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DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B
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<br /> FRAME GRATE AND DROP INLET PLACE AND Q Q 02 03 ~3 ~3 Q
<br /> SEE STD. 802.02 FOR SEAL EXPANSION JOINT AROUND FRAME) ¢F 3 O.35 -'02 0,2 (O •• /.O1 .03\ fO �- r r
<br /> OFFSET BLOCKS GUARDRAIL POST AND
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<br /> EXPRESSWAY GUTTER
<br /> �c�ai¢o= ,2" \.100-- -- 12' -- 03 o ��¢o= L L c �C=
<br /> SEE STANDARD 846.01 Q F LU Q F N Q F N
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<br /> iv ----- LL+-1 J _ - 2 LL 1--1 J CURB AND GUTTER OR AS TRAM ITI N Q LL H J
<br /> Y Y O O fn 2 02 0, 02 - z.02 02 ID v /•O6 �04 O O CY1 PAY DIRECTED BY ENGINEER O O Cn
<br /> I Z ►i -- 34 OS - 0�27 - 02 _01 -� - Z LIMITS AP Z H
<br /> a 1>•I I'�._o*�_ 05 o s. o-. • .- - U) •0'. '0 h ~� IN RADII RADII SEE r9
<br /> iv o_ - Imo-_ o,o•. i•. :••.o.•q'- a••r Y'c Y.-,q r+^, `,a PAY LIMITS PLANS) (AS SHOWN O-11
<br /> GENERAL NOTES: I W❑ v- I .02 W❑ <�<f< „k •Y `•,�I' IN RADII W❑I ❑ 12 09 12" 04 p ;>> y^: ++,, i /� ON PLANS)-PAYFOR TRANSITION SECTION AS A 2'-0" 4;,•„CONCRETE EXPRESSWAY GUTTER. -__-__-__ ?w'y' 'f ------•--. 12
<br /> -GUARDRAIL OPTIONAL 5'+/- 5'+/- 5'+/- '>�;l,f,, ,. .��t ,�+ -1.-- -- ---.--- j1A
<br /> CONSTRUCTION °``,'°('^CONSTRUCTION ,c) f(,"r 4' D" �''(<- ��')^ GUTTER CE OF CURB
<br /> JOINT 15'+/- TRANSITION SECTION JOINT .O2 0, .02o /.03 � .09 L- �t;<'{rj�'� �"'�4'�f+<�';)
<br /> 33 04 Oq -- 0.25 04 -.02 NORMAL A. TE�
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<br /> PLAN 2 12" � 12" 00 7" .01 /.05 Q DRIVEWAY WITH EXPRESSWAY GUTTER TRANSITION DRIVEWAY WITH 2'-6" CURB AND GUTTER ¢ 0
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<br /> W PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES U_ W
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<br /> TOTAL SHOULDER WIDTH 6'-3" 6'-3" 8'-3" Z W e 08 Z W Z I-W
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<br /> 3 GUARDRAIL POST SPACING 3 O3 03 -- O.25 _,04 -.03- _ _ _ o/. .. . _ 3 C7 3 v,
<br /> GUARDRAIL J '� I.'a''�•-• •v•�007
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<br /> OFFSET BLOCK (STD' DWG' Q 12" - - 0"
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<br /> 1" OFFSET FROM BACK OF CURB 862.01) 7" 12'r .00 /.OB m �" m
<br /> TO FACE OF GUARDRAIL POST. ❑ ❑ p� 0.04 ❑
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<br /> POST Q Z Q LG. I •..°-.... L -•-'.• Q
<br /> (/( - ❑ ._ ❑ (�m VMIABLE - 10'SUOGESTED VARIABLE - i0'SUGGESTED � � � (,71 m
<br /> 2 4" r, Z ~ w Z SECTION A A SECTION B B SECTION C C Z
<br /> MATTING FOR � 3'-)
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<br /> EROSION CONTROL FLOW LINE ,� +('UTTER H H W -02 3T .02 .02 _O2 0,P5 _•04 -.04- - ''P /.05 _ /•Ol /.11 s= V ---A--------- ------------ C EXPRESSWAY GUTTER TRANSITION GUTTER 2'-8" CURB&GUTTER N V
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<br /> FLOW LINE $ x 12" •O8 7„ 12rr .00 err /.01 /Q7 3 (,�Z JOINR A ELERF JOINT SEALER 3 Z
<br /> SEE STD.'S 840.20, 840.29 AND ❑ W ❑ Z a - ,9" RAO ' RAO O Z Q
<br /> GUTTER GUTTER
<br /> EARTH MATERIAL ) SEE STD.'S 840.17, 84D.18, 840.19, Q BERM VARIES 2'-0" 2'-0" Q Q O
<br /> 840.37 FOR FRAME AND GRATE AS 840.26, 840.27, 840.28, 840.35 AND O O (� 12 -„ (�
<br /> INDICATED BY THE ROADWAY PLANS. OC 0 e'-O" NORMAL CC EDGE OF PAVEMENT C ,.° ;.°-•RIAEIL Cr
<br /> L_I 840.38 FOR DROP INLETS AS INDICATED _ Tffi�
<br /> 08 - B 1'1 - 1" �L,Al10 TOPIPE SEE TYPICAL SECTION FOR BY THE ROADWAY PLANS. BUILD DROP •02 O, .02 . /.02 .12 �SHOULDER COMPOSITION INLETS WITHWT APRON. 30 .Ol .O1 -- O.25 -.O4 -•O5- - A EXPANSION JOINT CONTRACTION JOIN (0 LfC�• ' PLAN VIEW OF TRANSITION
<br /> SECTION X-X SECTION Y-Y 12" `.05 } 12rr .00 7" /02 "'08 NOTES:
<br /> L EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER -IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE
<br /> CURB AND GUTTER, PLACE It" EXPANSION JOINTS AT 25' INTERVALS.
<br /> -PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS. Z LL O'Z LU __
<br /> SECTION VIEWS OF SECTION VIEWS OF -FILL AND SEAL THE TOP Lk" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION O O O O U F
<br /> DROP INLET INSTALLATION IN EXPRESSWAY GUTTER SHEET 1 OF 1 EXPRESSWAY GUTTER IN SUPER ELEVATION 2'-6" CURB AND GUTTER SUPERELEVATION RATES "60
<br /> JOINTS WITH APPROVED JOINT SEALING COMPOUND. SHEET 3 OF 3 w zo z 2 w 5 z m U z
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<br /> PERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11 L) ° � z o�zw00�U)
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<br /> SEEDING MIXTURE
<br /> NON-WALKSORPACE ' F-z
<br /> RGRWALK SURFAEE \ / SPECIES RATE(LB/ACRE)
<br /> TRENCH WIDTH PLUS 2' ;;;;; "' ��� TALL FESCUE 250
<br /> EXISTING PAVEMENT DRIVE \ SERICEA LESPEDEZA 20
<br /> e•.1.Co-CUFF KOBE LESPEDEZA 10 ~ ~
<br /> 3"SF 9.5A(2 LIFTS) 6".fS"CONCR£rEcuRe O\ 50 Z Z
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<br /> 1. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED. _
<br /> y 2. WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED OMIT SERICEA AND U U) cn
<br /> :•e'cURR&cU"E INCREASE KOBE LESPEZEDA TO 40 LB/ACRE. LU
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<br /> NEW ABC, 12"MIN. DEPTH 3. TO EXTEND SPRING SEEDING DATES INTO JUNE,ADD 15LB/ACRE HULLED BERMUDAGRASS. w LL LU w
<br /> 1' 1' SmEW,� �,,, HOWEVER,AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER. z Q OEQ
<br /> SIDBWALR WID9X 5'MIN.
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<br /> TYPE 1 B NURSE PLANTS w O LU Of
<br /> BETWEEN MAY 1 AND AUGUST 15,ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS.
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<br /> TYPE 1 A PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN). U ¢ U O z ¢ o
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<br /> TRENCH DEPTH VARIES
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<br /> D-coNcxsrfiCURB SEEDING DATES � (D Of Q � CCD � o
<br /> PIPE OR CONDUIT BEST POSSIBLE o am o LL o
<br /> FALL: AUGUST 25-SEPTEMBER 15 AUGUST 20-OCTOBER 25
<br /> LATE WINTER: FUBRUARY 15-MARCH 21 FEBRUARY 1 -APRIL 15
<br /> zBRo faro% o sa°"'''X `^•••;-.., FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS.OVER SEEDING OF KOBE �\���°°pFEss/O�0ol
<br /> 5�. J t 'tx LESPEZEDA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. _ o Q� 9�°o
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<br /> PAY LIMITS FOR 1 CURB RAMP °°°° ------- --- •••.....,.•.• SOIL AMENDMENTS
<br /> coNCREJE DEPRESSED CURD APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 4,000 LB/ACRE GROUND = °°
<br /> TRENCH WIDTH AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. O �NGINEF�' J
<br /> VARIES
<br /> DEPRESSED re• gnAn� MER MULCH i CURB 6 GUTlER MIN
<br /> / 833%(/L:D MAX RAMP SLOPE g,)J%ULI)MAX SLOPE '-
<br /> CROSS SLOPE:Z- TYPE 1 ANDNDEVELOST NDAUNIT APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.ANCHOR P
<br /> Office 919-707-6950 F 919-950=4119 STRAW BY TACKING WITH ASPHALT,NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING
<br /> JO CURB RAMPS REQUIRE A(4'-0")MINIMUM LANDINGt'i{J�i_�-�
<br /> NOTES WtTX A MAX/MUM CROSS SLOPE AND LONGITUDINAL SLOPE CURB RAMPS 09-04-2020
<br /> J OF 2.00� wXERE PEDESTRIANS PERFORM TURNING MANEUVERS. TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
<br /> SLOPE TO DRAIN TO CURB.
<br /> - Directional Ramps
<br /> 1. PAVEMENT CUT SHALL BE A STRAIGHT EDGE AND CUT WITH APPROPRIATE SAW CUTTING EQUIPMENT. REFER IO ROADWAY STANDARD DRAWING NUMBER BrS.OSSXEET J OF 3 FOR ALL RAMP NOTES o6:61xnF Br: s.xowE6rox nf11 MAINTENANCE
<br /> MOEE V) BY: TE:
<br /> ME'ISPEC. OPTF:
<br /> 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 95%OF THAT REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.MAY BE MOWED ONCE OR
<br /> OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL AND 6"COMPACTED LIFTS IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. TWICE A YEAR,BUT MOWING IS NOT NECESSARY.RESEED,FERTILIZE AND MULCH DAMAGED AREAS W
<br /> 3. THE FINAL 12"OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100%OF THAT OBTAINED BY COMPACTING A SAMPLE IMMEDIATELY. U
<br /> OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
<br /> 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF CUT SHALL BE TACKED. SEEDING SCHEDULE vi x
<br /> 5. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH 13 w
<br /> LEVEL PATCH. 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL Z
<br /> 6. PIPE BEDDING SHALL BE PER LOCAL MUNICIPALITY STANDARDS. CONDITIONS, IF AVAILABLE. LU >
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<br /> 7. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT PERMIT. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. W DI
<br /> 3.) REMOVE ALL LOSE ROCK, ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE Z .C)
<br /> REASONABLY SMOOTH AND UNIFORM. Z c5
<br /> 4.) APPLY AGRICULTURAL LIME, FERTILIZER,AND UNIFORMLY AND MIX WITH SOIL(SEE W U co
<br /> BELOW-). G G)
<br /> 5.) CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED Q ~ rn
<br /> ASPHALT PAVEMENT PATCH DETAIL IS PREPARED 4T06INCHES Z
<br /> 6.) SEED ON A FRESHLY PREPARED SEEDBED AND SEED LIGHTLY WITH SEEDING U) aai U')LL
<br /> EQUIPMENT OR CULTIPACK W .`
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<br /> 7.) MULCH IMMEDIATELY AFTER SEEDING I�
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<br /> 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE N ccyo)
<br /> PLANTING SEASON, IF POSSIBLE.STAND SHOULD BE OVER 60%DAMAGED,REESTABLISH M °U N
<br /> WITH ORIGINAL LIME, FERTILIZER AND SEEDING RATES. -> o a)z�a
<br /> 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTER > D 0) E
<br /> PERMANENT COVER IS STABILIZED. 0 Q) o w�
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<br /> "APPLY: U N
<br /> AGRICULTURAL LIMESTONE-2 TONS/ACRES(3 TONS/ACRE IN CLAY SOILS) U J M 2 3
<br /> FERTILIZER-1,000 lbs./ACRE-10-10-10 .00
<br /> SUPERPHOSPHATE-500 Ibs>/ACRE-20%ANALYSIS
<br /> MLCH-2 TONS/ACRE(5000 LBS/AC FOR STEEP SLOPES)-SMALL GRAIN STRAW
<br /> ANOTHER-ASPHALT EMULSION @ 300 GALS./ACRE
<br /> SEEDBED PREPARATION
<br /> MAINTENANCE:
<br /> NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED
<br /> AS NEEDED. IF RILLS ANG GULLIES DEVELOP,THEY MUST BE FILLED, RE-SEEDED,AND
<br /> MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS
<br /> TAKE HOLD.
<br /> DAMAGE TO VEGETATION FROM DISEASE, INSECTS,TRAFFIC, ETC.,CAN OCCUR AT ANY O
<br /> TIME. HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST
<br /> AND SPRAYS MAY BE NEEDED TO CONTROL INSECTS.
<br /> WEEK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED,MULCHED,AND RESEEDED
<br /> AS PROMPTLY AS POSSIBLE.
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<br /> PROJECT NO.
<br /> 20-0014
<br /> DRAWING NAME:
<br /> Know what's below. 20-0014_D
<br /> Cal before you dig. SHEET NO.
<br /> D-2
<br />
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