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VICINITY MAP CATI f-k ION MAP SHEET NO.1 OF 17 SHEETS LO

SHEET DETAILS
LEGEND BREVIATIONS
U COVER SHEET
Lp LIGHT POLE EXISTING NEW A AREA 2) SITE SYM80LS, ABBREVIATIONS, AND DRAWING INDEX ~
ABAND ABANDONED LT LEFT BENCH MARK
ABC. AGGREGATE BASE COURSE LWL LOW WATER LEVEL TEMPORARY BENCH MARK 3) PLAN INDEX o
AC ACRES
ABOVE FINISHED FLOOR MAX MAXMUM ® CM CONCRETE MONUMENT A.F.F. At ' ALUMINUM MATL MATERIAL 4> PLAN AND PROFILE -LINE 1 STA 0+00 TO 14+00.00 w
MECHANICAL 0 EIP IRON PIPE IPS APPROX APPROXIMATE MECH 5) PLAN AND PROFILE. -LINE 1 STA 14+00.00 TO 2+76<46
ASPH T MFR. MANUFACTURER FENCE ASPH AL
ASSY ASSEMBLY MG MILLION GALLONS ----163---- CONTOUR 163 6) PLAN AND PROFILE -LINE 5 STA 0+Q0 TO 2+93.67
AVG AVERAGE MGD MILLION GALLONS PER DAY 7) PLAN- AND PROFILE -LINE 6 STA 0¢00 TO 14+00,00
V .AIR RELEASf VALVE MH MANHOLE RIGHT-OF-WAY OR EASEMENT ~ C/A
AZ AZIMUTH MJ MECHANICAL JOINT CONTROLLED ACCESS RIGHT-OF-WAY 8) PLAN AND PROFILE -LINE 6 STA 14+00.00 TO 2 +00:00
AWWA AMERICAN WATER WORKS ASSOCIATION MIN MINIMUM 9) PLAN- AND PROFILE -LINE 6 STA. 28+00.40 TO 42¢00,00
MONUMENT DITCH MON
CURB RAILROAD TRACKS B-B BACK OF CURB TO BACK OF 10> PLAN AND PROFILE -LINE 6 STA 42+00 TO 55+98.38
BLDG BUILDING B-5 SOIL BORING 11) PLAN AND PROFILE -LINE 7 STA O+OQ TO 11+46:60
BM BENCHMARK ` BOA BLOW-OFF ASSEMBLY NAD 83 NORTH AMERICAN DATUM 1983 tEX.)162.5*/- X SPOT ELEVATION 162.5 X
BOT BOTTOM NC NORMAL CROWN 12) PLAN AND PROFILE -LINE 8 STA 0+00 TO 2+99.64
BW BARB WIRE NC GRID NORTH CAROLINA GRID CONIFEROUS TREE W PLAN .AND PROFILE -LINE 9 STA 0+00 TQ 10+00.00
NCGS NORTH CAROLNA GEODETIC SURVEY
7TER N0. NUMBER ~ DECIDUOUS TREE C&G CURB AND GU 13) PLAN AND PROFILE ° LINE 9 STA 10+00 TO 21+09.45 ~ p
CB CATCH BASIN NTS NOT TO SCALE 1) PLAN AND PROFILE -LINE 10 STA 0+00 TO 7+45.88 ~ 3 N
NOM NOMINAL TEMPORARY -SILT FENCE ~ CENTERLINE
CIP CAST -IRON PIPE NWL NORMAL WATER. LEVEL TEMP. ROCK CHECK DAM a ~ N PLAN AND PROFILE -LINE 12 STA O+OO TO 3+45.79 ~ ~ ® ~ M;
CI CURB INLET S i 15) PLAN AND PROFILE -LINE 13 STA 0+00 TO 8+48.85 ~ y > ~ Z
CLR CLEARANCE OC ON CENTER OUTSIDE DIAMETER TEMPORARY INLET PROTECTION - _ ~ X
CM CONCRETE MONUMENT OD 16) PL AND PROFILE -LINE 14 STA 0+00 TO 1+50.21 ~ °
CORRUGATED METAL PIPE 0/H OVERHEAD CMP OHE ELEC. LINE tOVERHEAD) ~ N i
CMU CONCRETE MASONARY UNIT ORIG ORIGINAL CO .CLEAN OUT OHT TELE. LINE (OVERHEAD) PL AND PROFILE -LINE 16 STA 0+00 TO 2+60.$0 q> N ; f+^l.
CONC CONCRETE PC POINT OF CURVATURE UGT TELE. LINE tUNDERGROUND) © N 17) DETAILS
CONT CONTINUOUS PED PEDESTAL 2 ~ w
PE PLAIN END -UGFOC- FIBER OPTIC CABLE (UNDERGROUND) CONSTR CONSTRUCTION z ~ ~ ~
CONTR CONTRACTOR PI POINT OF INTERSECTION Tp TELEPHONE POLE I~ c3
COR CORNER PIV POST INDICATOR VALVE u+
PROPERTY LINE rP TELEPHONE PEDESTAL CP&L CAROLINA POWER AND LIGHT R
U ERT pp POWER POLE pp POWER POLE CULV C LV
PRV PRESSURE REDUCING VALVE sP SERVICE POLE
D DEPTH PSI POUNDS PER SQUARE INCH POLYVINYL CHLORIDE cw GUY WIRE Q
DI DROP INLET PVC J
DIA DIAMETER PT POINT ~P LIGHT POLE
DIP DUCTILE IRON PIPE PVMT PAVEMENT III CB CATCH BASIN DWl DIMENSION Q V
H DISCHARGE R RADIUS = _ _ = STORM DRAIN PIPE DISC
DIST DISTANCE R/W RIGHT OF WAY cM GAS METER
DOT DEPARTMENT OF TRANSPORTATION RCP REINFORCED CONCRETE PIPE _ wM WATER METER z
DW DOMESTIC WATER REF REFERENCE
® DELTA REINF REINFORCED ~1 wv WATER VALVE O
REQ'D REQUIRED FH FIRE HYDRANT
EA EACH RET RETNNING H ~ ~
EFFLUENT REV REVISED w WATER LINE W EFF
EIP EXISTING IRON PIPE RPZ REDUCED PRESSURE ZONE 0 co CLEAN OUT CO O Q L9J ~ ~ ~ ~ ~
RPM REVOLUTIONS ;PER MINUTE EL ELEVATION O MH MANHOLE C ,
ELEC ELECTRIC RT RIGHT - -ss - - - SEWER LINE OQ
EP EDGE OF PAVEMENT EW EACH WAY g/W SIDEWALK STRUCTURE ~ ~ ¢ w et
SANITARY EX EXISTING SAN
EXP.JT. EXPANSION .JOINT SCH SCHEDULE Q ~ C~
~ SILT FENCE
F.f.E. FINISHED FLOOR ELEVATION SHT SHEET ~ Q ~
FG FINISHED GRADE SPECS SPECIFICATIONS o ~ cn ~
SQ SQUARE FH FIRE HYDRANT ~ ~
FIN FINISH SS STAINLESS STEEL ~ cn
ST STREET FLG FLANGE GENERAL NOTES z
FM FORCE MAIN STA STATION STD STANDARD 0
FP FIRE PROTECTION ~ AND J
F ET PER SECOND SYM SYMBOL THE FOLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION OF THE UTILITIES AND FPS E FT FEET UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. w
FTG FOOTING T TANGENT
TBM TEMPORARY BENCH MARK 1. THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UNDERGROUND UTILITIES Q U
TCP TERRA COTTA PIPE SHOWN ON THE PLANS IS APPROXIMATE ONLY AND BASED ON INFORMATION SUPPLIED G GAS -r
TDD TEMPORARY DIVERSION DITCH BY OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITY OWNER GA GAGE AND NC ONE-CALL TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING
GALV GALVANIZED TDH TOTAL DYNAMIC HEAD CONSTRUCTION ACTIVITIES. ADJUSTMENTS TO THE ALIGNMENT OF THE FORCE MAIN TO
GM GAS METER TEL TELEPHONE AVO{D CONFLICTS WITH EXISTING UTILITIES MAY BE MADE, SUBJECT TO THE APPROVAL
GP GUY POLE TEL PED TELEPHONE PEDESTAL OF THE ENGINEER. CONTRACTORS SHALL TAKE ALL NESSECARY PRECAUTIONS WITH THE
GALLONS PER MINUTE TEMP TEMPORARY VARIOUS UTILITIES TO PROTECT THE HEALTH AND SAFETY OF HIS CREWS AND THE GPM
GR GRADE THK THICK GENERAL PUBLIC. ~ ~
Gv GAS VALVE TOC TOP OF CURB 2. LOCATE NEW MANHOLES A MINIMUM 5 FT FROM EDGE OF PAVEMENT TO CENTERLINE
GYP GYPSUM TOP TOP OF SLOPE OF MANHOLE. TOW TOP OF WALL 3. TEMPORARILY REMOVE EXISTING SIGNS, MAIL BOXES, FENCES, STORM SEWER PIPE AND
HCP HANDICAPPED TP TELEPHONE POLE OTHER STRUCTURES AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL
TRANSFORMER ITEMS TO THEIR ORIGINAL CONDITION. {NCLUDE COST iN THE PER FOOT COST OF THE HGT HEIGHT TRANS
TYP TYPICAL UTILITY BEING INSTALLED. HOR HORIZONTAL
4. SUPPORT EXISTING POWER POLES, FENCES, CULVERTS, PAVEMENT, CURBING AND OTHER HP HORSE PowER STRUCTURES DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR
HWA HIGH WATER ALARM U/G UNDERGROUND ORIGINAL CONDITION AT NO ADDITIONAL COST. ®e.o.. . r3av~~
HWL HIGH WATER LEVEL BOSSES UNPAVED DRIVEWAYS AND ROADS 8" OF NCDOT No.ABC o eoQQO~~ U~'~,~R®m,~~
VERTICAL CURVE 5. WHERE THE PIPE C , HYD HYDRANT VC AGGREGATE SHALL BE PLACED FOR THE FULL WIDTH OF THE DRIVEWAY OR ROAD. o ~ q, 0
VCP VITRIFIED CLAY PIPE STONE SHALL EXTEND 5' PAST THE EDGE OF THE TRENCH ON BOTH SIDES. 97
ID INS~E DIAMETER VERT VERTICAL 6. OPEN CUT ASPHALT DRIVES AND CURB AND GUTTER. REPLACE CURB AND GUTTER WITH NEW. NEVd. - i-2 = °e . ®r //..a®,~. ~ ®.e
IN INCH voL V01-U~ PROVIDE PAVEMENT PATCHING PER DETAIL. OVERTOP EXISTING ASPHALT WITH 1-INCH OF I-2
IN/HR INCHES PER HOUR VPC VERTK:AI_ POINT OF CURVATURE PAVEMENT FROM EDGE OF HIGHWAY TO 10 FT PAST OPPOSITE SIDE OF PIPE TRENCH. ~jo
?NF INFLUENT VPI VERTICAL POINT OF INTERSECTION 7. INSTALL STONE CHECK DAMS 1N ROAD DITCH AT EACH SIDE OF STREAM/DRAINAGE INT INTERSECT VPT VERTICAL POINT OF TANGENCY CROSSINGS AND OTHER LOCATIONS INDICATED ON THE DRAWINGS.
iNV INVERT 8. PROVIDE SILT FENCE AS NEEDED AND AS INDICATED ON THE DRAWINGS. DESIGNED BY:
IPS IRON PIPE SET 9. PROVIDE A MINIMUM OF 3 FT OF COVER OVER UTILITY. CML,HMV
ISL ISLAM wL WATER LINE 10. THERE WILL BE NO DIRECT PAYMENT FOR THE REPLACEMENT OF STORM DRAINAGE LINES :S DRAWN BY.
WM WATER METER AND/OR STRUCTURES DISTURBED DURING CONSTRUCTION. THE COST OF REPLACEMENT,
JB JUNCTION BoX wT WEIGHT INCLUDING THE PROVISION OF NEW MATERIALS WHERE NEEDED, SHALL BE INCLUDED IN THE rHE KMS,HMV , MAY CHECKED BY.
WV WATER vaLVE OTHER VARIOUS UNIT PRICES OF THE CONTRACT. THE EXISTING PIPE AND STRUCTURES MAY RWfSE CML ,
PLANT BE RE-USED IF THEY HAVE NOT BEEN DAMAGED DURING CONSTRUCTION AND ARE OTHERWISE KWY KEYWAY WTP WATER TREATMENT STRUCTURALLY SOUND. THE TOWN, OR ITS DESIGNATED REPRESENTATIVE, SHALL MAKE FINAL INAL -
WWF WELDED W~tE FABRIC MINATION AS TO WHETHER OR NOT A SECTION OF PIPE OR STRUCTURE IS SUITABLE DETER 3LE PROJECT NO,: 2808-Q
LF LINEAR FEET WWTP WASTE WATER TREATMENT PLANT TO REUSE. `RIATE pA~E;
LENGTH 11. CONTRACTOR fS RESPONSIBLE FOR ALL REQUIRED TRAFFIC CONTROL INCLUDING APPROPRIATE L YI YARD INLET SIGNAGE FOR TEMPORARY DETOURS. MAY / 2008
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WATER TIGHT I PROPERTY I-STEEL SPIDER ASSEMBLY REQUIRED AS SHOWN PER JOINT OF CARRIER PIPE
C.i, MANHOLE FRAME & COVER DEWEY ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS PLUG 'LINE 6..,
- R E UAL W/STAINLESS (WHERE THE WYE, BEND AND RISER MUST BE CAST IRON) I STEEL ENCASEMENT PIPE 6"~ BROS: MH-RCR 17B 0 Q
I STEEL SCREWS FOR WATER TIGHT COVER. PAVEMENT ~ FINISH
PROVIDE PERFORATED M.H. COVERS NOTES ~ GRADE - WHERE INDICATED. F D B C B
_ 8" x 3/g" STEEL PLATE 1. ALL UNITS SHALL BE CON srRAP ~ _
-GRADE RING STRUCTED IN ACCORDANCE 6 MIN. ~ CARRIER PIPE MIN
~ UNIT WITH AND REINFORCED TO EQ- i'`~ ~ UAL OR EXCEED AASHO SPEC. 1/8th BEND ~ I
~ M199-731(ASTM C478) "PRE- ~ ~ I - t:?
ECCENTRIC z ~6 OR /s ~--WYE ~ 24 DIA. CAST REINFORCED CONCRETE _ END E OF 1.0/. o CONC UNIT MANHOLE SECTIONS. ~ MINIMUM GRAD WATER TIGHT UNDISTURBED ~ ENCLOSED END W! SOIL
~ PLUG 2-3/4" x 4" BOLTS 12" 8" BRICK MASONARY A A A ~
~ 2. CONCRETE SHALL BE 4000 W/ HEX NUTS EA. - SIDE OF SPIDER CASING SECTION G SECTION
0 I- PSI MINIMUM. _ _ NOT TO SCALE TO SCALE
U ~ MAIN COMPACTED SOIL 3. MANHOLE STEPS TO BE STEEL
m ~ APPROV D ~ REINF. PLASTIC OR 'EQUAL. TAP TO BE MADE ON THE TOP QUARTER OF
N ~ '-THE MAIN. IN-LINE WYE IS THE PREFERRED STEEL ENCASEMENT p SEALANT ~ METHOD FOR SANITARY SEWER SERVICE. PIPE .MENT SECONDARY SECONDARY PRIVATE TYP. PAVED ROADS UNPAVED ROADS PAVED DRIVE
w X ~ 4. ALL UNITS SHALL BE POURED z_ Q MANHOL STEPS MONOLiTHICLY AND STEAM CLEAN OUT STEEL PLATE 3~e 8" x3/e" STEEL PLATE STRAP
~ ~ 16" O.C. CURED SHOE E
W FOR PAVED AND WELL PAVED THREADED
~ 5. PIPE OPENINGS SIZE AND MAINTAINED AREAS SURFACE BRASS PLUG W ~ _ NOTES
v EXIST. ~ LOCATION SHALL SUIT SPE THREADED o' '~-;1 - CIFI MANHOLE USE. FINISHED BRASS PLUG ' ° 8" x 3 " THK A. AREA TO BE TAMPED..
~ SEWER Z C THREADED = LINE Z ~ GRADE BRASS PLUG STEEL PLATE - - ~ ~ ~ MASONRY SEAL CAST IRON OR SEE B. 6" OF CRUSHED STONE.
W = ~ i>: ,,•e DUCTILE IRON PIPE ENCASEMENT - . - C. t" MIN. BITUMINOUS CONCRETE SURFACE COURSE TYPE I-2 ~
CAST IRON DETAILS D. 8" CRUSHED STONE.. A w S
FILL O.C.E.W. ~p " %sTH BEND CARRIER PIPE 4 THICKNESS CRIER PIPE E. NEW CONCRETE Tfl MATCH EXISTING CONCRETE, BUT N4 CASE LESS THAN 6 INCHES THICK ~ f; ~
3000 psi CONC. NOTES `O,f~ F TYPETU ~INOUS CONCRETE SURFACE COURSE ~
1. ENTIRE SPIDER ASSEMBLY TO BE ~ ~ ~ '
4,_0„ 8.. SIDE VIEW BITUMINOUS COATED AFTER FABRICATION. ~ IN PAVED AREAS, REMOVE AND REPLACE. • , a- c; z a PAVEMENT A MINIMUM OF 6 INCHES BEYOND PRIVATE ~ ~ o
5" 5" : TOP VIEW CAST IRON WYE 2. FIELD MODIFY AS REQUIRED TO PROVIDE TRENCH EXCAVATION. CONCRETE DRIVE O ~ 41 N
4'-10" MORTAR COAT ~ DESIGN SLOPE IN CARRIER PIPE. %2 THICK S€AL AT CONTRACTORS C~ OPTION PROVIDE NOTES 3. SPIDER ASSEMBLY NOT REQUIRED FOR SERVICE E END ELEVATION ~ ~ ~
WITH BITUMASTIC 1. SERVICE LINES BETWEEN 14 FEET AND 20 FEET IN DEPTH SHALL REQUIRE CLASS i LATERAL ENCASEMENTS. TYPICAL SECTION GASKETED MANHOLE BEDDING FROM 4 INCHES BELOW THE SERVICE LINE TO 4 INCHES ABOVE THE LINE. 4. MAXIMUM SPACING OF SPIDER ASSEMBLIES NOT NOT TO SCALE ~
OPENINGS TO EXCEED 8'-O" O.C. O M. p~,., p~ ~2 CC M ~sr?,'i'~ Ham' a .o ~
2.SERViCE LINES GREATER THAN 20 FEET OR LESS THAN 3 FEET IN DEPTH MUST BE DUCTILE IRON.
NIA LE ASSEMBLY ETE MA O PRE AST CONCR C 1
ANITARY SEWER STE S A RY AND SERVICE 3 S VITA S VER STEEL ENCASEMENT 4 PAVEMENT REPLACE ENT ~ M'
17 (DOG HOUSE TYPE) 2 17 NOT TO SCALE NTS 17 NOT TO SCALE 17 NOT TO SCALE ~ ° m L.LJ W a
W ~
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ASPHALT PAVEMENT REPAIR OVER ASPHALT PAVEMENT REPAIR
PREVIOUSLY CONCRETED STREETS sTANDARD MANHOLE RING AND COVER i
ASPHALT ;MATCH - ~ -
EXIST., 2 MINIMUM _ " ( ASPHALT MATCH USE FOUR 3 INCH ANCHOR MANHOLE BREAK POINT TWO 1 DIA. HOLES REQUIRED FINISHED- PIPE DIA *2' ' GRADE Q
EXIST., 2 MINIMUM /s - UNLESS MANHOLES ARE TO I STONE BASE'- MATCH BOLTS TO BOLT FRAME T0~ o BE WATER TIGHT 2 • J
EXIST., 6 MINIMUM MINIMUM 7 STONE BASE -MATCH SPACER. USE ROPE MASTIC H-BINDER. SEAL BETWEEN FRAME AND d• PIPE MAY NOT ENTER O
EXIST.,8 MINIMUM SPACER. .s~, ~ MANHOLE THROUGH CONE ~ SECTION OR JOINT Q ~ U °
EXIST. ASPHALT ~ p'',• ~ • ~ T. A PN ~T ECCENTRIC o . ~ : p. . P, EXIS S A TAPER UNIT .
EXIST. CONCRETE EXIST. STONE N I w _ _ WYE FITTING .a,. oQC ~ ,
_ EXIST. STO E ' d' •s Z
~ ~ 0 I v ~ MANHOLE STEPS ALONG A ' ' \ \ \ \ \ \'W\ \ \ \ \ \ \ 1' MIN. VERTICAL WALL NOT OVER THE "
~ 1 MIN. 3 INFLUENT OR EFFLUENT PIPE. ALL LIFT HOLES WHICH 1 R a N COMPLETELY PENETRATE
ACT D BACKFILL THE MANHOLE SHALL BE _ _ .
w \ \ ,~O~P. ~ ~ ~ ~ ~ ~ ~ \ \ FILLED WITH NON-SHRINKING rt u X n s ° n ~ Q
~ , GROUT. %Z" ~ 5 DIA.
z \ \ \ \ \ \ \ UNDISTURBED EARTH O-RING JOINT OR. _ \ \ \ \ \ \ \ BUTYL RUBBER JOINT , ° ~ : m ° ° PIPE ' ^ . ® <C
M I ~ SECTION. ~ ~ ~
Z ///////////////////////F//// I
- DETAIL "C-C" /COMPACTED SELECT BACKFILL•/ WRAP THE EXTERIOR OF ALL a W , ° 9D° BEND ~i ~ ~ Q W L6.i
iv JOINTS WITH CONWRAP CS-212 ///////////////r////////////
BUTYL RESIN SEALANT AS ~ ' I MANUFACTURED BY CONCRETE RISER '
SEALANTS OR APPROVED EQUAL UNIT ' ° NOTES pip
f` I GREATER THAN ALL MANHOLES ~ .(EXISTING MH) (Q
PIPE BEDDING , : 12' IN DEPTH SHALL BE PROVIDED I TOP OF COVER - NOTE SEE WITH EXTENDED BASES. - - - SECTION j q O X 0 0 fl o ~ o 0 o CONC ENCASEMENT ~
DETAILS FOR SPECIFIC PIPE a. BASE UNIT ( BOTTOM OF COVER NOT TO SCALE .,~n .~n°°~°n n .non :n`.:(; 3000 PSI
BEDDING REQUIREMENTS BRICK & MORTAR INVERT ~ OR PRECAST INVERT ~ ° STO~QE BA~
MEETING SPECIFICATIONS PLAN PIPE (EXISTING MH> Z
NOT TO SCALE GENERAL NOTES: I
1. APPROVAL MUST BE OBTNNED FROM THE GOVERNING AGENCY PRIOR TO ' MINIMUM AVERAGE WEIGHT NE}TES~ d 1. TO BE CONSTRUCTED FOR DROPS OVER. 30".
OPEN CUTTING OF ANY ROADS. • ~ 12" No.57 • ' ~ ONE BEDDING RING 190 LBS. COVER 120 LBS. 2. PVC OR ABS fITTiNGS MAY BE USED FOR THE DROP IF THE MAIN LINE IS ABS OR PVC ~
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. ~-ST BEGIN SIDE SLOPE APPROX. 18" ABOVE TOP OF PIPE. (TYP. FOR
ALL BEDDING TYPES) 3. AP~ROVE~( PREE~ST d~OP I~IHOL~ MA`~(BE t~ED ~
tEXIST~IG MH)
MANHOLE RING RING AND C®VER ~ OUTSIDE DROP MANHOLE
BETE MANHOLE IR T NC EPA PRE A CO T R TANDARD C S YEMEN S PA 5 6
NOT TO SCALE 17 NOT TO SCALE 7 17 17 NOT TO SCALE
17 NOT TO SCALE E p
~
APPROVED SILT
FILTERING EXISTING SLOPE *1 RIP RAP %2'-1'
FABRIC
COMPACTED TOP ELEV. OF STORMWATER ~
8'-0" MAX 8'-O" MAX 'AX
SEEDBED PREPARATION EROSION CONTROL BACKFILL STEEL ~i~~~ ~ ~ ~ ~5 WASHED STONE ~ oc ~ 1 Q 0°~~~p9p~aeA®e~
POSTS. ~ ° -11 ~ ~ ~~,~~ao '~O< 7
CONSTRUCTION SE UENCE WIRE ~ ~ ~ ~ ~ o I
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP 1. Z ~ ~ MESH ~~~i,°ii~ i~~~i. ~l~~iil~:r:~r~~~l~~!~ d I
ADVERSE SOIL CONDITIONS IF APPLICABLE. OVER ,
OT ~ ~ ~ SILT VARIES 0 0 ° coo ~ FILTERING p°°o` ° o-ooo~
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ALL CONSTRUCTION METHODS AND MATERIALS FOR IMPROVEMENTS, INCLUDING EROSION CONTROL REQUIREMENTS, SHOWN HEREON SHALL BE iN ACCORDANCE Z FABRIC M ; ~a~ N
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS .LEAVING SURFACE WITH NCDENR-LAND QUALITY SECTION STANDARDS AND SPECIFICATIONS. ~ ~ I SIDE VIEW NOTES: aaaa-aeon '
REASONABLY SMOOTH AND UNIFORM. GI I I - r i GRADE I GRADE - HEIGHT AND WIDTH DETERMINED BY
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND ~ ' I I . ~ ~ ~ ' ' ill=(I!I ! CI=1111= EXISTING TOPOGRAPHY AND ~ ~ z SEDIMENT STORAGE REQUIRED.. DESIGNED BY:
MIX WITH SOIL. 1. OBTAIN GRADING PERMIT FROM NCNRD. (APPROVED EROSION CONTROL PLAN) ~ KEY RIP RAP INTO THE DAM CML, HMV
2. -HOLD PREGONSTRUCTION CONFERENCE PRIOR TO BEGINNING CONSTRUCTION. ANCHOR
5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM. REASONABLY UNIFORM ~ ENTRANCE AT CONSTRUCTION STAGING- AREA. DITCH 6" x 6'° WIRE PREPARED 4 TO 6 INCHES DEEP. 3. INSTALL GRAVEL CONSTRUCTION SEEDBED IS MESH BACKING WIRE o ANCHOR EXISTING SLOPE FOR STABILIZATION. DRAWN BY: ACKiNG N 4~~ DITCH KMS, HMV
4. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN AND REQUIRED.
6. SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH 5. INSPECT ALL EROSION CIDNTROL DEVICES WEEKLY AND AFTER EACH RAINFALL (MIN) VARIES ~ CHECKED BY.
E ING E UIPMENT OR CULTIPACK AFTER SEEDING. IMENT WHEN NECESSARY AND MAKE NEEDED SE D Q EVENT. REMOVE ACCUMULATED SED iii I ._1. ~i~~i~~, '
REPAIRS IMMEDIATELY. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 6. CLEAR AND GRUB AS NECESSARY. STEEL POSTS :EL POSTS ~''~i ~2 ~i~i~ PROJECT NO.:
i~i~ 2808-Q'
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING 7. INSTALL ALL UTILITIES, EXCEPT AS NOTED, WITH THE ASSOCIATED EROSfON ELEVATION SECTION % ~ , w ~ v~\~//: KEYED RIP RAP DATE: MAYC2008 ;
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER CONTROL MEASURES IN PLACE. 60% DAMAGED, REESTABLISHED FOLLOWING .ORIGINAL LIME, FERTILIZER AND 8. COMPLETE FINAL GRAD[NG FOR ROADWAY SHOULDER AND ALL OTHER DISTURBED
SEEDING RATES. AREAS. ®N TES' > ~ ~5 WASHED STONE SCALE:
9. SEED AND MULCH ALL DISTURBED AREAS AS REQUIRED WITHIN 15 WORKING DAYS AFTER
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FINISHED GRADES ARE ESTABLISHED. 1. PROVIDE ADEQUATE EXCAVATION AHEAD OF Sli .FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. VELOCITY BREAK AND SILT TRAP. JiEAD OF SILT FENCE TO ACT AS A ~ ~ VER :1" = 5'
10. MAINTAIN ALL EROSION CONTROL MEASURES,. AND REMOVE ACCUMULATED SEDIMENT
~~nTC. AS RF_OUIRED. UNTIL PERMANENT GROUND COVER IS ESTABLISHED. _ _ _ . . _ _ _ _ FROM' VIEW -
wu r c, , Vt MA I MAL UK Mt 1 t1UU UVUN r
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND STABILIZE THESE RUCTION OPERATIONS INCLUDING ANY DISTURBANCE TO AREAS. APPROVAL OF ENGINEER. DISTURBED DURING CONSTRUCTION SHEET 17 OF 17
THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK.
A Aft 1 ff lk 0 ROCK CHECK DAM FENCE 10
g SILT FENCE X- u
17 NOT TO SCALE '0 SCALE 17 NOT TO SCALE