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~OVOO GENERAL NOTES
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ONp~ U~~O 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY THE LOCATIONS
dSFm_W ~=m OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY CONFILICTS.
~K~ Y~aa ANY DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION IS THE
DONS N RESPONSIBLITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
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UQOZ 2. SEE SECTION 02730 OF SPECIFICATIONS, PARAGRAPH 3.2 FOR DISCUSSION
UQ RELATIVE TO SEPARATION DISTANCES FOR SEWER LINES AND WATER LINES.
22~~ t7~tl01<
LLUYZ oo~~ SHEET INDEX SHEET INDEX UO~Vi 3. PAVEMENT PATCHING AND RESURFACING MUST BE COMPLETED WITHIN FIVE
DAYS AFTER COMPLETION OF TRENCHING ACTIVITIES. SMALL PATCH AREAS
SHEET N0. TITLE SHEET NO. TITLE CAN BE MAINTAINED WITH TEMPORARY PAVEMENT PATCHING OR CABC STONE UNTIL PERMANENT PATCHING IS COMPLETE.
WEST-WEST STREET CONNECTION CO COVER SHEET C19 STA: 0+00 TO STA: 5+12.81 4. FENCE REMOVAL AND REPLACEMENT: AREAS SHOWN ON THE PLANS
REQUIRING FENCE REMOVAL SHALL 8E PERFORMED BY THE CONTRACTOR
ONLY TO THE EXTENT REQUIRED FOR SAFE CONSTRUCTION OF THE WATER
COA HWY 211 FORCE MAIN C20 BLAKE PROPERTY PUMP STATION LINE. THE FENCE SHALL BE CAREFULLY REMOVED AND SAFELY STORED
SHEET INDEX PLAN VIEW FOR REPLACEMENT AFTER CONSTRUCTION IS COMPLETE. THE CONTRACTOR ~ ~ WILL BE RESPONSIBLE FOR PROPER REALIGNMENT OF THE RESTORED
FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO THE RESTORED FENCE
HWY 211 FORCE MAIN BLAKE PROPERTY PUMP STAl10N C1 STA: 00+00 TO STA: 7+50 C21 SECTION VIEW SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR
SHALL BE RESPONSIBLE TO NOTE ANY DAMAGE TO THE FENCE PRIOR TO
HWY 211 FORCE MAIN NC CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR OTHER EVIDENCE AND
C2 C22 - C27 DETAILS 2f1 , STA: 7+50 TO STA: 19+00 S~ppC1, J n SHALL IDENTIFY THE SAME TO THE ENGINEER PRIOR TO CONSTRUCTION.
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ti HWY 211 FORCE MAIN SANDY LANE PUMP STATION ~0 0 ti 5. WHERE EXISTING SHOULDER GRADE IS ABOVE EDGE OF PAVEMENT ELEVA- TION, TOP OF FORCE MAIN SHALL BE INSTALLED A MINIMUM OF 36" BELOW
C3 STA: 19+00 TO STA: 31+00 S1 GENERAL NOTES & TYP. DETAILS ~ ~o ~ TOP OF PAVEMENT TO ASSURE MINIMUM COVER REQUIREMENT IN THE
Q ~'P~ NORTH SIDE N GGPC~ EVENT OF FUTURE GRADING AND/OR PAVING ACTIVITIES.
HWY 211 FORCE MAIN SANDY LANE PUMP STAl10N - OF NC 211 C2' 1 , - C4 STA: 31+00 TO STA: 42+75 S A TYPICAL DETAILS PROPOSED CAN..
CROSSING PROPOSED CANAL 6. EXISTING WATERLINE SHOWN ON PLANS IS APPROXIMATE LOCATION. .CROSSING CONTRACTOR TO FIELD VERIFY LOCATION.
, EAST SIDE EAST SIDE
HWY 211 FORCE MAIN SANDY LANE PUMP STATION OF NC 211 C5 STA: 42+75 TO STA: 55+00 S2 FOUNDATION PLAN OF NC 211
7. RIGHT OF WAY BOUNDARY AND PARCEL LINES SHOWN ON PLANS ~ IS APPROXIMATE LOCATION PER BRUNSWICK. COUNTY GIS.
C6 HWY 211 FORCE MAIN S3 SANDY LANE PUMP STATION STA: 55+00 TO STA: 66+50 PUMP HOUSE PLAN ° EXISTING LEGEND PROPOSED
HWY 211 FORCE MAIN SANDY LANE PUMP STAl10N Gv ® GAS VALVE
C7 STA: 66+50 TO STA: 78+75 S4 ROOF FRAMING PLAN
G Gas LINE
C8 HWY 211 FORCE MAIN AE1 - AE1A SANDY LANE PUMP 5TA110N ~C SPRINKLER
STA: 78+75 TO STA: 90+25 BUILDING ELEVA110NS Q WELL
C9 HWY 211 FORCE MAIN AE2 SANDY LANE PUMP STATION Q METER
STA: 90+25 TO STA: 101+00 GENERAL LAYOUT PLAN D4 VALVE N
HYDRANT
HWY 211 FORCE MAIN SANDY LANE PUMP STATION C10 STA: 101+00 TO STA: 113+25 AE3 BUILDING FLOOR PLAN
W WATERLINE
HWY 211 FORCE MAIN SANDY LANE PUMP STATION ()D STORM DRAINAGE MAN HOLE
C11 STA: 113+25 TO STA: 125+50 AE4 BUILDING SECTIONS AND ROOF PLAN o~'~' CLEAN OUT
C12 HWY 211 FORCE MAIN AE5 SANDY LANE PUMP STATION Q SEWER MAN HOLE
STA: 125+50 TO .STA: 137+75 BUILDING SECTION & PLUMBING DETAIL F FORCEMAIN
5S SEWER LINE
C13 HWY 211 FORCE MAIN A SANDY LANE PUMP STATION ,
STA: .137+75 TO STA: 150+00 E6 SCHEDULES AND DETAILS ARV AIR RELEASE VALVE Q
QT TELEVISION RISER
C14 HWY 211 FORCE MAIN BLAKE -PROPERTY PUMP STATION STA: 150+00 TO STA: 162+25 M1 'MECHANICAL PLAN ® TELEPHONE RISER
0 UGT UNDER GROUND UTILITY
j
v C15 HWY 211 FORCE MAIN E1 ELECTRICAL - -~-OHE OVERHEAD ELECTRIC
o STA: 162+25 TO STA: 173+00 NOTES, LEGEND, MISC. COVER N UTILITY POLE
~ HWY 211 FORCE MAIN ELECTRICAL i
a, C16 STA: 173+00 TO STA: 182+25 E2 POWER & N s I STRUMENTAl10N PLANS C- ANCHOR ~
i LIGHT ~
o C17 HWY 211 FORCE MAIN E3 ELECTRICAL ® TRANSFORMER f~qY ~ ~ ~~r
~ STA: 182+25 TO STA: 193+50 LIGHTING PLANS -v- SIGN DEI~R • WgTER WUALdTY
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n HWY 211 FORCE MAIN ELECTRICAL ~ C1 B STA: 193+50 TO STA: 198+74.02 E4 DETAILS ~ M1s 0 MAILBOX P~ilkPdDSAND STORtMV4'lSR QRA~CH
N Va_i:i ~ IRON FOUND
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Z aw Q 0e a. ~ r is AO~,~~~°~~aS00®~~e~ ~ ~ WETLAND BOUNDARY
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PROJECT NUMBER: 60120.OO.WL
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PROJECT MANAGER ORAWINO ~o °°0 6a°~~~j f°° 909 MARKET STREET RELEASED FOR DATE ~ 'C~,® FEES/ TCN 1 ° = 40' ~ ° 3/tl°~~`~~°~f°''
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CONSTRUCTION ~~~1y Fe Q; REV. N0. DESCRIPTION DATE FlLE NAME PLOT DALE community infrastructure consultants North Carolina Georgia C mo~Gi~ 0b® .~~e TRA ISSIO I EET b N®~ ~\1`
5/1/2009 South Carolina Florida RECORD DWG. ~~P~` REVISIONS rER 1•i 1~~~'P~~
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60120.OO.WL CONSTRUCTION ~ m Q,~ PLOT DATE COfCitllU~lt I~fTOStfUCtUP6 COIISUItOfItS North Carolina Georgia e°°~/~I~IN'~`®°° FlLE NAME ~ NSI I SHEET m®®~,.~'
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DRAWN BY PRO~CT DATE /910 762-420D ° BNM, VAR FEB. 2007 BIDDING ~ 02 m a CITY H F®RCE C
APPROVED BY PRO~CT NUMBER a
60120.OO.WL Office locations: ~ ~ F p CONSTRUCTION ~ .®lV~ TRANS ISI I STA. 193+ 0 STA' 1 +74.02 :,q
DATE nLE NAME PLOT DATE community infrostructure consultants North Carolina Georgia ®pg 1N°,° ,q, REV. NO. DESCRIPTION 5 8 2009 South Carolina Florida RECORD DWG. `®'qRr 1
REVISIONS ~ ~ ''J,, I±R ,t•`

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- STREET WEST WEST
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NOTES:
1. CONTRACTOR TO VERIFY FORCE MAIN LOCATION FROM BAY STREET PUMP STATION BEFORE CUTTING IN FITTINGS. STA: 0+00 TO STA: 4+99
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Geor is CONSTRUC110N ~¢~,GItB,E~~ es REV. N0. DESCRIPTION DATE flLE NAME PLOT DATE community infrastructure consultants North Carolina g ~~°B®° ' T' T ST' +99 (~~~,es ~~0¢4°' TRANS ISI® S 0
4/1/2009 South Carolina Florida RECORD DWG. 'o,~~ TES( ~e~~'0 REVISIONS ~,n~ 4,n\

ALL PIPE & DINT FITTINGS TO BE MJ DIP. ALL JOINTS TO HAVE RESTRAINING GLANDS.
N a , , 14" DIAMETER 23" DIAMETER ,Z TRENCH >MDTH Y
~Y~ / ` ; N0. 3 REBAR N0. 3 REBAR CLASS I RIPRAP -EACH BANK Q o
~ ~ a / ~ / _ ~°Q a-xw / TYPICAL, MINIMUM 18" THICK, °D Z
Z~ a a ~ ~ ~ \ 45' M.J. ~ .EXTEND 10' EACH SIDE FROM o~m ~ EXISTING GRADE
ZN~ ~wk / , A _ A Soy o p THREE-PIECE / ~ \ BEND, PIPE CENTERLINE ~ M
w° W ~ o z VALVE BOX / \ \ Y ~ ~ / ~ < ~ ~ rn ~ y „ „ / WITH CONCRETE / ~ 1 TYPICAL p
o_f a / 8 PIPE 8 / ~ ~~/%/%//%//%//%/%/%/%~/%/%//%~/%//.~//s~/%~/%/j//j// ~//%//%//%~j%/%//%/%/%/%//%/%~%/%//%/%/%/%///• FILTER FABRIC, TYP. •
Y rn w MIN. PROTECTOR N~,: MIN. DIA. /
~O~ m~ O~° _ _ " WATER LEVEL ~\~~y
° _ o ~ \ i 1=1 I , ~ 11=1 ~ PLAN \
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~ W 11=1 I G, PIPE i=1 I I~ ~ I 2" 9.25" OF MJ DIP, EACH SIDE. ~ ~
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ow F ~ ~ / - _ _ GRAD W= v v - ~ I I I-I I 1=, ~ ~ ~ STONE. REST 36°' MIN.
~ wax I I=III=111_ _ / w - - - - a ~ , J a a _ - _ _ \ ~ ~ BOTTOM OF VALVE ~~~o w~~ I I I_I I1=1 , I_I I I-III w a w
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/ ~W BELOW PIPE 2 4.5 °~ZE BOTTOM OF
?OOe EXCAVATION r . ~ Z VALVE BOX oZOO /j - 1/2" R 1/2f1 TOP OF COVER
~FmW 27°' DIAMETER S' STD. MANHOLE RING AND COVER NON-SHRINK GROUT 1~EW
ZB=m
Narc~ #57 WASHED STONE ~C~aa (SEE NOTE 2) -
s°tnN Yo~~ NOTES: MJ GATE VALVE SECTION A-A A ~ A
3F?N J W a..
oQ~z 1. BACKFILL TO 95% OF MAXIMUM DENSITY WHERE EXCAVATIONS CUT °Q LL o ~12" MAX ADJ. BRICK OR -
~~~W THROUGH PAVEMENTS, CURBS, DRIVEWAYS AND SIDEWALKS, AND STANDARD PLUG VALVE ~ ~ z PRECAST LEVELING RINGS - - - a iv ~
?~o~ UNDER OR ADJACENT TO STRUCTURES. PROTECTOR a STANDARD VALVE BOX ~=xz AND VALVE BOX DETAIL
~os~ 2. ADDITIONAL STONE MAY BE REQUIRED WHERE POOR SUBGRADE CONDITIONS NOT TO SCALE MANHOLE STEPS AS SPECIFIED 1/2"
DIRECTED BY ENGINEER. ENGINEER SHALL BE NOT TO SCALE \ EXIST UNLESS OTHERWISE BOTTOM OF COVER
CONTACTED PRIOR TO THE PLACEMENT OF ANY STONE.
8.25" a 3. HAND SHAPE. TRENCH BOTTOM FOR LOWER QUADRANT OF PIPE a Q NON-SHRINK 1s" SEW ~ ROUT O.C. 1°' R a TYPICAL)
AND BELLS. „ 6.875' „ uo
„ 0.687 0.688 ~ W ~I
4. PROVIDE MINIMUM 3 -0 COVER OVER PIPE. M ~ U W ~ ~
PIPE ~ - A PLAN NOTE:
RD SEWER LINE TRENCH SEWER STANDA N ~ NOT TO SCALE o o ? ~ ~ I FRAME AND COVER TO ~ SLOPE: 1 "/FOOT SE ~ BE DEWEY BROS., INC.
d• ~ o A 11 8 o r „ A A 0 1 1 4 E MH RCR-2001, MH RCR
0 0 ~ -2001W (FOR SEALED
U. li. w 6" MIN' MONOLITHIC CONCRETE BASE. 25_1/4" MANHOLES IF REQ'D.-AS
7.25" ~ FINISH GRADE PLAN a DETAIL „ SHOWN ON PLANS), OR > 3/4 23-3/4 APPROVED EQUAL.
11.875" A SIDE ELEVATION ~
7 BOX 10 3 4" _
GA. INSULATED OR 12" 10 ~ 2-1/8" 1" 3" 3/8" 1-1/2 CLASS 1 6" MIN.
COATED TRACE WIRE, ~ „ BEDDING
TYPICAL v 1/2 GRADE 60 Q„ PLAN VIEW REINFORCEMENT A A B C D E NOTES:
6.688 DIA. STEEL
0.5" < 1 F < 18" 4° 5" 6" 6" 1. 5000 PSI MIN. STRENGTH CONCRETE. 2-3/4' 1/2„ 4-3/4" 7-1/2"
FORCE MAIN FORCE MAIN COPOLYMER 18"-; 18"-24" 5' 5" 8" 8" 2. MANHOLE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C-478. 3-3/4"
in N POLYPROPYLENE , 2, > 24" 6° 6" 8" 8" 3. fNTER10R WAILS TO BE COATED W/COAL TAR 22-1/4°' 1/2"
~ PLASTIC
0.5" _ ro „ AS RE NOTE: „ ~ °°5 ELEVATION SECTION A-A AS REQ'D T 7" g" 8" EPOXY - 21 MILS MIN. THICKNESS. COATING SHALL BE SPRAY APPLIED PER MANUFACTURER'S 24-1/2°°
TRACE WIRE CONNECTIONS MUST BE ~ 7.75 o AS RE AS REQ'D 8' 8" 8" 10°° RECOMMENDATION. 4-3/8°° 4. MANHOLES SHALL BE VACUUM TESTED IMMEDIATELY 33-1/4"
CRIMPED ANO WRAPPED. 11.875" 6.5" DIA. o e: _A„ AFTER ASSEMBLY AND PRIOR TO BACKFILLING.
HTS SECTION A SECTION ELEVATION EXTENSION MINIMUM WEI6 5. SEWER GUARDS REQ'D IN -ALL MANHOLES, ON. SECTIQN A-A
MANHOLE STEP DETAIL BOX 40 LBS. STAINLESS STEEL SEWER GUARDS REQUIRED IN
EXTENSION 40 LBS. NOT TO SCALE R LINE TRACE WIRE DETAIL SEWE MANHOLES LOCATED IN TRAFFIC AREAS.
NOT TO SCALE .TOP 10 LBS.
VALVE CASTING PRECAST CONCRETE MANHOLE STANDARD MANHOLE FRAME AND COVER
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
FERNCO ECCENTRIC COUPLING OR APPROVED EQUAL. USE TOTAL WIDTH OF PAVEMENT 5'-0" MIN.
ECCENTRIC CONCENTRIC TYPE FOR JOINING
m BUSHING "TO BE REMOVED & REPLACED „ ~ PIPES OF EQUAL DIAMETER AND ~ 12 12 12" 12"
ECCENTRIC TYPE 8 FOR JOINING BITUMINOUS MIN° „ MIN. ~
~ MAINTAIN PIPES OF UNEQUAL DIAMETER. SURFACE 4 MIN° COLD JOINT MIN. 4" MIN. MIN. COLD JOINT TAR SEAL NT, TAR SEAL VARIES
w CONTINUOUS - _ _ TAR SEAL FLOWLINE
n ~I EXISTING GRAVEL
a , 12" 12"
" EXISTING ~ PVC OR I EXISTING CONCRETE u, ow DUCTILE IRON PIPE ASPHALT CONCRETE
ABS PIPE I I PRIME COAT 36" MIN. " 36 MIN°
~o f~OW PLACE SOIL STOCKPILE ON UPSLOPE/
k UPSTREAM SIDE OF TRENCH
o „ r. ~ B ABC STONE w Z ~ 6 ABC STONE w
o COMPACTED TO O COMPACTED TO " 3s" MIN. `\~i~~~/~\/\\ \ =1 I1=1 I I_ 8 ABC STONE \ / -I I I
SECTION 95~ DENSITY. d MAIN I- 95y DENSITY. -MAIN O COMPACTED TO / /~\/\\i\\\//~\//~
~ d ~ N COMPACTED BACKFILL 95q DENSITY. ~ \ \ \ \
Z p COMPACTED BACKFILL a AGGREGATE STONE FERNCO COUPLING W/ 95% MAX. DRY DENSITY w 957 MAX. DRY DENSITY
~ „ o BEDDING, MIN. 8 STAINLESS STEEL CLAMPS _ _
" TOP & SIDES 6" AND SHEAR RINGS, OR ~ o Q N d o
~ BOTTOM, TYPICAL APPROVED EQUAL ~ Q i COMPACTED BACKfILI MAIN ~ 95% MAX. DRY DENSITY ~
°z d+24" ~ d+24"
J v=i /
o I NO S: ~ o PVC OR NOTE: ~ a I DUCTILE IRON PIPE
v PIPE 1. ALL BACKFlLL TO BE PLACED IN LIFTS NOT TO -EXCEED 6" : 1. THERE MUST BE AT LEAST A 5'-0" SEPARAT~~ON ~ ABS ~ JOINTS. d + 24" ~
I AND COMPACTED TO 95% OF STANDARD PROCTOR TEST. BETWEEN THE NEW COLD JOINTS AND ANY ISTING JOINTS. ~ -L T CLOSEST NOTE. ~ TYPICAL TRENCH Na Xo A CATION STOCKPILE
o (ASTM D698). IF NOT, PATCH WIDTH SHALL BE EXTENDED 0 THE CLOSES ~ EXISTNG JOINT.
" 2. STONE IS REQUIRED WHERE POOR SUBGRADE CONDITIONS EXIST o UNLESS OTHERWISE DIRECTED BY ENGINEER. ENGINEER SHALL BE 2. STONE IS REQUIRED WHERE POOR SUBGRADE CONDITIONS TIONS STONE IS REQUIRED WHERE POOR SUBGRADE
~ CONTACTED PRIOR TO THE PLACEMENT OF ANY STONE. EXIST UNLESS OTHERWISE DIRECTED BY ENGINEER. ENGINEER ENGINEER CONDITIONS EXIST UNLESS OTHERWISE DIRECTED BY i~
o°. SHALL BE CONTACTED PRIOR TO THE PLACEMENT OF ANY STONE, o ELEVATION 3. THE LACK OF PROPER COMPACTION EQUIPMENT OR THE USE ~F ANY STONE. ENGINEER. ENGINEER SHALL BE CONTACTED PRIOR TO THE PLACEMENT OF ANY STONE.
~ OF IMPROPER COMPAC110N METHODS SHALL BE CAUSE FOR
THE IMMEDIATE SHUTDOWN OF THE WORK BY THE ENGINEER. y OPEN CUT 8c PATCH in NOTE: SEE STANDARD SEWER LINE TRENCH DETAIL FOR PIPE BEDDING
° BEYOND COUPLING. .OPEN CUT & PATCH _
a CONCRETE DRIVEWAY DETAIL OPEN CUT 8c PATCH
- WAY NOT TO SCALE DETAIL ASPHALT DRIVE DETAIL -GRAVEL
TANDARD SEWER LINE COUPLING S NOT TO SCALE NOT TO SCALE ING LEASED 0 CONSTRUCT
NOT TO SCALE
a>°~°°ti ittt~~'i
,e ~CARp/ ~®Gemaaoesco ~j}i ,~~s o i ,o P
R DATE ~ ` =8' ~ S 1 `~,'q PROJECT MANAGER oeawlNG SCaLE 909 MARKET STREET RELEASED FO ~m ~0 0 P
TCH NOT TO SCALE ~MLMINGTON NC 28401 ° ~ - APPROVALS ~ n F,L , d
DRAwN BY PROJECT DATE [phone] 6 BNM VAR FEB. 2007 E ~ L ~r ~ $ IT F C2
BIDDING a e ` APPROVED BY PROJECT NUMBER °a ~ a O e ® TAILS
60120.OO.WL .Office Locations. c°a~r;ru1~4 OnsultOnts North Carolina Georgia CONSTRUCTION ~,~0~p8,8® TANS ISSIO
REV. N0. DESCRIPTION DATE FILE NAME PLOT DALE community mfrost~ucture c 3 20 2009 South Carolina Florida RECORD DWG. TER °1°
REVISIONS ~ ~

N
~Y~ + x 4 POST5 WATERPROOF RIGID ELECTRICAL
O;~ ~O °Z k
z~a _ Z~~ CONDUIT CONTINUOUS TO ELECTRICAL STRUCTURE
UO~
WUW X Y d'
6 UNDISTURBED INSULATED ENCLOSURE IMTH
~ ~ ~ SOIL (TYP.) HEATER MANUFACTURED BY BY 1"-2" REDUCED PRESSURE 15' MIN
i?°~ RESTRAINING GLAND BY MEGALUG HOT BOX MODEL HB1 OR OR BACK-FLOW PREVENTOR o0
z~° OR APPROVED EQUAL AT EACH q APPROVED EQUAL BY WATTS RS 6'
F MECHANICAL JOINT. k q A A OR V.LT. o~~ X LOCKABLE CAST IRON FORD METER YOKE BOX LT, o 0
iaarzo 18" MAX B" s" x 1 2" THICK A PLAN-BENDS PLAN-TEES WITH DUAL CHECK VALVE AND INLET KEY VALVE
W~~W / oZ STEEL PLATE YLHC141 - 243 - RL, OR APPROVED EQUAL 8' MIN
ww~$
° S o w 8" x 1 2" STEEL 18" MIN. 24° MIN., ~ _ / " READING LID, HINGED ~~w~ PLATE STRAP 45° 10 OIA. 12 0 & UP 30" MAX 12" MIN CONCRETE VAULT
WZ~ . 1" m ~ LESS CAST IRON FLAP (REFER TO 6'
~FO° _ + v o LABELED "WATER METER" ~ ~~E~ N m LC LOCAL CODES) PLAN VIEW
~,NW ~ V ~ ~c~wm I I 1. THE ULTRASONIC LIQUID FLOWMETER SHALL BE CAPABLE OF
a~,°° - 98 MIN; 10 DIA. OR LESS C=PLAN FINISHED GRADE • , . , • • , , o ® s ULTRASONIC FLOWMETER MEASURING RAW WASTEWATER WITii A VEIOgTY RANGE OF 0.1
.~~w I I 24" MIN.-12" OIA. OR GREATER D=ELEVATION l " . : ~ AND ELECTRICAL PANEL TO 40 FPS. ERROR OVER THIS FLOW RANGE SHALL BE LESS ~ ~ THAN 3%. THE FLOWMETER SHALL BE SINGLE OR DUAL
z°oW 3 =III ° SECTION X-X PLAN & ELEVATION `a • z I I -
o I °o°k+$ M.J. CARRIER " " BENDS & TEES PLUGS - - TWO 3 4 0 x 4 BOLTS - ~ .III-1 I ~ POURED IN PLACE 4" CHANNEL WITH USER-PROGRAMABLE GRAPHIC lCD'S. THE CAPABILITY SHALL EXIST TO ADD TWELVE OR MORE 050LATED 4- CONCRETE PAD. TO 20-mA OUTPUTS, SIX OR MORE HERMETICALLY SEALED OR
mw PIPE / ~ om WITH HEX NUTS ON EACH STANDARD ALARM RELAYS, AND TWELVE OR MORE
SIDE OF SPIDER, TYPICAL CONi1N000S 90" PIPE 90° BEND 45° BEND 22-t/2° BEND 11-1/4' BEND TEE PLUG WATER METER PRO ED SDR 26 26 SDR 26 FREQUENCY/TOTAIJZER OUTPUTS. aa" t
soya, Wq.D-BOTH slzE BY CITY OF SOUTH RT 36" x 36" ALUMINUM
x Z ci J " " " SIDES, TYP. A B A B A B A B A B C D 3FZ~ STEEL CA~NG 10 x 4 x i/2 THICK A 4" 18" 12" 10" 13" 7" 10" 7" 10" 12" 14" 93" 6" .g PIPE-SEE PLANS STEEL PLATE SHOE W/ HATCH ELEV. 91.3 '
°~$a FOR SIZE. ENDS BENT UP 1/2" 6" 16" 12" 10" 13" 7" 10" 7" 10" 12" 14" 19" 9"
ZF~~ " " " " " " " " " " " " " ,a. TO BUILDING ' . ' .y•. ',a„ v
~bz 8 24 18 13 18 10 12 1 12 16 18 25 11 FORD CORP. CASING SECTION A-A END ELEVATION D '~~a7,: OVA ,I ~TbNE'° STOP
.AS,.R QUI)3 • ooh? 10" 28" 22" 15" 22" 12" 15" 12" 15" 20" 22" 31" 14" ~ . U°°N 3'-0 MIN.. ; ~ INSTALL CLAMP-ON ULTRASONIC FLOW
NOTES: NOTES: 12" 32" 28" 19" 28" 14" 18" 14" 18" 22" 28" 37" 17" TRANSDUCERS COMPATABLE WITH 6" SDR 21 PVC . ULTRASONIC FLOWMETER>
1. ENURE SPIER ASSEMBLY TO BE BITUMINOUS-COATED AFTER FABRICATION. 1. RECOMMENDED SLAB MENDED SLAB SIZE: 36" L x 22" W x 4" MIN. FORCE MAIN :'ti
16" 54" 38" 30" 36" 18" 36" 18" 36" 36" 42" 54" 24" 2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE THICKNESS. LENGTH WITHIN THE CA~NG BY USING "SPIDER" STEEL SUPPORTS 2000 PSF SOIL (SAND & GRAVEL MATH CLAY) BLOCK SUPPORT OR ESS.
= AT A MAXIMUM OF 10 FOOT CENTERS (ONE AT EACH JOINT AND STONE AS REQUIRED 2. REDUCE PRESSURE I 4• PRESSURE BACKFLOW PREVENTOR TO BE FEBCO 825Y, OR
CIE INTERMEDIATE). OTHER METHODS MUST MEET APPROVAL OF - THE ENGINEER. NOTES: APPROVED EQUAL B VED EQUAL BY WILKINS OR WATTS. 2" PVC DRAIN PIPE
TAPPING SADDLE AND CORPORATION
STEEL SPIDER DETAIL 9. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE. 3. INSULATED ENCLOSU NOT TO SCALE 2. ALL BEARING S~JRFACES TO BE CARRIED TO UNDISTURBED GROUND. EASIER ACCESS ANC ,TED ENCLOSURES IS DESIGNED AS A FLIP-TOP TO ASSURE ' STOP WITH PRESSURE GUAGE. ACCESS ANO MAINTENANCE. 2 CUFT OF STONE FOR s°
M5O14 DRAIN AREA
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE. PVC COUPLING COMPACTED CRUSHED STONE
4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS. 1 REDUCED PRESSURE BACKFLOW PRE LOW PREVENTER AND METER SECTION-VIEW
~.T.s.
THRUST BLOCKING DETAIL ' S' FLOWMETER VAULT DETAIL NOT TO SCALE
NOT TO SCALE
3,a
gq,L PAVEMENT MANHOLE COVER AND FRAME GROUT AS READ. FlNISHED GRADE
SHOULDER SUBGRADE
5' ~YOND SHOULDER
TOE OF ~ DITCH 3 I SLOPE OR Z ' ~
M I EDGE OF / /i~ / ~ 4" RISER AS NEEDED
a I PAVEMENT \\!i z ~ ~~li~ iil~~
w t0 I \ ~ ~ ~ 2' MANHOLE STEPS AT 16" OC
U o ~ 2° X 2' STANDARD NCDOT JUNCTION
!mod - N I 2" AWWA SS BAIL VALVE WITH LEVER BOX WITH MANHOLE UD HANDLE. HAMMOND No< 6433 OR Na AUTOMATIC COMBINATION AIR VALVE WITH BACK
p ~ i V108-32 OR APPROVED EQUAL INSTALL m FLUSHING HOSE, QUICK DISCONNECT, COUPLINGS,
~ J ' ~ t WITH HANDLE UP FOR OPEN ~ 9/2" SHUTOFF, 1" DRAIN, ETC AS REQUIRED
~ , ' i ~ ~ STEEL PIPE CARRIER ~ 'f CASING PIPE TRENCH WALL ~ SEE DETAIL 3' MIN CAMLOCK 2' WITH GASKCE U(PARTBA"DPW
BELOW MALE/PART "B" FEMALE)
o CONCRETE PLACED N ~ UNDI IL S CASING GROUT ALL JOINTS SS PRESSURE GAGE WITH "T" & VALVE
z DE NEER. ~ COMMON
~ 0~ ~ ~ BRICK W CARRIER PIPE N ~ . / PIPE 2" PVC DRAIN PIPE ~ ~ PROVIDE BRICK OR BLOCK 2 CUFT OF STONE FOR FOR STABILITY OF ARV DRAIN AREA
~ ~\i\ \ ~i i\\ . MORTAR m . SLOPE BOTTOM TOWARDS ~ DRAIN
Q - ~ ----TRENCH WALL ~ - ~ ~ ~ ~ ~ ~ ~ ~
I r 2" PVC DRAIN PIPE
o • COMPACTED X57 STONE
m ~ POURED IN PLACE CONCRETE 8 / / / / / / /
~ SLOES NEXT TO TRENCH NOT FORMED o ( ) Z PIPE O.D. FRONT VIEW SIDE VIEW Y ~~~~E + %
a ~ ~ ~ ~ /~/i
0 12 MIN. OTESi o 2" THREADED OUTLET SADDLE 2" THREADED OUTU:T SADDLE
v _ 1. S1EEL ENCASEMENT PIPE SHALL CONFORM TO IM A 139 WITH CONCRETE
FMS NOT REQUIRED BELOW SPRING LINE, CONCRETE MAY BE PLACED WALL THICKNESS AND GRADE AS DEFlNED IN THE SPECIFlCATIONS. JUNCTION
°o SEE NOTE AGAINST SHAPED BANKS IN UEU OF FORMS. MINIMUM ALLOWABLE YIELD STRENGTH IS 35,000 PSI. 0 N 2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE NOTES: BOX
" L~IGTH WITHIN THE CASING BY USING SPIDER" STEEL. SUPPORTS 1. USE AN APPROVED JOINT COMPOUND ON ALL THREADED CONNECTIONSe
? 4 AT A MAXIMUM OF 10 FOOT CENTERS (ONE AT EACH JOINT AND Z 2" SS NIPPLES SHAH BE USED IF NEEDED,
o N ONE INTERMEDIATE). OTHER METHODS MUST MEET APPROVAL OF 16"
o THE ENGINEER. N W R INE MARKER DETAIL SEE L FORCE MAIN AIR RELEASE VALVE & MANHOLE PIPE
~ ENCASEMENT PIPE NOT TO SCALE CONCRETE SEEPAGE COLLAR NOT TO SCALE
m o NOT TO SCALE UNDER HIGHWAYS
n. NOT TO SCALE
J
`®gtttt E~t+9pi 9Bd d~BIO LNG - NQ1~ EASED D S ION
iPs
\'"off "¢B®~ PROJEC MANAGER DRAWING SCALE 909 MARKET STREET RELEASED FOR DATE ~ ~®o ~F~. Ip ~o 'i
TCH NOT TO SCALE 1 ®QC~ "o ~o o ~
- DRAWN 8Y PROJECT DATE MALMINGTON, NC 28401 APPROVALS " a ~ CITY 23
BNM VAR FEB. 2007 [phone] p 8 M APPROVED BY PROJECT NUMBER BIDDING = ~ ~ 2 ~ g ° TAILS
60120.00. Office Locations: : ~ " Q W- CONSTRUCTION "acNO ~E~G"" TRANS ISSI ILL
REV. N0. DESCRIP110N DATE FlLE NAtIE PLOT DALE Community infrastructure consultants North Carolina Georgia ~h P~~
4 t 2009 South Carolino Florida 9R v~~~` REVISIONS / / RECORD DWG. TES N~,~

ABLY ~PBI~Sz A 1.5'
TROL SEQUENCE (CONT.): MIN.
EROSION CON SEEDING MIXTURE REAS ARE TO BE LEVELED OUT, SEEDED,
~ (;FNFRAI NOTES Y EXPOSED LONGER OWING PIPE INSTALLATION, ALL DISTURBED A ~y? TO CAUSE MINIMUM INCONVENIENCE 6. FOLL ON THIS SHEET. AREAS ARE NOT TO L 9" MIN.
~.3" L PLAN AND CONSTRUCT WORK SO AS MAINTAIN AND MULCHED AS OUTLINED 0 0 1. CONTRACTOR SHAL ONTRACTOR SHALL PROVIDE, ERECT AND AYS. RATF (LB/ACRE)
LL THE PUBLIC. THE C LE THAN 15 D RATE (LB! ~°z TO THE OWNER AND MPORARY SUSPENSION OF WORK, SUITAB SPECIES- 120
- ~a RING THE PROGRESS OR TE NAND MANENT AND UNIFORM VEGETATION IS 120 ~iz AT ALL TIMES DU PROTECTION, INCLUDING FLAGME PORARY MEASURES UNTIL PER RYE (GRAIN) zN~ S FENCES, SIGNS OR OTHER ADEQUATE WELL AS THOSE 7. MAINTAIN ALL TEM 50
- oz~ BARRIER , THE PUBLIC AS ANNUAL LESPEDEZA KOBE o° ECESSARY TO INSURE THE SAFETY OF CCORDANCE ESTABLISHED.
WSW WATCHMEN AS N CONSTRUCTION SIGNING SHALL BE IN A x TRUCTION WORK. - ONSTRUCTION CONDITIONS ANY AREAS ~z~ ENGAGED IN THE CONS " MAINTENANCE OPERATIONS SUPPLEMENT HALL CLEAN AND RESTORE TO PRE C 1 FILTER FABRIC
a OF CONSTRUCTION AND g. CONTRACTORS TANTENTLY BE DAMAGED DUE TO THE THE LATEST EDITION " THAT MAY INADVER ° NTH AFFIC CONTROL DEVICES BY THE DOT. OUTSIDE THE PROJECT LIMITS RATE (L8/ACRE)
W~~ UNIFORM TR a~z TO THE MANUAL ON FAILURE OF THE EROSION MEASURES. SPF I '~W NT E RMAN MILLET 40 40
~O= APHIC RECORD (DIGITAL) OF DEVELOPME MEASURES UPON APPROVAL BY TH GE TRACTOR SHALL PRODUCE A PHOTOGR EMOLITION HA5 BEGUN. AINING TEMPORARY EROSION CONTROL A
z~g 2. THE CON OF THE. SITE AS IT APPEARS BEFORE D g• REMOVE THE REM F •y COMMENCING WITH A RECORD MAINTAINED WEEKLY DURING CITY OF BOILING SPRING LAKES. E6LL.
A PHOTOGRAPHIC RECORD SHALL BE LOPMENT AS IT oaf AFTERWARDS, A PHOTOGRAPHIC RECORD OF THE DEVE RATF (B/ACRE)
DING WITH N &zo CONSTRUCTION AND EN HALL BE DELIVERED TO THE OWNER. EROSION CONTROL MAINTENANCE PLA SPE IFS a'~N AFTER DEMOLITION. THIS RECORDS ING THE DAY 120 120
W~aW APPEARS IN GAUGE AND RECORD RYE (GRAIN) ~O?a NTRACTOR FOR A PERIOD R IS RESPONSIBLE FOR PROVIDING A RA
• ~g OR SHALL BE WARRANTEED BY THE CO 1. THE CONTRACTO RAINFALL EVENT. °o~ 3. ALL WORK BY THE CONTRACT RK. AND AMOUNT OF RAINFALL FOR EACH # CLASS 'B' STONE
~ AFTER THE OWNER ACCEPTS THE W0. ~~W~ OF ONE YEAR g WILL BE CHECKED FOR SEEDING DATES - DECEMBER 1 TO APRIL 15 UPSTREAM SIDESHED STONE
D BUT IN NO CASE WINTER AND EARLY SPRING - DECEMBE SEDIMENT CONTROL PRACTICE SITIVE DRAINAGE. 2. ALL EROSION AN EVERY RUNOFF-PRODUCING RAINFALL LATE ~ TOR TO ENSURE PO RATION FOLLOWING TELY TO -APRIL 15 TO AUGUST 5 TO AUGUST 15
~WOa 4. CONTRAC STABILITY AND OPE SUMMER NEEDED REPAIRS WILL BE MADE IMMEDI -AUGUST 15 TO DECEh =~E' .PART 1926 SUBPART P, EXCAVATIONS, 29 R LESS THAN ONCE EVERY WEEK. AN FALL ' 15 TO DECEMBER 30 2:1 24" MAX.
"'"W CTOR SHALL COMPLY WITH OSHA 29 CF °Wm 5, CONTRA SPACES AND ALL OTHER REGULATIONS. MAINTAIN ALL PRACTICES AS DESIGNED. 2' ' ' ' ' AT CENTER
~oo~ 1910.146. PERMIT REQUIRED CONFINED OOITiONAL 2 aN° CFR PART ALLY TOP DRESSED WITH ANA SOIL AMENDMENTS -YW YS THROUGHOUT PROJECTS. UCTION ENTRANCES WILL BE PERIODIC IMENT THAT IS RECOMMENDATIONS OF SOIL TESTS OR A( .TESTS OR APPLY 2,000 LB/ACRE GROUND
W ?NGRESS AND EGRESS TO DRIVEWA 3, ALL CONSTR MAINTAIN PROPER DEPTH. ANY SED FOLLOW ACRE 1d zoo's 6. CONTRACTOR SHALL ALLO CHES OF COURSE AGGREGATE TO Y REMOVED. TURAL LIMESTONE AND 1000 LB/ N IN PROJECT LIMITS SHALL BE IMMEDIATEL AGRICUL 0 LB/ACRE 10-10-10 FERTILIZER.
av,oz TRACKED OUTSIDE OF THE
H OR SOD DISTURBED AREA PER PROJECT ~ MULC SILT FENCE WHEN IT BECOMES MULCH mm 7. CONTRACTOR SHALL SEED AND SEDIMENT WILL BE REMOVED BEHIND THE EpAIRED AS 0 LB ACRE STRAW. ANCHOR STRAW JCHOR STRAW BY TACKING WITH ASPHALT, NETTING FILTER FABRIC
z = 4• THE SILT FENCE WILL BE R APPLY 4,00 / SPECIFICATIONS. SIX INCHES DEEP AT THE FENCE. DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
ULCH ANCHORING TOOL A DISK WITH B Y~°'i D AREAS TO ORIGINAL INTAIN A BARRIER. OR A M G TOOL. q USED AS A MULCH ANCHOR( s°'"" ND REPAIR ALL PAVED AND LANDSCAPE NECESSARY TO MA DL.
.N g. CONTRACTOR SHALL CLEAN Yz° MULCHED, WATERED, AND RESEEDED AS SECTION A - A
3°aN CONDITIONS. ALL SEEDED AREAS SHALL BE FERTILIZED, R s : APPROXIMATE. 5° A VIGOROUS, DENSE VEGETATIVE COVE MAINTENANCE ATE LLY p ATELY OLLOWINGEEROSION OR OTHER DAMAGOEGEN IN MARCH.
° °Z CATIONS OF ALL EXISTING UTILITIES ARE NECESSARY TO MAINTAIN RTILIZE IF GROWTH IS NOT FULLY ADEQU (~°aoa CONTRACTOR IS CAUTIONED THAT LO VICE OF ALL UTILITIES REFE 9• R MAINTAINING SER MAINTAINING ADEQUATE EROSION IMME
W FO FOR D REFERTILIZE AND MULCH IMMEDIATELY CONTRACTOR SHALL BE RESPONSIBLE TRACTOR IS ULTIMATELY RESPONSIBLE ROSION CONTROL RESEE , ``-'~o'~ CTION. 6. THE CON AFTER CONSTRUCTION. ADDITIONAL E
~~u,a THROUGHOUT CONSTRU CONTROL MEASURES DURING AND CONDITIONS AND NO CHANGE IN a°~~ Y BE NECESSARY AS DICTATED BY FIELD / A L= THE DISTANCE SUCH THAT. POINTS B
SSsN MEASURES MA COORDINATION NOTES CONTRACT PRICE WILL BE GIVEN.
CITY OF ION SEEDING MIXTURE 4CP CE MATH THE STATE OF NORTH CAROLINA, TAIN PERMANENT AND TEMPORARY EROS ,O/~ A AND B ,ARE OF EQUAL ELEVAI'tON
1. ALL WORK IS TO BE IN ACCORDAN pECIFICATIONS. CONTRACTOR SHALL CONI1NUE TO MAIN WHICH 11ME, THE A REGULATIONS, AND THE CONTRACTS 7• THE INAL APPROVAL BY THE ENGINEER. AT SPE IF
SOUTHPORT, OSH CONTROL MEASURES UNlll F MEASURES. 10-20 LI TAL AND VERTICAL TOR SHALL REMOVE ALL EROSION CONTROL CENTIPEDEGRASS 10-20 LB/ACRE (SEED} OR //a~
ESTABLISH AND CHECK ALL HORIZON CONTRAC 33 BU/ACRE 2. THE CONTRACTOR IS TO IN ADDITION, THE CONTRACTOR IS G AND RESTORING TO PRE- 33 BU/ACRE (SPRIGS) >0~®~\/\A// .
OLS TO BE USED WITH THE PROJECT. OF BEGINNING TOR SHALL BE RESPONSIBLE FOR CLEANIN MAY CONTR OF THE ENTIRE SITE PLAN IN ADVANCE g. THE CONTRAC REAS OUTSIDE THE PROJECT LIMITS THAT S
TO COMPUTE THE LAYOUT ANS. CONTRACTOR SHALL EMPLOY CONSTRUCTION CONDITIONS ANY A PL F THE EROSION MEASURES. SEEDING DA RASS D Y WORK ASSOCIATED WITH THE SUBJECT S . NTLY BE DAMAGED DUE TO THE FAILURE 0 MAR -JULY {WHEN USING CENTIPEDE G AN SITE IMPROVEMENT STAKEOUTO INADVERTE CEDE GRASS DURING JULY THE CONTRACTOR SHALL UTILIZE SPRIGGING
ONAL SURVEYOR TO PERFORM TRACTOR SHALL PROVIDE TEMPORARY I A PROFESS( THE CON TEMPORARY IRRIGAT10N}.
AY FOR ALL INSPEC110NS, CERTIFICATIONS, Sys N0~
E CONTRACTOR SHALL OBTAIN AND P SHALL BE REPORTED TO SOIL AMENDMENTS AT IS PLAN AND ACTUAL FIELD CONDITIONS IZER ACCORDING. TO SOI 3' TH MAY BE REQUIRED. 10-10-10 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC ?RDING TO SOIL TESTS, OR APPLY 300 LB/ACRE FOUNDATION.
EQUIPMENT, ETC., TH t. ANY DISCREPANCY IN TH N APPLY LIME AND FERTIL ORDINATE ALL WORK OWNER PRIOR TO START OF CONSTRUCTIO R. 2. KEEP THE CENTER STU~SETHECCHANNELLBANKS.INCHES BELOW NATURAL GROUND LEVEL
N ALL WORK WITH THE CITY AND CO THE FERTILIZE 4. THE CONTRACTOR SHALL PLA ATION OF ALL EASEMENTS AND WHERE THE DAM AB
XISTING WATER LINES. CTOR SHALL BE RESPONSIBLE FOR VERIFIC INVOLVING E 2, THE CONTRA SPRIGGING EREON BEFORE BEGINNING CONSTRUCTION. ROy~ y~~{ A TRACTOR-C A TRACTOR-DRAWN TRANSPLANTER, OR BROADCAST 8Y HAND.
DIMENSIONS SHOWN H PLANT SPRIGS IN FUR
~ SO THAT WORKMEN AND PUBLIC SHALL SITE IN A MANNER AINTAIN OR NTRACTOR SHALL MAINTAIN THE FROM DAMAGE. OWS SHOULD BE 4-6 INCHES DEEP AND PLACE SPRIGS ABOUT 2 FEET APART IN 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP .S DEEP AND 2 FEET APART. OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL.
ATE WITH THE OWNER TO PROPERLY M 3. CO AND ADJOINING PROPERTY PROTECTED FURR TRACTOR TO COORDIN PROTECTED FROM INJURY, W WITH ONE END AT OR ABOVE GROUNI 1. CON E CONNECTIONS WHEN NECESSARY. BE THE RO ABOVE GROUND LEVEL. A 4. ENSURE THAT CHANB JECT TO DAMAGE OR BLOCKAGE FROMR DISPLgCEDESTONESW CHEC
RELOCATE EXISTING SERVIC UCTION AND SUBJECT TO DISTORTION. SCOPE OF DEMOLITION CALE THIS DRAWING AS IT IS A REPROD WN ABOVE, AND PR BOVE, AND PRESS SPRIGS INTO THE TOP Xt-2 INCHES- OF SOIL DAMS, ARE NOT SU
SITE AND BECOME FAMILIAR WITH THE 4. DO NOT S BROADCAST AT RATES SHO ARE NOT 2. CONTRACTOR IS TO WALK THE STRUCT NEW SITE IMPROVEMENTS WILL BE SITE UPON COMPLETION OF THE N E DISK SET STRAIGHT SO THAT SPRIGS RIGS ARE NOT BROUGHT BACK TOWARD THE SURFACE. 5. INSPECT CNECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVEN .
DEMOLITION WORK REQUIRED TO CO MADE THEREFORE. R SHALL REMOVE ALL DEBRIS FROM TH REQUIRED. ALL ND NO ADDITIONAL PAYMENT WILL BE 5. THE CONTRACTO
E CONTRACTOR A T ONCE A WEEK DURING CONSTRUCTION. PERFORMED BY TH PROJECT AND AT LEAS MULCH
OT LIMITED TO THE EXCAVATION, HAULING IDE THE "CONSTRUCTION LIMITS" BROOM DO NOT MULCH DEMOLITION SHALL INCLUDE BUT IS N CHES FOUNDATIONS, SLABS, NTRACTOR SHALL KEEP THE AREA OUTS STONE C DAM DETAIL
3' L OF CONCRETE PADS, CONCRETE DIT 6. THE CO AND OFFSITE DISPOSA UILDINGS, PAVEMENTS AND ALL MATERIALS .CLEAN AT ALL TIMES. MAINTENANCE
STRUCTURES; ABANDONED UTILITIES, B N OF THE NEW Y-20 LB ACRE NITR( STEPS, AND RY FOR THE INSTALLATIO RECORD THE EXACT 11LIZE VERY SPARINGL / .B/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. NTS
STRIPPED TO THE EXTENT NECESSA SHOWN ON AN "AS-BUILT" SET OF DRAWINGS TO FER TOLERATE HIGH PH CLEARED AND IMITS OF CLEARING AND GRADING AND AS 7, CONTRACTOR SHALL MAINTAIN DRAWINGS SHALL BE GIVEN TO THE CENTIPEDEGRASS CANNO '.ATE HIGH PH OR EXCESS FERTILIZER.
IMPROVEMENTS AND WITHIN THE L FALL PIPING PRIOR TO CONCEALMENT MITTAL LETTER TO LOCATION 0 PROJECT NflTH A COPY OF .THE TRANS THESE PLANS. OWNER UPON COMPLETION OF THE
ROPERTY, STRUCTURES AND UTILITIES ON NGINEER.
TOR SHALL PROTECT ALL ADJACENT P ERS DUE TO THE THE E 4• THE CONTRAC (SHED. DAMAGE TO PROPERTIES OF 0TH OL WINGS ARE DEEMED NECESSARY BY TH
THE PROPERTY NOT TO BE DEM E CONTRACTOR AT NO COST TURES FROM THE SPECIFICATIONS OR DRA HALL BE GIVEN TO ' S SHALL BE REPLACED IN KIND BY TH 8. IF DEPAR EPARTURES AND REASONS THEREOF S ONTRACTOR S ACTIVITIE TOR DETAILS OF SUCH D NT SHALL BE MADE S SEE NOTE C CONTRAC RTURES FROM THE CONTRACT DOCUME ~__----------~-i
TO OWNER. THE OWNER FOR REVIEW, NO DEPA ACING
N OF THE ~ 12" STAY SP (SHED BY THE CONTRACTOR IN ORDER TO WITHOUT THE PERMISSIO MIN. 14 GA. STEEL POST
5. ALL MATERIAL CLEARED OR DEMOL F THE CONTRACTOR ER. ~ ORK SHALL BECOME THE PROPERTY 0 OWN TOP IMRE WOVEN WIRE FENCING AS REQUIRED
CONSTRUCT THEW FF-SITE. SHALL BE PROPERLY DISPOSED OF 0 AND S r.Fr~FRal ITII~.
ENTS CURBS AND GUTTERS AND SIDEWALK TE EXISTNG UTILITIES. IT IS THE v SILT FILTER FABRIC
SMOOTH SAW CUT OF EXISTING PAVEM MADE ALL POSSIBLE ATTEMPTS TO LOCH R TO 6. PROVIDE 1. THE ENGINEER HAS , Y THE LOCATIONS OF ALL UTILITIES PRI MIN. 12-1 /2 GA. o Q ~ STAKES
TO BE DEMOLISHED. CTOR S RESPONSIBILITY TO FIELD-VERIF TIES INCURRED DURING FOR CONTRA Y CONFLICTS. ANY DAMAGE TO UTILI INTERMEDIATE WIRES I ~ ~f M ~ N
SIDEWALK, AND UTLITIES NOT INTENDED CONSTRUCTION AND TO NOTE AN TOR AND IS TO BE REPAIRED AT THE . EXISTING CURB AND GUTTER, LIGHTS, REED DURING DEMOLITION. S THE RESPONSIBLITY OF THE CONTRAC ~rI I t' ! fdg` d
7 MAINTAINED, PROTECTED AND UNDISTU CONSTRUCTION I E SHALL BE RESPONSIBLE FOR ALL COSTS DEMOLI110N SHALL 8 ~ ONTRACTOR S EXPENSE. THE CONTRACTOR LOSS OF UTILITY REVENUES. MIN. 10 GA. ~ N fd .d • u , , . n
vi TTERS, ROADSIDE DRAINAGE C MAGE TO EXISTING UTILITIES INCLUDING S DRIVEWAYS, CULVERTS, CURB AND GU RASA RESULTING FROM ANY DA 4NE-CALL CENTER AT 1 (800) BOTTOM WIRE ~ SILT d ~.s
a 8. ALL STREET SURFACE , E DISTURBED OR DAMAGED IN ANY MANNE TOR SHALL CALL THE NORTH CAROLINA DIGGING. w CHES AND OTHER STRUCTURES THAT AR THE CONTRAC TO LOCATE EXISTING UTILITIES BEFORE o DIT N SHALL BE REPLACED OR REPAIRED. 632-4949 AND ALLOW THE CENTER 1 STAKE AT GROUND r . ...........r
I RESULT OF CONSTRUCTIO SUCH AS 6" MIN. COMPACTED i BARRI FILL OVER SKIRT* ~ N ANCHOR FABRIC SKIRT w/MIN. 4" EACH CORNER i . . . . : t .FENCE N 12 O.C. • ii
~ PORARY SUPPORT OF EXISTING UTILITIE , I 2. CONTRACTOR SHALL ARRANGE FOR TEM WATER LINES, ETC. ®O LONG WIRE STAPLES ® 1 • , , , ~ a d. r::.
° IBER OPTIC CABLES, TELEPHONE CABLES, a POLES, CONDUITS, F W o ®4, 6 , n
0 UIREMENTS: N UNDISTURBED, UNLESS COORDINATED t0 EROSION CONTROL REQ -IRE HYDRANTS SHALL REMAI L BE S
L BE NO 3. ACCESS TO UTILITIES, F T SERVICE OFF-SITE PROPERTIES SHAL GLE FOR GRADED SLOPES AND FILLS SHAL THE RESPECTIVE UTILITY. UTILITIES THA TOR. ~ N ~ FOR REPAIR OF SILT FENCE A ` /~d' A ii FAILURES, USE #57 WASHED s BOX V n, -----T J 'i
CONSTRUCTION PROCESS BY THE CONTR J ~ PURSUANT TO G.S. 113A-57(2), THE AN TATIVE COVER OR OTHER ~ ~ 1' ANGLE THAT CAN BE RETAINED BY VEGE MAINTAINED DURING THE ~ N STONE IN LIEU OF '°,.OPENING A
k GREATER THAN THE TURES. SLOPES LEFT EXPOSED WILL, WITHIN TING OVERHEAD ' ROSION-CONTROL DEVISES OR STRUC NTED OR OTHERWISE Y NECESSARY RELOCATION OF ALL EXIS o ADEQUATE E ON OF ANY PHASE OF GRADING, BE PLA 4, CONTRACTOR SHALL COORDINATE AN COMPACTED FILL. V
~ DAR DAYS OF COMPLETI OR STRUCTURES THE RESPECTIVE COMPANIES. 21 CALEN R PERMANENT GROUND COVER, DEVICES, AND UNDERGROUND UTILITIES WITH _
o PROVIDED WITH TEMPORARY 0 RGROUND. cn TO RESTRAIN EROSION. LED ON SITE SHALL BE INSTALLED UNDE SIDE VIEW ;4'~,.,.
SUFFICIENT 5. ALL PROPOSED UTILITIES TO BE INSTAL RONT VIEW T TO F EW
~ FOR PERMANENT GROUNDCOVER SUFFICIEN SANITARY SEWER LINES ARE AS FOLLOW 113A-57 3 , PROVISIONS WORKING Z PURSUANT TO G.S ( TURBED AREAS WITHIN 15 ATION DISTANCES FOR a 2 MUST BE ACCOMPLISHED FOR ALL DIS 6. MINIMUM SEPAR SILT @ARRIER FENCE SECTION A - A
~ RESTRAIN EROSION HORTER FOLLOWIN COMPLETION OF •
R DAYS WHICHEVER IS S ) OVER SEWER) OR 10® HORIZONTAL I DAYS oR 90 CALENDA ( - 1g VERTICAL (WATER NOTES. N DEVELOPMENT. A. WATER LINES LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. NOTE: FOR CURB INLETS AND DROP INLETS
CONSTRUCTION OR o " STALL NEW SILT FENCES AS SHOWN ON Of SHOWN ON DRAWING AND AT
~ RS - 24 VERTICAL 1. IN I SEQUENCE: B. STORM SEWE o EROSION CONTROL AND BE OF THE SELF FASTENER ANGLE TYPE. FABRIC OP INLET PROTECTION DETAIL H
Z ING " STS SHALL BE 5' IN LENGTH AND BE OF a BOILING SPRING LAKES, PRIOR TO BEGINN THER UTILITIES - 24 VERTICAL 2• PO
~ CONTRACTOR TO NOTIFY THE CITY OF C. ALL 0 0 1' WHERE SEPARATION DISTANCES WIRE FENCING, WHERE REQUIRED (SE SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL NTS REQUIRED (SEE NOTE #6),
o CONSTRUCTION. TRAINED JOINT ENDS MAY BE SUBSTITUTED OT BE 3. WOVEN a 7. D.I.P. WITH RES TER LINE OR STORM SEWER CANN A MINIMUM OF 32" WIDE AND HAVE A MII ~VD HAVE A MINIMUM OF 6 LING UGEE WIRE ABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
UC710N ENTRANCE. EN THE SANITARY SEWER LINE AND WA BE i TEMPORARY CONSTR BETWE SEC7fONS OF PIPE ARE CENTERED ON AND INTERMEDIATE WIRES SHA 2. CONSTRUCT p, .PIPE MUST BE LAID SUCH THAT FULL BE 10 GAUGE ~ MAINTAINE F 10' ON EACH SIDE OF THE POINT OF ,TE WIRES SHALL BE 12-1/2 /2" LONG.
o G AREA S . (STANCE 0 THAN ~9 STAPLES 1 1/2" LONG. RES INCLUDING AT STAGIN G POINT AND EXTEND A D
o INSTALL ANY EROSION CONTROL MEASU THE CROSSIN a 3' CROSSING. POLYE 4. FILTER FABRIC SHALL BE OF NYLON, NYLON, POLYESTER, PROPYLENE OR ETHYLENE INHIBI ORS ANDINSTABILIZERS.G~ OF 30 LB./LIN. IN. AND A
° RADING AND EXCAVATION AND PIPE LAYING. A (MUM OF 859 FILTERING EFFICIENCY. FAB ° R SITE BEGIN G ~ 4, CLE MIN. 'FICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET
o ORES AS SHOWN, AS CONSTRUCTION R IS USED WITH A STRENGT TH A STRENGTH OF 50 LB./LIN, IN. OISGREQU RED~D POSTOSPACIN6 SHALL NOT EXCEEDX@CEED 6', WOVEN
o. EDIMENT AND EROSION/TURBIDITY MEAS T BE IN PLACE, AS 5. IF FABRIC FILTE 0 5. INSTALLS CH DAY, EROSION CONTROL DEVICES MUS A FENCING IS NOT REQUIRED. OTHERWISE, :D. OTHERWISE, WOVEN WIRE FENCING
PROGRESSES. AT THE END OF E DISTURBED AREA. WIRE E PLANS, UP TO THE CURRENT END OF DEPICTED ON TH
U d TEMPORARY SILT FENCE SED CONSTRUCTION
0 NTS AWING ® LEA
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RELEASED FOR DATE ~ p° ®m 909 MARKET STREET = ; ~ °SEAL e
PROJECT MANAGER DRAWING SCALE INGTON; NC 28401 pROVALS 1 ® ° ' WILM AP a 0 2~ 9 S o TAILS CITY ®F
TCH NOT TO SCALE g1p 762-4200 g b ° a °e o ~ PRO~CT DATE \ ° DRANK BY BIDDING : ,1+ o e p~
BNM, VAR FEB. 2007 RASMISSI I ~e
VED i ~C,~ J .eye gy PROJECT NUMBER Office Locations: CONSTRUCTION _ AFRO 'na Georgia - ~~,,RTER H .o 60120.OO.WL • frastructure consultants North Carols
communit in Florida ECORD DWG. d~~~~°1''s,t~o FlLE NAME PLOT DATE y South Carolina R
DESCRIPTION DATE 3/23/2009 REV. N0.
REVISIONS -

< GENERAL NOTES EROSION CONTROL SEQUENCE (CONT.): TF~IP~RARY SEEDING-LATE iMNTER/ AR Y SP IER/EARLY SPRING
~Y~ A 1.5'
030 1. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE 6. FOLLOWING PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, SEEDING MIXTURE
~°Z TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AND MULCHED AS OUTLINED ON THIS SHEET. AREAS ARE NOT TO LAY EXPOSED LONGER ~a A L TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK SUITABLE !ATE WINTER AND_EARLY SPRING AT L ~ THAN 15 DAYS. MIN. RLY SPRING
oZ~ F N S SIGNS OR OTHER ADE UATE PROTEC110N INCLUDING FLAGMEN AND vo BARRIERS, E CE , Q ,
W v W WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE 7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS SPECIES B9I~ RATE (lB/ACRES 9" MIN.
~Zir ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE ESTABLISHED. RYE (GRAIN) „ 120 50
W~ , WITH THE LATEST EDITION OF CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT ANNUAL LESPEDEZA KOBE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BY THE DOT. 8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS ANY AREAS
rc'o~ OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTANIENTLY BE DAMAGED DUE TO THE
Z~° 2. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT FAILURE OF THE EROSION MEASURES.
Fey COMMENCING WITH A RECORD OF THE. SITE AS IT APPEARS BEFORE DEMOLI110N HAS BEGUN. ~ BAg RATE B,/ACRE) FILTER FABRIC 40
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING 9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE GERMAN MILLET &zo CONSTRUC110N AND ENDING WI1H A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT CITY OF BOILING SPRING LAKES.
~~aW APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER. E9LL
°Zg EROSION CONTROL MAINTENANCE PLAN
°ow RFR PRI I o~ 3. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTO 0 A E OD ~P~S~F~ ~ SSW OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A RAIN GAUGE AND RECORDING THE DAY RYE GRAIN RATE B/ACRE) A 120
"Z~~ ( ) W _ AND AMOUNT OF RAINFALL FOR EACH RAINFALL EVENT.
~~Oa 4. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. BCE, 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
~,"W SEEDING DATES
"o4m 5. CONTRACTOR SHALL COMPLY WITH OSHA 29 CFR. PART 1926 SUBPART P, EXCAVATIONS, 29 STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LATE WINTER AND EARLY SPRING - DECEME <°~P CFR PART 1910.146. PERMIT REQUIRED CONFINED SPACES AND ALL OTHER REGULATIONS. LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO SUMMER -APRIL 15 TO AUG G -DECEMBER 1 TO APRIL 15 MIN. 12" 5 WASHED STONE CLASS 'B' STONE 21L 15 TO AUGUST 15 UPSTREAM SIDE
,~~W MAINTAIN ALL PRACTICES AS DESIGNED. FALL -AUGUST 15 TO DI 3UST 15 TO DECEMBER 30
?oo0 6. CONTRACTOR SHALL ALLOW INGRESS AND EGRESS TO DRIVEWAYS THROUGHOUT PROJECTS. 3. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
ZOO SOIL AMENDMENTS oHv INCHES OF COURSE AGGREGATE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS LOW RECOMMENDATIONS OF SOIL TESTS OI
~ mW TRACKED OUTSIDE OF 1HE PROJECT OMITS SHALL BE IMMEDIATELY REMOVED. FOL SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND 2. , , ' , 2:1 " 24 MAX. 1000 lB/AGRE 10-10-10 FERTILIZER. AT CENTER
0 om 7. CONTRACTOR SHALL SEED AND MULCH OR SOD DISTURBED AREA PER PROJECT AGRICULTURAL LIMESTONE AND 1000 LB/ACRE SPECIF1CAl10NS.
~gNN 4. SEDIMENT WILL BE REMOVED BEHIND THE SILT FENCE WHEN IT BECOMES Q" P AN N SCAPED AREAS TO ORIGINAL SIX INCHES DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS MULCH
Yac;~ 8. CONTRACTOR SHALL CLEAN AND REPAIR ALL AVED D LA D a Z NECESSARY TO MAINTAIN A BARRIER. APPLY 4,000 LB/ACRE STRAW. ANCHOR STR ANCHOR STRAW 8Y TACKING WITH ASPHALT, NETTING
s-" CONDITIONS. OR A MULCH ANCHORING TOOL. A DISK WITF 'a~a H WATERED AND RESEEDED AS USED AS A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE TOOL FILTER FABRIC
~..~W 9. CONTRACTOR IS CAUTIONED THAT LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE. 5. ALL SEEDED AREAS SHALL BE FERTILIZED, MULC ED, ,
~aZ~ CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF ALL UTILITIES NECESSARY TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ~o~ MAINTENANCE
nc~iY`z THROUGHOUT CONSIRUCIION. oo~~? 6. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION REFERTILIZE IF GROWTH IS NOT FULLY ADEQU v°°" CONTROL MEASURES DURING AND AF1ER CONSTRUC110N. ADDI110NAL EROSION CONTROL RESEED, REFERIILIZE AND MULCH IMMEDIAIEL' FULLY ADEQUATE. TOP DRESS WITH LB/ACRE OF NITROGEN IN MARCH. SECTION A - A ;H IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
COOROINAl10 MEASURES MAY BE NECESSARY AS DICTATED BY FIELD CONDITIONS AND NO CHANGE IN
1. ALL WORK IS TO BE IN ACCORDANCE WITH THE STATE OF NOR1H CAROLINA, CITY OF CONTRACT PRICE WILL BE GIVEN. PERMANENT SEEDING SCHEDULE.
SOUTHPORT, OSHA REGULATIONS, AND THE CONTRACT SPECIFICAT10NS.
7. THE CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION SEEDING MIXTURE 4CP
2. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROL MEASURES UNTIL FINAL APPROVAL BY THE ENGINEER. AT WHICH 11ME, THE A L= THE DISTANCE SUCH THAT POINTS B ~~0®' ~ A AND 8 ,ARE OF EQUAL ELEVATION
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, 1HE CONTRACTOR IS CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES. SPECIES RATE B/ACRE1 THE LAYOUT OF 1HE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING CENTIPEDEGRASS 10-2C TO COMPUTE 10-20 LB/ACRE (SEED) OR ~
ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE- 33 BU/ACT 33 BU/ACRE (SPRIGS) /o®,
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUTS . CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY RS. INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASU E SEEDING DALES
IT1PEDE GRASS DURING JULY THE CONTRACTOR SHALL UTILIZE SPRIGGING
3. THE CONTRACTOR SHALL OBTAIN ANO PAY FOR ALL INSPEC110NS, CERIIFICA110NS, MAR -JULY (WHEN USING CENI1PEDE GRASS EQUIPMENT, ETC., THAT MAY BE REQUIRED. SITE NOTES THE CONTRACTOR SHALL PROVIDE TEMPORAR' DE TEMPORARY IRRIGATION). m\
TOR SHALL PLAN ALL WORK WITH THE CITY AND COORDINATE ALL WORK 1. ANY DISCREPANCY IN 1HIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO SOIL AMENDMENTS 4. THE CONTRAC THE OWNER PRIOR TO START OF CONSTRUCTION.
INVOLVING EXISTING WATER LINES. APPLY LIME AND FERTILIZER ACCORDING. TO e ;CORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EASEMENTS AND FERTILIZER. DEMOLITION NOTES. DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
SPRIGGING 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR 3. C I TAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL PLANT SPRIGS IN FURROWS WITH A 1RACTOR• RELOCATE EXISTING SERVICE CONNEC110NS WHEN NECESSARY. ONIRACTOR SHALL MA N H A TRACTOR-DRAWN TRANSPLANTER, OR BROADCAST BY HAND. WHERE THE DAM ABUTS THE CHANNEL BANKS.
BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. HOULD BE 4-6 INCHES DEEP AND FURROWS S DES DEEP AND 2 FEET APART. PLACE SPRIGS ABOUT 2 FEET APART IN 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP
2. COt+I1RACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF OEMOLITION U JECT TO DISTORT10N. THE ROW Vh1TH ONE END AT OR ABOVE GROU ABOVE GROUND LEVEL. OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL
RE UIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS 1MLL BE 4. DO NOT SCALE 11iIS DRAWING AS IT IS A REPRODUC110N ANDS B Q
PERFORMED BY THE CONTRACTOR-AND NO ADDI110NAL PAYMENT WILL BE MADE THEREFORE. MPLEIION OF THE BROADCAST AT RATES SHOWN ABOVE, AND P 5. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON CO AT SPRIGS ARE NO ABOVE, AND PRESS SPRIGS INTO THE TOP Jz-2 INCHES OF SOIL WITH A 4. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK PRIGS ARE NOT BROUGHT BACK TOWARD THE SURFACE. DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
PRO~CT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. DISK SET STRAIGHT SO TH 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING
AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDAT10NS, SLABS, I I "BROOM MULCH 5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
S1EPS, AND STRUCTURES; ABANDONED U11LI11ES, BUILDINGS, PAVEMENTS AND ALL MATERIALS 6. THE CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE CONSTRUCTION L M TS DO NOT MULCH CLEARED AND STRIPPED TO THE EXTENT NECESSARY FOR THE INSTALLATION OF THE NEW CLEAN AT ALL TIMES.
IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON MAINTENANCE
THESE PLANS. 7. CONTRACTOR SHALL MAINTAIN AN "AS-BUILh' SET OF DRAWINGS TO RECORD THE EXACT 11LIZE VERY SPARINGLY-20 LB ACRE NITF S SHALL BE GIVEN TO THE FER / LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. .STONE E DAM DETAIL
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWING CENTIPEDEGRASS CANNOT TOLERATE HIGH PH RATE HIGH PH OR EXCESS FERTILIZER. NTS
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON OWNER UPON COMPLE110N OF THE PROJECT WITH A COPY OF ,THE TRANSMITTAL LETTER TO THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE THE ENGINEER.
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST
TO OWNER. 8. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO
5. ALL MATERIAL CLEARED OR DEMOLISHED BY 1HE CONTRACTOR IN ORDER TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE S SEE NOTE #6)
CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR WITHOUT THE PERMISSION OF THE i
OF OFF-SIZE. OWNER. ~ 12" STAY SPACING AND SHALL BE PROPERLY DISPOSED
TYP MIN. 10 GA. STEEL POST
6. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS GENERAL U1ILITY NOTES TO BE DEMOLISHED. TOP WIRE
1. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING U11LI11ES. IT IS THE ® WOVEN WIRE FENCING AS REQUIRED
7. EXISTING CURB AND GUTTER LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY 1IiE LOCATIONS OF ALL UTILITIES PRIOR TO U ~ z SILT FILTER FABRIC
DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION. CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING v CONSTRUCTION IS THE RESPONSIBLITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE MIN. 12-1/2 GA. o m - INTERMEDIATE WIRES I ~ ~
a 8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS STAKE r7 ~ N / 8~,r
W ~ DITCHES AND O1HER STRUCTURES 1}iAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT1NG FROM ANY DAMAGE TO EXISTING UTILITIES INCLUDING LOSS OF UTILITY REVENUES.
~ RESULT OF CONSTRUC110N SHALL BE REPLACED OR REPAIRED. 1HE CONTRACTOR SHALL CALL 1HE NORTH CAROLINA ONE-CALL CENTER AT 1 [phone] AND ALLOW THE CENTER TO LOCATE EXISTING U1ILITIES BEFORE DIGGING. MIN. 10 GA. , BOTTOM WIRE ~ N °d
N EROSION AND SEDIMENT CONTROL NOTES ii n f
i; 2. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXIST1NG U11LIlIES, SUCH AS 6" MIN. COMPACTED r~'•'~'~'~'~'~'~'~•~•~'••~~'~'•'••r~ SILT 1 STAKE AT ~ , • •'.'.'tl
- , EROSION CONTROL REQUIREMENTS: POLES, CONDUITS, FIBER OP11C CABLES, TELEPHONE CABLES, WATER LINES, ETC. FILL OVER SKIRT* ~ ~ " i.~;.•,•,•,•,•••,•••.•,•:.•.•,•.•.~i
1. PURSUANT TO G.S. 113A-57(2}, THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO 3. ACCESS TO U11LI11ES, -FIRE HYDRANTS SHALL REMAIN UNDISTURBED, UNLESS COORDINATED NO O ANCHOR FABRIC SKIRT w/MIN. 4 EACH CORNER GROUND r ~ BARRIER a ~ LONG WIRE STAPLES ~ 12" O.C. r•~••~••••••••°•••r FENCE r::::::.•.•:.•.•.~.•.•.• .•ri
~ GREATER IRAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER WITH THE RESPECTIVE UTILITY. U1IUTIES THAT SERVICE OFF-SITE PROPERTIES SHALL BE w o
o ADEQUATE EROSION-CONTROL DEVISES OR STRUCTURES. SLOPES LEFT EXPOSED WILL, WITHIN MAINTAINED DURING 1HE CONSIRUC110N .PROCESS BY 1HE CONTRACTOR.
~ 21 CALENDAR DAYS OF COMPLET10N ~ ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE o PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES 4. CONTRACTOR SHALL COORDINATE ANY NECESSARY RELOCATION OF ALL EXISTING OVERHEAD FOR REPAIR OF SILT FENCE ~ i u
u SUFFICIENT TO RESTRAIN EROSION. AND UNDERGROUND UTILITIES WITH THE RESPECTIVE COMPANIES. N FAILURES, USE #57 WASHED A BOX A ii ii STONE IN LIEU OF ~1` q• ~i ~
COMPACTED FILL. (OPENING h. rd r n ii
z 5. ALL PROPOSED UTILITIES TO BE INSTALLED ON SITE SHALL BE INSTALLED UNDERGROUND. a 2. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO
~ RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISNRBED AREAS WITHIN 15 WORKING I 6. MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES ARE AS FOLLOWS. FRONT VIEW :W SIDE VIEW x•°
o GAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWIN COMPLETION OF CONSTRUC110N OR DEVELOPMENT. b e a
$ A. WATER LINES - 18" VERTICAL (WATER OVER SEWER) OR 10' HORIZONTAL
o EROSION CONTROL SEQUENCE: NOTES: SILT BARRIER FENCE SECTION A - A
Q B. STORM SEWERS - 24" VERTICAL i 1. CONTRACTOR TO NOTIFY THE CITY OF BOILING SPRING LAKES, PRIOR TO BEGINNING 1. INSTALL NEW SILT FENCES A5 SHOWN ON ORS iHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. NOTE: FOR CURB INLETS AND DROP INLETS
o CONSTRUCTION. C. ALL OTHER UTILITIES - 24" VERTICAL ,
a 2. POSTS SHALL BE 5 IN LENGTH AND BE OF T U AND BE OF THE SELF FASTENER ANGLE TYPE. FABRIC P INLET PROTECTION DETAIL.
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 7. O.LP. WITH RESTRAINED JOINT ENDS MAY BE SUBS11TUlED WHERE SEPARATION DISTANCES ~ 3. WOVEN WIRE FENCING, WHERE REQUIRED SEE o BETWEEN THE SANITARY SEWER LINE AND WATER LINE OR STORM SEWER CANNOT BE ( IEQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL NTS
~ 3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING AT STAGING AREA(S). MAINTAINED.. PIPE MUST BE LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON BE A MINIMUM OF 32" WIDE AND HAVE A MINI'. HAVE A MINIMUM OF 6 LINE WIRES IMTH 12" STAY SPACING. THE TOP AND 80TTOM WIRES SHALL
a THE CROSSING POINT AND EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF BE 10 GAUGE AND INTERMEDIATE WIRES SHALL WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
i 4. CLEAR SITE, BEGIN GRADING AND EXCAVATION AND PIPE LAYING. CROSSING. THAN ~9 STAPLES 1 1/2" LONG. o: LONG.
°a 4. FILTER FABRIC SHALL BE OF NYLON, POLYESI YLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. ANO A
0 5. INSTALL SEDIMENT AND EROSION/TURBIDIIY MEASURES AS SHOWN, AS CONSTRUC110N i PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS MINIMUM OF 85y FILTERING EFFICIENCY. FABRI( CIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS ANO STABILIZERS..
" DEPICTED ON 1NE PLANS, UP TO 111E CURRENT END OF DISTURBED AREA. 5. IF FABRIC FILTER IS USED WITH A STRENGTH A STRENGTH OF 50 L8./LIN,IN. OR GREATER, grip THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
.o WIRE FENCING IS NOT REQUIRED. OTHERWISE, V L OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 6°.
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PORARY SILT FENCE
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PROJECT MANAGER ORAMiNG SCALE 909 MARKET STREET RELEASED FOR GATE ~ ~ '~I o TCH NOT TO SCALE WILMINGTON NC 28401 = ~ ¢ °
DRAWN BY PROJECT DATE ' APPROVALS _ m SEAL ; . [phone] ~ e 02 k' 9 i3 CITY F C2
BNM, VAR FEB. 2007 BIDDING = ; APPROVED BY PROJECT NUMBER : ,e ° O ~ AILS
Office Locations: °^~~G E°°°° 6012O.OO.WL CONSTRUCTION C N ° ~'e~` ANSMISSI I
lino Geor is ~ ~ REV. N0. DESCRIPTION DATE FlLE NAME. PLOT DATE community infrostrUCture consultants North Caro g q/~~. w .e~
3 23 2009 South Carolina Florida R DWG. f~'~r E~ +~`"t REVISIONS ~ ~ RECD o ~Je,on