o t ~ w~~ ~ ~ ~~y~~ I ~ Q I ~G / t I ~ 1 ~J'~' ra? ~ I
WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF OF THE DESIGN \ r, FILTER FABRIC ~ r _ r a e(~a~ep.. ~ ~ IL~
DEPTH OF THE DEVICE. THE SEDIMENT SHALL BE PLACED IN THE - ~ Q QJ~/ ' 1, I ~ l~ \~U~i'V.'OQ~ }~p~ry~. ~q'!Y'` 3T•m ;~ij;~w1 6~/y /e''•. ~ ~ ~I
DISPOSAL AREA OR APPLIED TO THE LAND AREA. ANY GRAVEL _ _ _ _ EXIST. CREEK FAOINGS CONTAMINATED BY THE SEDIMENT SHALL BE REPLACED WITH ~ _ ~ I~ ~ 1 i~_ P. ~1`r ~ rya }~ti~ ~ ~ ~
o CLEAN GRAVEL. \ BOTTOM SURFACE RIP-RAP LINING, r
~ ~ STONE SIZE VARIES i Q )r ~ ~ r t ° ~ ~y'nl.7~at fir
2. RIP-RAP, SILT FENCE, AND EARTH BERM DIVERSIONS SHALL BE \ I INSPECTED FOR EROSION, DISPLACEMENT, BREAKS, OVERRUNS, AND 8' ' /\\j\\j\\j\/\ \\r~\ ii~~ ° ~ 7 ~1~11 ~l aj ~1 ~ wI~J3~ Gh~ rr~~~~ 1~°et>n ~i%i 6 min =1~ ~ 1 _ ~ I ! ~ ~ x"i ,t'~ ~o~tiJ~P~"~' rrr'~rk 10
o ~ ///\///.//i EXCESSIVE SEDIMENTATION. THESE DAMAGES SHALL BE REPAIRED BY 4. aQ~, de th ~ ~ I _ I. ~ g`~,~ ~ n l~'.I ~ ~ ~ 4 ; W ~
o / N RETURNING THE DEVICE TO ITS DESIGN CONDITION. ~ ~ ~ 2-3 0~, ~ ~~n ; ~ ~ I Z coarse aggregates ~ a ~ ~ - C.~ Z
~ / / PER DWQ REGULATIONS, PLACEMENT OF CHANNEL
° 3. SEEDED AREAS ERODED PRIOR TO PERMANENT STABILIZATION SHALL BE STABILIZATION STONE SHALL BE LIMITED TO THE BOTTOM REGRADED AS NECESSARY, RESEEDED AND MULCHED UNTIL A SUITABLE TEMPOR
o AND BANKS OF CHANNEL WHICH ARE DIRECTLY IMPACTED BY SURFACE IS ACHIEVED. THE SEWER LINE INSTALLATION. RIP-RAP SHALL NOT BE >-EMPORARY CONSTRUCTION ENTRANCE ~ ~ ~
a 1. PREPARE SOIL BEFORElNSTA1LING BLANKETS, lNCCUDiNC APPClcAnDN o,<uME, PLACED IN AREAS THAT WERE NOT DISTURBED, AND SHALL N.T.S. LL W
o FERTILIZER, AND SEED. Washing - If conditi~ O (n ~ ~ - If conditions at the site are such that most of the mud and sediment ~
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP ONLY 8E INSTALLED BELOW THE NORMAL HIGH WATER LEVEL. are not removed b EROSION CONTROL PROCEDURE RIP-RAP SHALL ONLY BE INSTALLED BELOW THE EXISTING y ~ X 6" W1DE TRENCH BACKFlLL AND COMPACT 7HE TRENCH AFTER STAPLING. washed. Washing she t removed by vehicles traveling over the gravel, the tires should be ~ ~ W .Washing should be done on an area stabilized with crushed stone that Natural Ground ~ W
The CONTRACTOR shall conform to all re uirements of the soil 3 ROLL CENTER BLANKET /N DIRECT]ON OF WATER FLOW ON BOTTOM CF CHANNEL. GRADE OF THE CHANNEL, SUNK INTO THE GROUND, SUCH drains into a sedime into a sediment trap or other suitable disposal area. A wash rack may also Riprap Headwall, l' min -
w q 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) W11H A 6" OVERLAP. u5£ A THAT ORIGINAL GRADES AND CONTOURS ARE NOT MODIFIED. be used to make we d to make washing more convenient and effective. 1' 3' height from road shoulder , ; ~ O
a sedimentation and erosion control laws and regulations of the DOUBLE ROW OF STAGGERED STAPLES 4"APART To SECURE BLANKETS RIP-RAP SHALL NOT BE PLACED ON TOP OF THE SURFACE m State of North Carolina as established and enforced by the 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED Fjow ~1 s~ ~ ~I
° Land Quality Section of the North Carolina Department of !N s" DEEP X 6" N7DE TRENCH. BACKF/LL AND COMPACT THE TRENCH AFTER OF THE GROUND UNDER ANY CIRCUMSTANCES. Construction S t s sTAPLINC. P ruction Specifications: z, ,F ~ (n
Environment and Natural Resources. These requirements 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER INE CENTER BLANKET 1. Clear the entrance ° shall include but not be limited to the following: AND STAPLED 2" FOR C350 MATTING, ALL FINES AND/OR FEES IMPOSED ON THE OWNER BY tlanable material r the entrance and exit area of all vegetation, roots, and other objec- , ~ ~ cable material and properly grade it, ~ ~ ' , 7 . ~ip~l1 erJt!
1. All denuded areas are to be seeded and stabilized 7. !N HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT !S RECGI4lMENDED NCDENR DUE TO IMPROPER CHANNEL STABILIZATION ~~~r } `I I I~ ~ ti" tic. 1.5' .t `!~r I 4' ~ ~,y ~ Fd i'r 1 , , i .ate y"'.'t~yr L - lr 'k~" l,nl, 1 ~r',~~wF ~ x> ~~I
i within 15 days of completion of any phase of grading, AT 30 l0 40 F00T INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENARE PRACTICES SHALL BECOME THE RESPONSIBILITY OF THE 2. Place the gravel e the gravel to the specific grade and dimensions shown on the plans, and x~~~,~~c 7rr} s~~,s n,~as`y ~x 1~~~,~'k}#', F.~""r~~'~' ; ~r~~ '~~^s;``~~;~r.k rfs~~ ~ c" s-~ to )~t4x ,Eat ~U~, , ~w.~i t'n .i:~1[~ ~,av~ i~1-,' ° t~"' ~4l ~y~i
° Should conditions exist unfavorable for seeding or other WTDTN OF 1XE CHANNEL PLACE A SECOND ROW 4" BELOW THE FIRST ROW !N A CONTRACTOR. ALL ADDITIONAL COST ASSOCIATED WITH THE smooth it. 00th It. ~ u~T~'~1.'~~' °~1yJ~€3 ~ yti# ~w~ D B ~ ~ ~ ~ r~,~~~ ~~'r`~o „~~a,~`ipp a ~~~~~'(~~u ~,g~'~~
m intended ground cover, mulch and tack application as STAGGERED PATTERN. REPAIR OF IMPROPERLY INSTALLED STABILIZATION MEASURES ° 8 7HE 7ERMlNAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 DEEP X 6 INDE specified below will be required. TRENCH, BACKf/LL AND COMPACT THE TRENCH AFTER STAPLING: SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AT THE 3. Provide drainage ?z~',ti~4~~ ~'~~"~y~'~ ~ ° !f~i ..6. ~ ~ ' , •S L~~~i4,, ~..c ..J, F, ~ 7 r... ' I ride drainage to carry water to a sedment trap or other suitable outlet
Finura R 55a Rnrk nine inlet nrnlacfinn nlan view and crncc_cecfinn view ~ ,~~r .
° 2, All erosion control improvements shall be maintained repaired DISCRETION OF THE OWNER AND ENGINEER.
N 4. Use geotextile fat and kept working until acceptance of project. locations subject geotextile fabrics because they improve stability of the foundation in
NORTH AMERICAN GREEN ations subject to seepage or high water table.
Maintenance: w TEMPORARY DITCH LINING Maintain the gravel F ,nonce: TEMPORARY PIPE INLET PROTECTION 14 i the gravel pad in a condition to prevent mud or sediment from leav-
z CHANNEL RESTORATION DETAIL ing the construction construction site. This may requuire periodic topdressing with 2-inch N.T.S.
INSTALLATION GUIDE stone. After each ra z After each rainfall, inspect any structure used to trap sediment and clean
N. TS. it out as necessary. < washed, or tracked c as necessary. Immediately remove all objectionable materials spilled, or tracked onto public roadways. OF 16 TY-35
°
© 2010 Davis-Martin Powell & Associates, Inc