SW8020407_Approved Plans_20021023

HWY #132
REVISIONS
421 PIKER RD
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Date Description By
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�.'" -' - ao _._. _ ? _ 1 ` ` r / SITE DATA
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Y / TOTAL AREA 8.24t ACRES �.O • .!... \\
ZONING R15
DROP INLET w INLET PROTECTION
- , oo � , _ / � j } BUILDING AREA 48,000 SF
STORMWATER RUNOFF DIRECTION ASPHALT AREA 56,485 SF
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/ / j •...Lw .,.; ._ ::,_ = CONCRETE AREA 12,748 SF DATE 07-26--02
CONCRETE AREA GRAVEL AREA 49,901 SF
DESIGN PGT
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LIMITS OF DISTURBANCE
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COVERIRTOPFTOMBE FLUSH _.. PAVED OTHER jTM SAREAS �UTSOFR MAR�:,S ASRY FINISHED GRADE SITE WORK NOTES REVISIONS
STORM DRAIN REQUIRED
O
AS DIR. BY ENG. WITH STREETS, WALKS OR TRAFFIC. TOP TO BE AS (� Description B
RESIDENTIAL AREA » E NOTED ON PLANS ON RiiiG N CI?YER CONTACT U II=11 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING Date P y
3 gg C MENT S S SHALL BE MACHINED
M/RTAR UNPAVED ROADS PROVIDE SO AS TO INSURE EVEN BEARING W CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
-- STEEL OR WOOD POST 8" COVER OVER LID AND fl of ccnR ON ttING.
Tc�P � �� 2, CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
SET LABELED CONCRE U-
7
{ - MONUMENT NEAREST R/W MANHOLE CONSTRUCTION I 0 OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
WIRE FABRIC LIMIT. A A a is o 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE' ROOTS, STUMPS,
a 4.::,.,, MANHOLE FRAME rx COVER ACHINED SURFACE SIMILAR TO STANDARD a
¢ _ m FILTER FABRIC
' MANHOLE
_ _
- i - -- MIN. 12-1 /2 GA. o PEEN
COVER VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGAN
IC
Q CONCRETE COLLARa '
NTERMEDIATE WIRES �+- ivQ ADJUSTMEN ZT z
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
M 27 •� 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
-�, o (2) LIFTING BARS a REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
CONCRETE SPACERS FOR ADJUSTMENT TO GRADE 4" 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
MH S j- 24 _ i NEW OR EXIST. W_L_ �i CULVERT REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
I 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
0 /. DIAMETER EQUAL j0 W
(nI I ING PRECAS 26 (MANUFACTURERS) SEWER P S 4'-0 W 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
ANCHOR FABRIC SKIRT a d'�s0 � C TOP I -'I �. us FOUNIN2Y do MFG. CORP. EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
0 0- AS DIRECTED BY ENGINEER W31' uSF 710 RING do DP -SSG COVER
'� a a r- " FOR NON -PAVED AREAS) NEW OR XIST. C.I. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
` M 0 I I J - - _ - - - - - 34 2. EAST "DAN IRON WORKS INC. SEWER -I V. VARIES w
0 N a 48 DIAMETER STD. PRODUCT 1202701 _ 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
a or Z PRE -CAST MANHOLE tv
PROPERLY PERMITTED FACILITY AS REQUIRED.
=� SECTIONS RING 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
;;, m MANHOLE IN ACCORDA 5 MIN. WALL THICKNESS MINIMUM WEIGHTS:
= v ( WITH ASTM C 47 1 RING 190 LB& EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
0 0 FOR 4 DIA. BARREL rQ`
_ „ COVER - 120 LBS.
L!
NOTES: _ _ _ _ _ 6 MIN. WALL THICKNESS ►�`L o IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND ( -' FOR 5" DIA. BARREL SECTION A -A 4 _ EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY ITUMASTIC JOINT SEALANT 3000 PSI CONC. - THEIR INTENT TO EXCAVATE, ,
AS APPROVED BY THE FOOTING ' : "' _ IN WRITING NO COORDINATE DISCONNECTION/
DTO EXCAVATING.
SPACING. 5 TYP. ENGINEER GROUTED INSIDE MANHOLE FRAME AND COVER 10. THE CONTRACTOR SHALL BE RESPONSIBLE
cn ` AND OUT WITH APPROVED ( =11 1 II- RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF cn NON -SHRINKING GROUT NTS-111=1((� j
36" IN WIDTH. FABRIC SHALL BE FASTENED 1" PER E APPROPRIATE PERSONNEL
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE o FOOT Y 11. EXISTING SURVEYING PERFORMED BY ARNOLD W. CARSON AND SUPPLIED BY THE OWNER.
ENGINEER. (n W SEE PLAN FOR PIPE �`� TYPICAL INTERFERENCE MANHOLE ,?. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
3 a ORIENTATIO NTS THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE. PIPE �� : (' NOTES: PRIOR TO INSTALLATION.
DIAMETER MINIMUM 8" STONE „
' " " 1 = z "' I - ! 1. SIDEWALK THICKNESS SHALL BE 4 UNLESS NOTED OTHERWISE. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
4. WOOD POST SHALL BE A MIN. OF 6 IN HEIGHT AND 3 ;°o°o° M o°o BEDDING FOUNDATION HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
TO 4 IN DIAMETER. WIRE FABRIC SHALL BE FASTENED = O e: L• �C� I 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 1 ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STABLE °p -�° °� „
° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° �- (- DD 3. THICKEN SIDEWALK TO 6 AT DRIVEWAYS. AT FINAL GRADE.
1 1/2" LONG )-o o_s0i-o 0..0_0_0-0_o_o_a_ -o_o_o_o_o-o-o_o_o_o-o ` CASTING
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c
NOTE. USE E)EWEY BROS. 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
( I CH-BN 3A FOR -CATCH WITH NO CURB. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
A FENCE,
RUBBER GASKET '1 - �- OD�( BASINS AND CH-BN-47
TEMPORARY SILT 8 MIN. " FOR YARD INLETS 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
NTS 24- s EXTENDED LIP MONOLITHICALLY CAST I ( AT STRUCTURES AND AS NOTED ON SITE PLAN. 16. ALL PAVEMENT BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
BASE SECTION (EXTENDED BASE NOT CONC. COLLAR JUNCTIONS,
12" 12" REQUIRED FOR MANHOLES < 8' DEEP) I- - - - - - -� - 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT OR OTHER TRAFMIC CONTROL NDEVICES SHALL BE PROVIDED NA ACCORDANCE WITHLNCDOT
PARALLING CURB OR STRUCTURE.
of 7. REINFORCE w/6x6-10/10 W.W.M. TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. z
1--I- �.8 � STANDARD MANHOLE PLAN 1 �7. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
L 1'-p» 30' MAX. SPACING ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE H
m NTS - CONC. COLLAR SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
A A III-. TREATED ASPHALT PA'VENtNT CURB
- � - - - _- _- - LANDSCAPE (�I 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
zQ -. -1 I I=1 I i=1 l I=� 1-1 I l=1 I I-III=1 i 1= ELEV. VARIES 0
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
a s" ABC TIMBER
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A N
4J sToivE BASE Q ° . e • _ CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
N � .. e _ . °- :. 4 NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
VALLEY - >W �a ,W 4 . • : 4 �e e . : • ; . NIGHT REFLECTING.
BRICK MASONRY cn • e a
NTS 0 o - - a 20. DUCTILE IRON SHALL BE CLASS 50.
11 F 0 U Li- I a 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
C.I. BOX 1 0 -e e17v FLOW � �. �..
SEE PLAN
SEE PLAN
FILTER FABRIC
SECM014- A ^ (MIRAFI 100 X OR
BLOCKING
DIMENSIONS
PIPE SIZE
(Z)
Q
UP TO 10"
4'-0"
2'-6"
1'-6n
12" TO 18"
5'-0"
4'-0"
2'-0"
18" TO 24"
8'-0"
6'-0"
3'-0"
& COVER ' RLr ►+i cn w 4" :. STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
Z� WW s - - =.� 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
rtw ►-•+w BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE C)
�j
:.
PAID FOR BY THE CONTRACTOR. Fq
- C3� Q 3000 PSI CONC. - ; �- .=,= . - •. -. -- • _ �- - .• COMBINATION---,,,- - ��,�0 _ �4 '- = 00 23. SEE GEOTECHNICAL REPORT NO. __, DATED _______, BY _________
MAX 45 SWEEP w n. ° C. ____N FOR ADDTIONAL REQUIREMENTS.
BENDS AS REQ'D Q DR P INLET TO HAVE SffiD CONSTRUCTION SEQUENCE 0
TR DROP FOOTING
SHOWN 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR 0
SECTION
4 '.J.� EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
NIPPLE PER COUNTY
•.,�aP'nl iTPP kAF7KlTQ n r"1 r% ['1 T A I I r'r r % r'T A T I 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED Q
n T. .lam . ►.,1 a rTr'f1 /1A\If­TP11 1^TT/1L,
ArrKuvtu tc>IUAL) MAiN i P�1YVLL _,_- - - -- - -
© AS REQ D
BLDG.-STRUCTURE
3, INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING' CONSTRUCTION INCLUDING ^
NTS PLAN BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. f-=--1
ENERGY DISSIPATOR - �
NTS A RADE Z z
'�TURBED SOIL 1 /8 R T0�)LED 1 /4„x1" DEEP w/AN INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNIN
'=S.* _ I NOTE: MINIMUM 3 FEET OF COVER 1/8 R TOOLED JOINT CONSTRUCTION. 0
. s, . _ JOINT
<..: B SHALL BE MAINTAINED UNLESS 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
LATE WINTER & EARLY SPRING �" '` DUCTILE IRON PIPE IS USED. SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
TEMPORARY GRASSING DETAIL © �, �arEvosc° PE e ° . 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN I�
SECTION -'PLUG TYPICAL
� ' 4 .. - Q a • • REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER � `1
SEEDING MIXTURE NEAR SIDE rQ TIMBER <• :. a DURING CONSTRUCTION. E
PLAN -BEND = f-o °: , = FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
,SFE� RAM Qbh �a i I I i 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS z
Rye (grain) 120 0 © SEWER SERVICE DETAIL � pW oa - DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM ~i �
Annual Iespedeza (Kobe in W U Q �{
• - R v av°- C.I.. BOX
Piedmont n Coastal Plain D IY Vi »
edmo t and , T M „ ENTERING STORM DRAIN PIPING.
.:.... NTSEXPANSIONTOPSOIL
NEWTURF U'ED `SOIL „ cn "Craw !_,?NG SWEEP /
�- AC L 2 TYPE I-2 NCDOT "LLJ I � JOINT MA RIA E, ALL DISTURBED AREAS SHALL DE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
Omit annual Iespedezo when duration of temporary cover is not to extend ( ) 4 �W AS R�Q D �'d REACH OI MATERIAL—`
Oz T THAN 30 DAYS AFTER DISTURBANCE.
beyond June. .. , � SOON AS POSSIBLE BUT NO LATER
�'► ... ® O, TIMUM DEPTH F--�
8 ABC STONE NCDOT = �r 0
( ) `'' EXPANSION JOINT ACTION JOINT(U.)ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
o:z (E.J.) CONTR
SEEDING DATES. W W
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
Mountains Above 2500 ft: Feb. 15-May 15 PLAN -TEE SECTION -BEND & TEE
Below z5oo ft: Feb. 1-May 1 45' 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
y VARIABLE SLOPE L PLAN PROVE TO BE LESS EFFECTIVE.
Piedmont - Jan. 1-Moy 1
1.5� MINIMUM CONSTRUCTION. o SIDEWALK � OF CONSTRUCTI
Coastal Plain - Dec. 1-Apr. 15 CONCRETE BLOCKING _ _ NIPPLE PER COUNTY MAIN - 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION •
-- REQUIREMENTS COMBINATION NTS ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
NTS I=1I I-f I I- A 0 i
SOIL AMENDMENTS III -III-) NOTE: MINIMUM 3 FEET OF R MAINTENANCE REQUIREMENTS •
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricui- NOTE: PAVEMENT SECTION MAY VARY SHALL BE MAINTAINED UNLES 2' SPILLWAY N TRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
turai limestone and 750 lb acre 10-10-10 fertilizer. DEPENDING UPON FIELD CONDITIONS. DUCTILE IRON PIPE IS USED. 1. COS 0.4
e-1
/ CONTRACTOR SHALL COORDINATE SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. O
SPRING -SUMMER ENGINEER PTO DETERMINE
MULCH TYPICAL FAR SIDE 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
•'� ?• OPERATION FOLLOWING EVERY .RUNOFF- PRODUCING RAINFALL, BUT IN NO CASE LESS THAN " �
PERMANENT GRASSING DETAIL ACTUAL PAVEMENT SECTION. 2• ° TI 0 CV
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING .WITH. ASPHALT, NETTING ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN .ALL
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN B SEEDINGMIXTURE S E WER SERVICE DETAIL. FLOW PRACTICES AS DESIGNED.
USED AS A MULCH ANCHORING TOOL PAVEMENT SECTION _ZBd�I� NTS � 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET co
PENSAcoLA BAHIAGRASS NTS l 1 1 A BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE H-1 9
MAINTENANCE SERICEA LESPEDEZA 30 PIPE ZONE PIPE ZONE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
COMMON BERMUDAGRASS 10 UNDISTURBED
Refertlize if growth is not fully adequate. Reseed, refertilize and mulch im- GERMAN MILLET 10 " " " " SUMP 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
CHANNEL BOTTOM 124 La
�
mediately following erosion or other damage. TALL FESCUE 50 6 O.D. 6 6 O.D. 6 BOTTOM F CE THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY W
IN. IN IN. IN. CROSS SECTION
TEMPORARY SUMMER GRASSING DETAI SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. W ,
SEEDING MIXTURE 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- FINAL BACK F L PIPE SIZE AS _ -
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ib/acre CENTIPEDEGRASS. FINAL BACK _
TEMPORARY SEDIMENT TRAP TABLE
NO.
AAREA
CRES
REQ'D
PROVIDEDL
W
D
1
1.38
2700
2484
60'
15'
3'
0.5 FEET DEEP AT THE EN
Cd
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
O co
E095 RATE (ib/acre) ON THE PDLANS - - - SEE PLAN SHEET FOR LOCATION O Lo a
GERMAN 'MILLET '� SEEDING DATES INDICATED AS - _1 , Z CO CO z
3 MIN. 2 z -+-�
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE APRIL 1 - JULY 15 ON THE PL
SUBSTITUTED AT A RATE OF 50 LB ACRE.' '" - Y - _
/ �. �Q �,� CLASS 1, 2 0 _ _ _ WHERE RUNOFF IS DIRECTED " W � .. �- �- w
e:
O.D. _ 0 O.D. W AWAY FROM CURB, GUTTER - �i 1 1 z
1, " -E-� O rj z
SEEDING NOTES SOIL AMENDMENTS '�.. _ :.:.''_: o - �: SHALL SLOPE AWAY AS SHO
_ �- I I =1I I CLASS A CONC. SLOPE �n W
MOUNTAINS -MAY 15-AUG. 15 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ib/ocre INITIAL BAC LLI _ ` `="Y' '''''v-3° 6" MIN. CLASS 1 OR _ _ _ " MIN. 1 2'D� a
PIEDMONT MAY 1-AUG. 15 GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-1D-10 FERTILIZER. eLAss 1 - _ STONE SECTION A --A ASPHALT : a.
3
=1 �-III-� (-� �- �_-� I I_I I I-� I I-� I �-
COASTAL PLAN APR. 15-AUG. 15 - - NOTES: SLOPE R
=1 I(=1 I=I I-) I-� FIRST .° :, .. ; I a d a. a a �..� • r-� �
I I=III=III=III=1 I I= :-STABLE STABLE I I-III-III=III-i I I= --STABLE 1. SEDIMENT TRAP WILL BE CONSTRUCTED m ;. 4 _ N
SUMP SECONDLY. s -1 %8..R ... �"""'� 0 o
8" ABC a�
SOIL AMENDMENTS MULCH FOUNDATION FOUNDATION
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY o N
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL- APP000 lb/ocre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE MATERIAL MATERIAL WILL BE NO LESS THAN TWO FEET.
ri • � .�i � C
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULC"i4, C PIPE 3. SPILLWAY DEPTH SHALL BE ONE FOOT. DRAINAGE AWAY FROM CURB
H ANCHOR BY TACKING WITH ASPHALT ROVING. OR NETTING oR BY CRIMPING PVv D C TI LE IRON PIPE 2'* N C D OT 1-2 ASPHALT E'�'� di � P-, PC.,
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
L 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MULCH
USED AS A MULCH ANCHORING TOOL
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
PIPE BEDDING DETAILS 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
900 CF OF SEDIMENT STORAGE.
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A' MULCH ANCHORING TOOL.
MAINTENANCE
0 6. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH
REFERIILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
m STORM AND CLEANED AS NECESSARY MIN. ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
MAINTENANCE
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
Z) AS TO LIMIT SILTATION.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTILIZE AND MULCH IM
U J
TEMPORARY SEDIMENT TRAP DETAILFALL--WINTER ��-
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
ETATL
4 CU. FT. GRAVEL VALVE BOX vo NTS
PERMANENT GRASSING D OR UK. STONE
ONC. APRON mZ
TEMPORARY FALL GRASSING DETAI SEEDING MIXTURE 24"� OR 50. H
FINISH GRADE 2" FRAME AND GRATE
TE (Ib � NCDOT STD. NO. DEWY BROS. MODEL CH-BN-2001
SEEDING MIXTURE Be___. 840.15.0 OR OR EQUAL
TALL FESCUE (BLEND OF Two OR APPROVED EQUAL ASPHALT PAVEMENT
BATE fib agW THREE IMPROVED VARIETIES) 200
Rye ;(grain) 120
RYE (GRAIN) 25 GROU ELEV. VARIES
SEEDING NOTES SEEDING DATES Tw- - g
JANUARY - APRIL
MOUNTAINS - AUG. 15-DEC. 15 AUGUST - DECEMBER 1+_0*
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 SOIL AMENDMENTS MIN. PRE -CAST CONC.
SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5.000 b/ FLOW
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE -GROUND AGRICULTURAL 1,000 lb/acre 10-10-10 FERTILIZER. 4 M - -
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. 4 • - .: s y= .
MULCH
d: B ... _° .. 6" GATE VALVE
3000 PSI CONC.
; :LJ
MULCH
APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CPI
,
1 - GALV. 1/2" U-ANCHORM
a
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT C
BE USED AS A MULCH ANCHORING TOOL.
e
BOLT END AROUND HYDRANT
BOOT AS SHOWN.
SEE PLAN FOR PIPE
USED AS A MULCH ANCHORING Tool
(
CONC. BLOCKING. POUR
ORIENTATION & SIZES
I-- 2'-0"
MIN. ---I
SECTION
MAINTENANCE
MAINTENANCE
AGAINST UNDISTURBED
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre
of nitrogen in March. If it is necessary to extend temporary cover beyond
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 lb/acre NITROGEN IN JANUARf
OR FEBRUARY. 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8,
FERTILIZER APPLICATIONS DURING
TYPICAL
HYDRANT(TRAFFIC
GROUND
TYPE)
CURB
INLET DETAIL
June 15, overseed with 50 lb/ocre Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedezo in late February or early March.
16-4-8. OR SIMILAR TURF FERTILIZER. AVOID
WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILE,
INCHES
NTS
NTS
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5
AS NEEDED.
ROADWAY
i •
2" GATE VALVE
CLASS A CONC. I
ASPHAL SLOPE t• -R
s 3" �
s :a
° .4-
DRAINAGE TOWARD CURB
TYPICAL 20' ROAD CROSS-SECTION,
CURB SECTION
NTS
WATER METER BOX �OPO
Q J0�.tG
Ile
OR PLUG VALVE 2" PIPE WITH
THREADED CAP
2" PIPE METER BOX
BRICK BASE ON
SADDLE OR UNDISTURBED GROUND
CORPORATION STO
WATER MAIN -�`- NOTE: SEE SPECIFICATIONS AND BID SCHEDULE
FOR PIPE MATERIAL REQUIRED.
TYPICAL 2" BLOWOFF DETAIL
NTS
V COARSE AGGREGAT�=
ti
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE%,,..R1,.....­1
NTS qq
¢ i ' Essi'
SEAL
�. 17374
/mil
GREG0�y.,�''
u
DATE 07-26-02
DESIGN PGT
DRAWN JK
C3
SHEET 3 OF 3
02010