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GENERAL CONSTRUCTION NOTES: SYMBOL LEGEND W 0
PROPOSED SEWER
1) ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE 7) THE CONTRACTOR SHALL MAINTAIN SEPERATION BETWEEN SEWER AND WATER _ _ _ - _ = EXISTING STORM SEWER - w
RECORDS AND ARE APPROXIMATE ONLY (HORIZONTAL AND VERTICAL). MAINS AS FOLLOWS: ? EXISTING CATCH BASIN /JUNCTION BOX BEFORE YOU DIG ! Q
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE - - - - - - - - - - EXISTING CONTOUR (MINOR) CALL 1-800-632-4949 ~
BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY USERS 24 HOURS PRIOR A, CROSSING A WATER MAIN OVER A SANITARY SEWER _ EXISTING CONTOUR (MAJOR) N.C. ONE-CALL CENTER w - a ~ ~ ~ ~
TO POSSIBLE INTERRUPTIONS OF SERVICE. ANY UTILITIES DAMAGED DURING WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS UNDER A WATER
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO MAIN, THE SANITARY SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE EXISTING PAVEMENT IT'S THE LAW ! ~
THE OWNER, CONTRACTOR TO NOTIFY N.C. ONE-CALL CENTER AT BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF THE SEWER, UNLESS 1-800-632-4949 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL SEPARATION, IN WHICH UTILITY POLE
IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE CASE BOTH WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS . LIGHT POLE
REQUIRING A DEVIATION FROM THE PLANS. MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS E E UNDERGROUND POWER
~ FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING. off OVERHEAD POWER
a 2) ALL DRIVEWAY PIPES 12 IN DIAMETER OR LESS DISTURBED DURING CONSTRUCTIQN ' - cAS cas - UNDERGROUND GAS LINE ~
~ IN STREETS DESIGNATED AS STATE ROADS SHALL BE REPLACED WITH 15" RCP. B. CROSSING A WATER MAIN UNDER A SANITARY SEWER - Fa Fo - UNDERGROUND FIBER OPTIC LINE ~
ALL DRIVEWAY PIPES OF SUITABLE SIZE DISTURBED DURING CONSTRUCTION SHALL WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, Z r T - UNDERGROUND TELEPHONE SHEET fNDEX W
° BE REINSTALLED BY THE CONTRACTOR. ALL COST OF REINSTALLING EXISTING BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS - N Q ° DRIVEWAY PIPE. REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING MATERIALS AND WITH JOINTS E DIVALENT TO WATER MAIN STANDARDS FOR A o TELEPHONE PEDESTAL ~ (n
N CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF SEWER DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF -
~ MAIN INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED WITH NEW PIPE SHALL WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING. w w EXISTING WATER MAIN W 0 0 INDEX MAP, NOTES & LEGENDS U ~ Z
i BECOME THE PROPERTY OF THE CONTRACTOR. DRIVEWAY PIPES THAT ARE O- EXISTING WATER METER 1 GRAVITY SEWER -STA. 10+00 TO 21+00 Z O W
W DISTURBED OR REPLACED SHALL BE PROVIDED WITH PROPER INLET AND OUTLET C. LATERAL SEPARATION OF SEWERS AND WATER MAINS FIRE HYDRANT 2 GRAVITY SEWER -STA. 21+00 TO 32+00 O ~
°z PROTECTION. ALL COST OF DRIVEWAY PIPE INLET AND OUTLET PROTECTION SHALL SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR - VALVE Z O ~ W
i BE INCLUDED IN THE COST PER LINEAR FOOT OF SEWER MAIN INSTALLATION. PROPOSED WATER MAINS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10' - DITCH OR STREAM 3 GRAVITY SEWER -STA. 32+00 TO 43+00 O = ~ J
LATERAL SEPARATION, IN WHICH CASE THE SANITARY SEWER SHALL BE LAID IN A 3 3) CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL DRIVEWAYS AFTER SEPARATE TRENCH WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT PERMANENT EASEMENT 4 GRAVITY SEWER -STA. 43+00 TO 54+00 0 ~ ~
W CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING - -TCE TCE- TEMPORARY EASEMENT 5 GRAVITY SEWER -STA. 54+00 TO 65+00 - ~
a LEAST 18 ABOVE THE TOP OF THE SEWER WITHIN A HORIZONTAL SEPARATION OF z CONSTRUCTION. ALL WORK DONE WITHIN NCDOT RIGHT-OF-WAY SHALL BE -x x FENCE 6 GRAVITY SEWER -STA. 65+00 TO END Q Q ~ W
~ PERFORMED IN ACCORDANCE WITH APPROVED ENCROACHMENT AGREEMENT. AT LEAST 3. -
~ ¦ EXISTING MAILBOX 7 FORCEMAIN -STA. 10+00 TO 21+00 Q O ~
° 4 CONTRACTOR TO RESET ALL DISTURBED SIGNS, MAIL BOXES, ETC. CONTRACTOR D. A 24 MIN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER i ) TREE LINE 8 FORCEMAIN -STA. 21+00 TO 32+00 LL 0 ~ Z
SHALL RESEED ALL DISTURBED AREAS IN ACCORDANCE WITH SPECIFICATIONS. AND SANITARY SEWER LINES, OR FERROUS PIPE MATERIALS SHALL BE UTILIZED. m 0 9 FORCEMAIN -STA. 32+00 TO 43+00 O W
~ 5 DURING PIPELINE INSTALLATION EXCAVATED MATERIALS PLACED ON THE ADJACENT 9) PROJECT CONTACTS: i ) ° BUSH OR TREE 0 ~
' DAVIDSON WATER INC. 336 731-2341 EX. WATER LINE LOCATES EROSION CONTROL LEGEND 3 STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE SCREENINGS. AT THE ~ ( ) ( ) 10 FORCEMAIN -STA. 43+00 TO 54+00 Z W ~
i END OF EACH DAY, ALL MATERIALS SHALL BE REMOVED AND THE ROADWAY SHALL DAVIDSON CO. PUBLIC WORKS [phone]
v BE THOROUGHLY CLEANED OF ALL SOIL RESIDUE. COST FOR STONE SCREENING 3 0 IRON PIN 11 FORCEMAIN -STA. 54+00 TO 65+00 Z W ~ ~
u, AND ROADWAY CLEANING SHALL BE INCLUDED IN THE LINEAL FOOTAGE PRICE FOR TEMPORARY TYPE 'B' BASIN T SEWER INSTALLATION. CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ~ CONCRETE MONUMENT 12 FORCEMAIN -STA. 65+00 TO 76+00 ~ ~ ~ X
a ° ASPHALT. ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SHALL BE ~ TEMPORARY ROCK CHECK DAM SIGN 13 FORCEMAIN -STA. 76+00 TO 87+00 O W ~ W
x y REPAIRED AT NO ADDITIONAL COST TO THE OWNER. - w & SURVEY TRAVERSE /CONTROL POINT 14 FORCEMAIN -STA. 87+00 TO 98+00 U ~ ~
I o. RIP-RAP INLET PROTECTION BENCHMARK 15 FORCEMAIN -STA. 98+00 TO 109+00 ~ Z
b 6) CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, 16 FORCEMAIN -STA. 109+00 TO 120+00
o OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES.
~ PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE RIP-RAP OUTLET PROTECTION 17 FORCEMAIN -STA. 120+00 TO END Z
~ DESTROYED/REMOVED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH 18 PUMP STATION ACCESS DRIVE Q
° CAROLINA PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. z - TEe - TEMPORARY EARTH. BERM 19 PUMP STATION SITE PLAN & DETAILS
0 o
s CATCH BASIN/YARD INLET PROTECTION a 20 PUMP STATION DETAILS 'ION
o - 21 STANDARD CONSTRUCTION DETAILS
w - sF - TEMPORARY SILT FENCE 22 EROSION CONTROL DETAILS SHEET N0.
V 23 LANDSCAPE PLAN AND DETAILS
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DEMOLITI~ DEMOLITION AND REMOVAL OF EXISTING W~. ~ z
r° EIP WASTEW~ WASTEWATER TREATMENT STRUCTURES ,~'~°dd~~~~ P
THAD & DORTHEA BURKHART ~ ~ 1) FOLLOWING INSTALLATI( SON INSTALLATION OF THE PROPOSED IMPROVEMENTS AND 3) FOLLOWING DEMOLITION/REMOVAL OF ALL STRUCTURES, THE ,,•,,~~''~a,,,,,,,,,a ` a,,,'
DB 449 PG 446 SUCCESSFUL TRANSFER PIN # 6745-02-75-5178 ~ SHALL BE DEMOLISHED JL TRANSFER OF WASTEWATER, THE TREATMENT STRUCTURES CONTRACTOR SHALL BACKFILL THE EXCAVATIONS WITH
DEMOLISHED/ABANDONED AND REMOVED FROM SCHOOL SUITABLE BORROW MATERIAL. COMPACTION SHALL EQUAL OR
' PROPERTY, AS DESCRIE 1 AS DESCRIBED BELOW. EXCEED THE DENSITY OF ADJACENT UNDISTURBED MATERIAL. V ~
' 1 2) THESE STRUCTURES INt THE BACKFILL AREAS SHALL BE SEEDED AND MULCHED IN ZUCTURES INCLUDE THE SEPTIC TANK/DOSING TANK, SURFACE ACCORDANCE WITH THE SPECIFICATIONS. Z Z Z ~
SAND FILTER AND UND ER AND UNDERGROUND PIPING. THE FOLLOWING SPECIFIC _ Z
SSMH #27 ~ REQUIREMENTS FOR EA =NTS FOR EACH STRUCTURE SHALL BE FOLLOWED BY THE Z 4) ALL EQUIPMENT, STRUCTURES AND FENCING INDICATED TO BE ~ Z
STA 66+04.70 ~ CONTRACTOR. OR. REMOVED AND STORED SHALL REMAIN THE PROPERTY OF THE
~ W Q } SCHOOL SYSTEM. CONTRACTOR SHALL NOTIFY THE SCHOOL W W J W
A) SEPTIC TANK/D~ 'TIC TANK/DOSING TANK (5,4001 GAL. THE CONTRACTOR MAINTENANCE DEPARTMENT WHEN ALL EQUIPMENT HAS BEEN Z ~ ~ I
k SHALL PUMP AL ALL PUMP ALL LIQUID WASTE INTO THE NEW SEWER SYSTEM. REMOVED TO ARRANGE FOR PICK-UP/REMOVAL FROM SITE. ~ - L~
66 ~ ALL SOLIDS SHE _ SOLIDS SHALL BE REMOVED AND DISPOSED OF IN AN Q Z Z (n
y~ APPROVED MAN PARCEL 12 DROVED MANNER. THE CONTRACTOR SHALL REMOVE AND STORE 5} DEMOLITION OF EXISTING SEWER SYSTEM WILL NOT TAKE PLACE
~ n ~ THE DOSING BEI ~ ~ ~ \ DAVIDSON COUNTY BOARD THE REMAINING DOSING BELLS}, THE CONTRACTOR SHALL COMPLETELY REMOVE UNTIL FINAL APPROVAL OF THE NEW SEWER SYSTEM HAS BEEN V W Q REMAINING STRUCTURE AND DISPOSE OF OFF-SITE IN AN ISSUED BY NCDENR AND ENGINEER HAS ACCEPTED/APPROVED O
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2 ~ ~ PIN # 6745-04-74-6516 B) SURFACE SAND FACE SAND FILTER (36'x72'x3'f}! THE CONTRACTOR SHALL 6) THE COST TO PERFORM THIS WORK AS DESCRIBED ABOVE ~
G ~ f ~ REMOVE AND S- ~ ~ ~ ~ 4~ v10VE AND STORE THE FILTER DISTRIBUTION PIPING. THE SHALL BE PAID UNDER A LUMP SUM COST ITEM IN THE BID Q Q ~ ~
E ~ CONTRACTOR SF i ~c1 ~ X - TRACTOR SHALL COMPLETELY REMOVE AND DEMOLISH THE SAND PROPOSAL, WITH EXCEPTION TO BORROW MATERIAL WHICH WILL o N - ~
O O ~ s FILTER STRUCTL TER STRUCTURE TO A DEPTH TO ALLOW A MINIMUM OF 36 BE PAID UNDER A SEPERATE ITEM. ~ ~ c~v ~
21J k INCHES OF CLEI O 20" src BED. THE FINA ~HES OF CLEAN SOIL COVER TO BE PLACED OVER THE FILTER ~ a z ~ ~ z THE FINAL GRADES IN THE FILTER BED VICINITY SHALL BE 7) EXISTING CONTROL BUILDING SHALL REMAIN IN PLACE, AND ~ ~ ~ ;
O pl.~ ~ \ ~ SUCH THAT THE CH THAT THERE IS POSITIVE SLOPE ACROSS THE AREA AND THE PROPERTY QF THE DAVIDSON COUNTY SCHOOLS. J Q Z ~ ~
THERE IS A SMt .RE IS A SMOOTH TRANSITION TO THE EXISTING ADJACENT W ~ o ,o rn o
a ~ GRADES. ALL ODES. ALL GRAVEL, SAND, CONCRETE BLOCK, AND OTHER ~ ~ ~ ~ ~ 3
/f cF y. RELATED MATER _ATED MATERIALS ASSOCIATED WITH THE SAND FILTER WHICH ARE ~ _ x 3
~ STONE OUTLET REMOVED SHALL MOVED SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE O ~ _ ~
C,~~'~ PER DETAIL ON ~ ~ CHLORINATOR IN AN APPROVE yc c~, S TANK AN APPROVED DEMOLITION DEBRIS LANDFILL. ~ I
~ SHT 22 \ ~ \ ~ C) RECIRCULATION ;IRCULATION TANK (6,000 GALLONS THE CONTRACTOR SHALL z
1 \ ~ PUMP ALL LIQUI ~e A ~ \ NP ALL LIQUID WASTE INTO THE NEW SEWER SYSTEM. THE
iA ~cp ° 3s" ' A ~ CONTRACTOR SF VTRACTOR SHALL REMOVE AND STORE THE INTERIOR PIPING AND I-
F p ~ F1LT~R FLOAT. THE COh ~ ~ \ ~ BED )AT. THE CONTRACTOR SHALL COMPLETELY REMOVE THE TANK
~ ~ ~ AND DISPOSE 0 ~ \ D DISPOSE OF OFF-SITE IN AN APPROVED CONSTRUCTION DEBRIS Q
oy \ \ ~ „ LANDFILL. ~ \ , JDFILL.
~ ~ ~ i a/~ ~ ~ \ ~ i ~ D) CHLORINATOR T. _ORINATOR TANK STRUCTURE: THE CONTRACTOR SHALL ~
~ i i ~ RECIRCULATION COMPLETELY RE NPLETELY REMOVE THE STRUCTURE, INCLUDING THE TABLET
EX YI ~ ) ~ 1 TANK CHLORINATOR A \ r _ORINATOR AND DISPOSE OF OFF-SITE IN AN APPROVED
T P-775 86 ~ / o _ ~ s~ ~ ~ CONSTRUCTION INV 773.75 sy / VSTRUCTION DEBRIS LANDFILL. ~
/ a
E) EXISTING UNDER STING UNDERGROUND PIPING: THE CONTRACTOR SHALL REMOVE
oy ~ SfPT/C/DOSING TANK CONTROL AND DISPOSE 0 x ~ xQ TOP-768,58 1 BUILDING SAND FILTER Ah ~ DISPOSE OF ALL EXISTING UNDERGROUND PIPING BETWEEN THE dD FILTER AND PROPOSED MH #28. ALL OTHER UNDERGROUND
1 STORY INV-786.73 PIPING ENCOUNI ING ENCOUNTERED DURING DEMOLITION SHALL BE CUT AND rn o a Q Q ~ ~
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TOWER GYM STA 68+97.57 o ~ U Z
x / BUILT OVER F) EXISTING FENCIP STING FENCING: CONTRACTOR SHALL REMOVE AND STORE THE o ~
/ EX. SEWER EXISTING FENCI~ STING FENCING AROUND THE SAND FILTER. ANY/ALL FENCING o Q o
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CITY OF LEXINGTON II Q ~ ~ ~
DB 415 PG 74 II
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II EXISTING PIPELINE TO REMAIN CI)
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REVOCABLE TRUST INV,-627.49 DB 1898 PG 965 , N.T.S. o a
PIN # 6735-04-61-0806
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TYP. I COUPLING, TYP. a a . I d a / - ~ \ C7 Z
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° ° I ~ I I I S.S. PUMP ~ ~ I _°:~:~:ll \ ` ~ Z Z
a ~ I I I HOIST l II II ~:R: I
„ 0 , , • + i 6 PUMP DISCHARGE ° ° 24 DIA. RING III FM o° AND COVER I I 1 I I 1 W Q} IIII II IIII ~ llll II ''R'Il ~ W ~ W
III a o IIII II III ~ ~ llll II IIII ~ ~ W Z ~ ]
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6" LR I ~ a a i - _ - ~ 1'. I O N N ~ ~ \ / ~ r O
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TYP. PIER, TYP. I I ~ ~ \ ~ ~ ~ ~ i ~ Via' ~ ~ ~ ao „ ~
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Q' Q 48"x72" ALUM. ~ ~ _ _ _ _ ~ ~ ~ a ~ o ~ ~ v 3
8' DIA. PRECAST ACCESS HATCH ° ' ~ " a 3
BEGIN PUMP S A ION PRECAST WET-WELL . TT a a (300 PSF) a ~ ~ _ ~
UNIT PRICES LUMP SUM VALVE VAULT
PRECAST WET-WELL BASE
Z
NOTE;
SOME ITEMS NOT SHOWN IN ALL SECTIONAL PLAN PLAN ~
. VIEWS FOR CLARITY 1/2 =1 -0
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S.S.
PUMP a
HOIST ' a
PORTABLE S.S. PUMP HOIST WITH S.S. P ~°Q
° CABLE AND ADJUSTABLE BOOM TO INSURE o~ oomm~~Z = Z W N ~
EACH PUMP CAN BE LIFTED STRAIGHT UP LADDER FROM IT'S SEATED POSITION. MINIMUM Q w ~ U Z
EXTENSION, TYP. CAPACITY SHALL BE 1500 LBS. ~ BLIND ° a
FLANGE U ° o }
PRECAST CONC. VAULT w Z Z Y W W
SUITABLE FOR H-20 S.S. PLATE ~
WHEEL LOADS „ 4 -6 ~a THICKNESS ~ o o ~ v
ABOVE 4 @ 8" O.C. VALVE Z ~'a~ DIA. B ~ a^ <
# V GRADE E.W. E.F. AULT S.S. U-BOLT 1'-6"t m ~ `'e YOKE WALL FLANGE
„ 6" COMPACTED
12 ABC STONE 6" PLUG - w/ ~4' DIA. s.s.
TO TOP - 708,50 SLOPE MANHOLE VALVE r ~ ~ ANCHOR BOLTS Z
DRAIN OPENING HATCH OPENING ~ MANHOLE HATCH OPENING OPENING ~ . . ~ 2.. ~ ® ~ 2" S.S. PIPE o a- F
~ ~ w ~ ~ ~
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CONNECTION, F 2„ ~ a WETWELL o
SEE DETAIL ~ S.S. GUIDERAIL i ~ 8"x6" TEE ~ B
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~ ~ ~ LADDER W ~ w / o z = w EXTENSION a ~ - o
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BALL VALVE II 12 ~ NOT TO SCALE ~
MIN. ALUMINUM LADDER
W/LADDER EXTENSION 6" 90' o
,:r:~ 6" PUMP DISCHARGE BEND
>r~;.,:I::A,~ ~ B Y-PAS 3Y-PASS PUMP CONNECTION ~
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m 0 Z
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4" SCH. 40 PVC @ 2.0% - - - - - NOTES: U ~
w ~ ~ Z ~ O J
° ~ ELEV. 691.36 8" INVERT IN ~ 4" DRAIN EL - 699f = 1. ALL PIPING INSIDE PUMP STATION AND VALVE VAULT, INCLUDING BETWEEN Z ~ Q Q
a U sm + W/TRAP cn oQ - ELEV. 691.00 HIGH WATER ALARM STRUCTURES, SHALL BE FLANGED DUCTILE IRON PIPE. O ~ _ ~
U OI ~ ~ ~ - _ARM 2. WET-WELL BASE SHALL HAVE A MINIMUM 8" BASE PROJECTION. CONTRACTOR / ~ ~ ~ 0
3 ~O V ~ PRE-CAST SUPPLIER SHALL PROVIDE BOUYANCY CALCULATIONS FOR WET-WELL
Vl ~ v J_ (Factor of Safety 1.5). ~ W Z
Q F W Q ~ Q ~
° a ~ 3, ALL FASTENERS, HANGERS, SUPPORTS, CHAINS, CABLES, GUIDERAILS, BRACKETS, ETC. D ~ ~
I S.S. PIPE SUPPORT, LOCATED WITHIN THE WET-WELL OR VALVE VAULT EXPOSED TO WASTEWATER SHALL
m ~ (TYP.) - 2 PER PIPE BE STAINLESS STEEL, TYPE 316. O ~ ~ Q
i ALUMINUM LADDERS SUPPLIED FOR VALVE VAULT & ELEV. 688.00 LAG PUMP ON ~ 'Q ~ 4. EXACT PLACEMENT OF ACCESS OPENINGS, INCLUDING HATCH SIZES, PUMPS, RAILS,
3 WET-WELL SHALL BE OF WELDED CONSTRUCTION. HOIST, ETC. SHALL BE DETERMINED BY THE CONTRACTOR THROUGH COORDINATION ~ W Z ~
i v RUNGS SHALL BE OF THE SLIP RESISTANT RIBBED WITH THE RESPECTIVE EQUIPMENT SUPPLIERS. Z W ~ ~
a DESIGN WITH A WIDTH OF 16" AND SPACED AT 12" 6"x4" ECC. v
O.C. LADDERS SHALL BE EQUIPPED WITH AN REDUCER T 5, ALL EXPOSED CONCRETE EDGES (PRECAST OR CAST-IN-PLACE) SHALL HAVE A ~ ~ X ~
o ALUMINUM LADDER EXTENSION WHICH EXTENDS A 1" CHAMFER. ~ W ~
MINIMUM OF 37" ABOVE THE TOP OF THE LADDER. - ELEV. 686.00 LEAD PUMP ON x w I U ~
I rn 6, ALL ACCESS HATCHES SHALL BE PROVIDED WITH PADLOCK HASP/MECHANISM FOR Q USE WITH OWNER SUPPLIED LOCK. ~
° ELEV. 685.00 ALL PUMPS OFF FF _
~ 8 Z
z MIN.
° "";r'~' ELEV. 684.00 LOW WATER ALARM U i.> ,LARM Q
BOTTOM ELEV. 683.50 Z II GENERAL PUMP SPECJF/CA TONS
0 12 0
a 000000000000000 000000000000000 FLOW: 200 GPM
~ 0000000000 8 WASHED STONE 0000000000 ~ ..IIQM~OIIQ(.~.._...._...._._ _ ..000000 0 TOTAL DYNAMIC HEAD (TDH): 122 FT
~ iiir~l!i`_;';' =~'ll..~l '=111 Ill~m~ ir~i~=ijih;Iji,_~~i~,-t~~l+ ~ '=ill ~IIII i I STATIC HEAD: 101 FT
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Q OF 25
0 © 2008 Davis-Martin Powell & Associates, Inc

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5 max F N ~ ~
RING AND COVER SHALL BE USF 669-KL OR APPROVED EQUAL RING AND COVER SHALL BE USF bank height- - - Stream channel ` ~ ~ _ - - - - - - - v P~'
W/STANDARD LETTERING 669-KL OR APPROVED EQUAL - ~ ° ' ~ t i - Surface flow : ~ o J d~ ~
2", 4" "SANITARY SEWER'S W/STANDARD LETTERING . o o° ~ i1 diversion - Q N ~ z Q
or 6" "SANITARY SEWER"
- Stone a roach sec 'o r ,~~~'•~N d clay shall have a / pp tl n ~'°'r~na~vai~t~
PRE-CAST GRADE RING, AS Anti-seep collars may be constructed with class B concrete ar compacted clay, The compacted clay shall have a 00 ~ RE UIRED MAX. OF 19" _ specific discharge of 1 X 10-Scm/sec or less. The following specifications apply to class B concrete: Q ~ - - - mete: Stone over 5:1 max, slope on road
C filter cloth
° a, Minimum cement content, sacks er cubic and with rounded course a re ate S.0 ° P Y 99 9 Surface flow V Vr
_ _ _ b. Minimum [ement [ontent, sacks per cubic yard with angular course aggregate S.S I -I I ~I ~ - ° c. Mazimumwoter-cement ratio allons er sa[k 6,8 9 P diversion ~ Z
I ~ , d, Slump range 2" to 4" Original streambank Z z Z V'
d e. Minimum strength - 28 day psi 2,500 9;
' J ~ Z Z
' STEPS TO BE 16" O.C., ~ J ° 4 DIA. STANDARD r ¢ LOCATED ON DOWNSTREAM PRECAST MANHOLE ~ u' Stone Permanent access (n W Q W
SIDE OF MANHOLE ~ w Filter cloth L~.J W J
a. ° ~ cn e °a W CY i ~ ~ Z ~ ~
MH STEPS w ~ ~ 16" O.C. MAX. Z z Z Q ~ p ~ CONSTRUCTION SPECIFICAl10N - Z Z (n
° ~¢J coHUZErEOR 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM. W Q
g z Z 161NDES (DIAMETER YARIESI COMPACTED CLAY O
~~O ° O U 121H[HES !INCHES 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM.
a ' I W Z~ W LINE UNSTABLE STREAM BANKS WITH RIPRAP OR OTHERWISE APPROPRIATELY STABILIZE THEM.
4 -0 ~ or 5 -0 0 AIR RELEASE w ~ 3. KEEP STREAM CROSSING AT RIGHT ANGLES TO THE STREAM FLOW. THIS IS PARTICULARLY IMPORTANT WHEN
° AND/OR ~ z ~ \ CULVERTS ARE USED. Q Q ~ ~
VACUUM VALVE w ¢ ~ rtxDEs ° ° ~~z U ON
Z ~ ¢ TRENLH WpTN 4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FT. RAISE ~ ~ N ~ ~ ~ BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 FT. ABOVE ADJOINING APPROACH SECTIONS TO PREVENT Y
61H[IES 6 LADES 6 NCNES TRI 6~xHES TRERDI WIDTH 6NIOIES EROSION FROM SURFACE RUNOFF AND TO ALLOW FLOWS TO PASS AROUND STRUCTURE. ~ ~ Z ~ ~ z
8. ° 5. STABLIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP ~ ~ ~ 00 ^ OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE INPLACE SOIL (TABLE 8.05A, LLI ° Z D ~ °
° BALL a SECTION TAPPING VALVE PLAN APPENDIX 8.05). ~ ~ ~ ~ ~ 3
SADDLE ° ° MH Top PROP. PIPELINE
' . ° 6. SEE PLAN FOR MINIMUM DEPTH OF STONE. ~ ~ Q ~
Butyl Rubber ~ _
' ~ Q ANTI-SEEP COLLAR DETAIL d °d IETAIL 7. TOP OF STONE SHOULD BE FLUSH WITH ORIGINAL STREAM BOTTOM. ~ j /1 Z '
° N.T.S. MH Base ~ ° ° ~ i
Q. ° °
N.T.S. ' n
0 0 0 MAINTENANCE ~ i
aooooo0 000000 INSPECT STREAM CROSSING AFTER RUNOFF-PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION Q
00 00 0 ° OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. ~
° ° d~ -
6°x6" DRAIN W/ 0.5 CY STONE
° WRAP WITH GEOTEXTILE FABRIC .a ° FORD TYPE STREAM CROSSING p > j
Q
° AIR VALVE DETAIL °
INVERT N.T.S.
, . 8" WASHED STONE
° PoQQ Wa
)a~0a~0a~0o 00~00~00~00~00~00~o0~aC „ SAW-CUT EX. ~o N m m o z 1,5 OVERLAY (NOTE 1) PAVEMENT ASPHALT (NOTE 2) ° ~ z I
SAW-CUT ~ EX ASPHALT (NOTE 2) o Q
PA CEMENT U o o } ,
STANDARD PRECAST MANHOLE w i z
N.T.S, oaoaoaaaaaaaaaaaaoaaa0a°a° Z 0 0 0 0 0 0 o a o o c o 0 0 0 0 0 0 o a o o a a o 0 o D o c W U Y W W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 o a o 0 0 0 0 7 W ~ U J > 0000000000 o0o0a0a0o0~ o00000oooo0a0ooo0a0aoooo 00 ~ Q W Cr S U ~
8" MASONRY PLUG a o a a o o c o 0 0 0 0 0 0 0 0 6~~ I 6" ABC a- U~~ 0000o0o0a0o0o000000000000000000
EACH END OF o a o o a o 0 0 o a o 0 0 0 0 0 5" BINDER ~
ENCASEMENT PIPE, W/2" DIA. WEEP HOLE S.S. OR PLASTIC SPIDER
ON LOWER END ASSEMBLY TWO PER LENGTH OF 12" 6" B25.OB COMPACTED m ~ BACKFILL BLACK BASE ~ "
PIPE MINIMUM ADEQUATELY . 'NOMINAL
DESIGNED TO MAINTAIN PROPER 4000 PSI AIR-ENTRAINED CONCRETE GRADE & ALIGNMENT INDICATED ' • . 12~~ •DIA ;12".. z z
EX. ASPHALT ON PLANS • NOMINAL 0 0 " DIA` COMPACTED ~ ~
6"X6" WWF 12 12 ~ BACKFILL ~ > ~ w
6, EXPANSION JOINT ~~Q- ~ ~
~ x-z x-x-x x-x EX. CONC. DRIVE GP Q~Q w ~ ' o ~ J
r\ r\ r\// / / ~ I
~i\ /~\/\\\i\ \\\\\\r\\\.~\\~\~/ Z "ROADWAY" "DRIVEWAYS" o
SMOOTH WELDED STEEL TUBULAR STEEL
6" ABC STONE COMPACTED BACKFILL ENCASEMENT PIPE 6"X 6" PRESSOR GATE, TYPE OF 2 E 12'-0" STANDARD PAVEMENT REPAIR DETAILS W ' Qo I
SIZE & THICKNESS AS TREATED POSTS INDICATED ON THE PLANS o~ N.T.S.
CONCRETE DRIVEWAY REPAIR DETAIL
N.T.S. TYPICAL ENCASEMENT PIPE SECTION 1. OVERLAY SHALL BE S9.SA, OVERLAY LENGTH SHALL BE EQUAL ~ N ~ ~
N.T.S. TO PAVEMENT WIDTH FOR PERPENDICULAR CROSSINGS, OR AS
46" SHOWN ON THE PLANS. INSTALL OVERLAY ONLY WERE NOTED ON ~ THE PLANS. J
° 2. 21A STONE SHALL BE MAINTAINED LEVEL WITH ROADWAY UNTIL Q
r ASPHALT 15 PLACED. ASPHALT SHALL BE S9.5A, THICKNESS
a~ I ~ -"~~III=111 ; :1=111=111~IT III=~~'-- -'11=111mlll=III=III ~ '-IIL~ITi=- EQUAL TO 1.5~EXISTING PAVEMENT THICKNESS (2" MIN.). W
o ° , I i~im~- ~Tn 3. BINDER SHALL BE TYPE 19.06 ~
o ~ ` N
o UNPAVED AREAS r,~ ~~CONCRETE ENCASEMENT 4. STONE BACKFILL SHALL BE COMPACTED TO 95% AND PLACED IN O
VALVE BOX COVER CONCRETE ENCASEMENT R 0 W ACCESS GATE DETAIL E DETAIL : 6-12" LIFTS. ~ •
° AT 3000 P.SI. NTs a 5. ALL PREPARATION, MATERIALS & METHODS SHALL BE IN ~ ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS, Z i
~ ~ Z i ~ NOTES; LATEST REVISION. V Z 0
~ TYPICAL FINISHED GRADE ~ ~ cv ~ TYPICAL FINISHED GRADE zow~
~ IN PAVED AREAS _ ~ ~ IN UNPAVED AREAS 1. HINGES SHALL ALLOW GATE TO OPERATE IN EITHER DIRECTION, o N IZ
I _ _ _ _ _ _ _ _ r ~ 2, TUBULAR STEEL GATE SHOWN SHALL BE INSTALLED IN AGRICULTURAL/FARM TYPE ~ a . _ _ _ _ _ - CROSSINGS (BARBED, HOG, WOVEN WIRES, ETC.). AT FENCE CROSSINGS WHICH AR JRAL/FARM TYPE FENCE ~ O W Z 1SSINGS WHICH ARE z
' ° • ~ -III-III-III-III-III-III-III- CHAIN-LINK, CHAIN-LINK GATES (12' OPENING) SHALL BE PROVIDED AND INSTALLE )ED AND INSTALLED, UNDISTURBED ~ _ >
. III-III-1 I I-III-III-III-1 I ~ TRENCH EARTH CONCRETE THRUST BLOCK SCHEDULE ~ U O (n MASTER) TO SECURE WOni 12' PIPE BEND Q (n
3 3. CONTRACTOR SHALL PROVIDE CHAIN AND LOCK {KEYED TO CITY MASTER) TO SECL ~ GATES. (VARIES) CLASS A 90' (TEE) 45' ~ 22 ~1/! 11 1/4'
vi . . ' ~ BASE COURSE ' ` ' ; ~ : .
w • . k: . 3000 PSI INCHES H L H L H L H L W 4S' CONCRETE 2" .75' 1.5' .50' 1.0' ,50' .75' .50' .50' Q Q ~ Q
o Q~ ~ (PAVED AREAS ~ • , i = 4" 1.5' 3.0' 1.0' 2.5' 1.0' 1.5' 1.0' 1.0' ~ ~ ~ Z
12" THICKNESS !-2 ~ ~ ~ ~ ~ TAMPED I ..,..:o; ' BACKFILL , . • f,l j N ~ 6" 2.0' 4.0' 1.5' 3.5' 1.0' 3.0' 1.D' 1.5' ~ Q W Q
m NOR HB BITUMINOUS I ; , ~ ~ a~ o CONCRETE MAY 8E USED • . h.'. • ` . ' • ~ • = x ' ' ~ ~ a 8" 2.5' S.0' 2.5' 4.0' 1.5' 3.5' 1.0' 2.5' W
o i ' ~a0~~ a • • • ~ ~ , 10" ' 3.0' 6.5' 2.5' S.0' 2.0' 4.0' 1.D' 3.0' O Q ~ O
~ ~ ~ ' . PAVED AREAS SEWER ' ~ UNPAVED AREAS VALVE BOX . 12" THICKNESS I9.OB ~ oa ° p~ . CONCRETE ENCASEMENT ~ ; ~ 12" 3.5' 8.0' 3.0' 5.0' 2.5' S.0' 1.5' 3.5' ~ Z
• ~ ' ' e°'` ~ a , . AT 3000 P.S,I. ~i~~ TYPICAL SECTION ~ LU ~ ~ FOR DESIGN PRESSURE UP TO 200 PSI L U
i; ~ • CONCRETE OR TEE OR BEND z
n' i i,/ NOTE TD CONTRACTOR. , . . ~ : _ WASHED STONE SIZE SCHEDULE ~ x ~ ~
o VALVE BOX SHOULD NOT - % o ' (AS DIRECTED BY ENGINEER) ~ W W ~
. VALVE BOX COVER ~ ~ ~ HAND TAMPED I X CONTACT MAIN OR VALVE. ;VALVE \ w TO BE LABELED WATER OR ; ~ UNDISTURBED i~~ 'i;'; tp EARTH Z
( HAND TAMPED o I °SEWER" AS APPROPRIATE `T,~~ I - ;A~.~ z ~ CLASS A UNDISTURBED W
~ MAIN i MAIN o ' > 1 2L 1 2L 3000 PSI EARTH ~ 0 I ~ CONCRETE ~r ~
o ~ PLAN VIEW '%~,~y .
~
~ TAMPED ~ / . , . • z z BLOCKING - o
o BACKFILL 1. ONL Y MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. ~ o CRUSHED ~ CRUSHED ~ Z CRUSHED ~ W JOINT RESTRAINT CLASS A Q I
Z. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH - STONE - ~ a STONE STONE m ~ TIPCIAL 3000 PSI
SECTION VIEW ~ DI PIPE 0 TO 12 PVC PIPE 0 TO 12 ~ IS NO GREATER THAN 5 (ft) FROM THE SURFACE USING A DI PIPE - 12' TO 16' a PVC PIPE - 12' TO 20' CONCRETE ~
~ MANUFACTURER APPROVED EXTENSION KlT. ~ w DI PIPE - > 16' ~ ~ ~ UNDISTURBED
EARTH SHEET N0.
3• PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS cl enl _ Trr GI enl _ Brun
PIPE BEDDING DETAIL
= STANDARD VALVE BOX INSTALLATION TYPICAL THRUST BLOCKING 2
N.T.S. N.T.S.
~ N.T.S.
OF 25 D-

°`jilllllltll Pl~I
(Note.' This defoil modified from Cify of Greensboro Std 21.3) ESTABLISHING VEGETATION : ~ ~ v P~' 6-
CLASS 1 OR B VARIES (SEE PLAN) EROSION CONTROL ~ ~ 2' MIN, 1O' MP THE WORK INCLUDES SEEDBED PREPARA110N, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL DISTURBED AREAS. ~ ~ oa ~ '
STONE ° ~ ~ NOTE: 10 MIN. LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM = Q ~ Q ~ ~ z Q ~ ~ OXIDE, ; U ~ W ~
q'f ~ ~ POST 3 W 10x10 DEWATERING FERTILIZER SHALL BE STANDARD COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS, ALL FERTILIZER SHALL BE W ~ N = ?
° ° ~ A STRUCTURAL STONE SHALL BE oo~C ~ L Oo d p (CLA55 "B" STONE FOR EROSION SILT-FENCE d 8a~ 8 d 8 8 ~ 8 SILT-FENCE d ~ ~ ~ ~ ~ BASIN ~ 2:1 SIDE SLOPE DELIVERED IN BAGS BEARING THE MANUFACTURERS NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE ~ add Q'~; -I ~ ~ WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER WHICH WILL d'~N
° ° CONTROL PURPOSES. ~ r ~ T ~ j---I TOP OF BANK NOT ALLOW IT TD HARDEN OR DESTROY ITS EFFECTIVENESS. I
J---~ SEDIMENT CONTROL STONE SHALL BE ~ ~ % GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL CONSIDERAl10NS. PURITY OF ~f,11j111°'jt°~
FII,TER FABRIC N0. 5 OR N0. 57 STONE. - - i - ! ` _ _ SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY-FIVE
CROSS SECTION TEMP. CMP TEMP. CMP PERCENT. THE SEED LABEL SHALL BE A "CERTIFIED SEED" LABEL.
1,5 Et. 0 0 0 min TOP VIEW O ~ MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND O11iER SUITABLE AND APPROVED MATERIAL. r , ~ I PREPARATION OF SEEDBED ~ Z
SILT-FENCE ~ STREAM O O THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE PREPARED BY MEANS OF Z
FLOW DISKING TO A MINIMUM DEPTH OF THREE INCHES. DISKING AND CROSS-DISKING, HARROWING, OR OTHER APPROVED ~ Z Z METHODS OF PREPARATION, SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED THREE-INCH DEEP - Z
0 0 g• 0 0 0 0 SILT-FENCE SILT-FENCE oaooo 0000 ~,SFT. 0 0 0 SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE 501E ~ Z ~ IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL BE APPROVED r ~
000000 00000 MIN, TOB TOB PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERAl10N, LIME AND FERTILIZER SHALL BE BROADCAST v, W ~ W
000000 00000 FL 2 ~X 0 0 0 FILTER FABRIC 0 0 0 0 0 0 0 A, ~w 1.0 FT. ~ ~ O 'NTH AN APPROVED SPREADER OVER THE SEEDBEDS IN ACCORDANCE WITH THE APPROPRIATE SCHEDULE. W W J AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER, THE MIXTURE OF GRASS SEED, AS ~ z ~ ~ i
n 0000 ~o - ~ - - - SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED ' - - - - INTO THE 501E TO A DEP1N OF APPROXIMATELY ONE-HALF INCH AND THEN COMPACTED BY MEANS OF A CULIIPACKER ~ ~ Q
SEDIMENT CONTROL STONE STRUCTURAL STONE 1.5 ROLLER OR OTHER APPROVED EQUIPMENT. ` , W Z
• MIN, PROPOSED-= 1' THICK 4 ESTABLISHING TEMPORARY VEGETATION V if
STONE SECTION SANDBAGS PIPE WASHED S ONE THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE ~l
CROSS SECTION FRONT VIEW 1NAN 30 WORKING DAYS BUT LESS THAN ONE YEAR SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS O AND THE FOLLOWING APPROPRIATE TEMPORARY SEEDING SCHEDULE. TEMPORARY SEEDING SCHEDULES FOR THE
PIEDMONT AREA5 ARE AS FOLLOWS:
TEMPORARY ROCK CHECK DAM APPLICATION RATES (LB/AC) V J I
NOTE: TO BE RSTALLED IN CHANNEL DURIlVG LIMITS OF CONSTRUCTION AS SHOWI RECOMMENDED SPECIES SEED 10-10-10 AGRICULTURAL ON AS SHOWN ON PLANS-- SEEDING DATES FERTILIZER LIMESTONE 00
CULVERT INSTALLATION. AFTER PIPE INSTALLATION TEMPORARY STONE OUTLET IS COMPLETE, 1TTBdZE STONE AS PIPE OUTLET JAN 1 -MAY 1 RYEGRAIN ANNUAL 120 750 2000 p N - ~ F
srAS>isi;ATTOx. N. T, S. LESPEDEZA {KOBE) 50 ~ ~ N ~ ~ O MAY 1 -AUG 15 GERMAN MILLET 40 750 2000 ~ ~ ~ v
AUG 15 -DEC 30 RYEGRAIN 120 10D0 2000 ~ Q z .p c0 Z
CONSTRUCTION 1. Place stone to the lines and dimensions shown in the plan on a filter fabric RIP-RAP PLACED ESTABLISHING PERMANENT VEGETATION ~ ~ ~
SPECD'ICATIONS ioundation, AROUND PIPE INLET POLYETHYLENE FABRIC TOP OF BANK THE PERMANENT 5EEDING OF DENUDED AREAS SHALL BE PERFORMED WIININ 15 WORKING DAYS OR 9D CALENDAR ~ ~ I- ~ ^ ~ DAYS AFTER FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFCATIONS AND THE w ° Z ~
ON FACE (8 MIL. THICK) 2. Keep the center stone section at least 9 inches below natrual ground level SEDIMENT CONTROL 2 MIN. CLASS B FILTER STONE FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE. ~ ~ ~ ~ v ~ LOW MAINTENANCE AREAS ARE MOWED INFREQUENTLY OR NOT AT ALL AND DO NOT RECEIVE LIME AND FERTILIZER ON ~ 3
where the dam abuts the channel banks. STONE RIP RAP z Q ~ 0 A REGULAR BASIS. SUCH AREAS MAY INCLUDE STEEP SLOPES, STREAM OR CHANNEL BANKS, AND UTILITY LO = x ~
3, Extend stone at least 1.5 it beyond the ditch banks to keep overflow water ~ ~ 0 0 0 EASEMENTS. O U Q III O O APPLICATION RATES (LB/AC) ~p = LL
from undercutting the dam as it re-enters the channel. STREAM 0 ~ 0 0 ~ ~ Q, , SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES
~ z 0 d 0 - FLOW N , _ 4, Set spacing between dams to assure that the elevation at the top of the lower = ~ ~ ~ p r? PIPE L~ ,~q 0 , ~ t TALL FESCUE 80 100 ~ ~ ~ SERICEA LESPEDEZA 2D 30 (USE ONLY UNSCARIFIED SEED.AFTER AUG 15)
dam is the same as the toe elevation of the upper dam, ~ 0 ~ ~ Ali 0 PIPE - 'i'~~ 0 0 0 ,r• 18° KOBE LESPEDEZA 10 1D
MIN, 5. Protect the channel downstream from the lowest check dam, considering that ~ 0 ~ '~;f 0 PROP. ~t z Q EX. INV. 10-1D-10 FERTILIZER 1000 1000 - PROP. TEMPORARY AGRICULTURAL LIMESTONE 4000 4000 ~
water will flow over and around the dam. 0 0 0 0 ~ SEWER CREEK 10 MIN. PIPE SEWER STONE DAM
8. Make sure that the channel reach above the most upstream dam is stable. H MIN. PIPE ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED A5 FOLLOWS:
SANDBAGS 7. Ensure that the channel appurtenances, such as culvert entrances below check APPLICAl10N RATES (LB/AC) Q HULLED GERMAN MILLET RYEGRAIN
dams, are not subject to damage or blockage from displaced stones, SECTION PLAN SYNTHETIC FILTER - BERMUDAGRASS
E TI N A-A NOTES FABRIC IdAINT'ENANCE Inspect check dams and channels for damage alter each runoff event, FEB 15 -MAR 21 40 ~ MAR 21 -MAY 1 15 40
Anticipate submergence and deposition above the check dam and erosion from 1, STRUCTURAL STONE SHALL BE CLASS "B" STONE AND SHALL BE PAID FOR AT THE CONTRACT MAY 1 -JUNE 15 15 10 v , JUNE 15 -AUG 15 10
high flows around the edges of the dam. Correct all damage immediately. If UNIT PRICE PER TON. NOTES.' , AUG 15 - OCT 25 40
significant erosion occurs between dams, install a protective rip rap liner in that 2. SEDIMENT CONTROL STONE SHALL BE N0. 5 OR N0. 57 STONE AND SHALL BE PAID FOR AT 1) EROSION STONE TO BE "CLASS RIP-RAP UNLESS DESIG portion of the channel. THE CONTRACT UNIT PRICE PER TON. 2 KEY SANDBAGS & FILTER FABRIC INTO CREEKBANKS AND JNLESS DESIGNATED DIFFERENTL V ON PLAN. OCT 25 -FEB 15 40
KBANKS AND INI/ERTS WHEN PDSSIBLE USE OR IR QUIRECMAINTENANCE TO AN AESTHETICLSTANDARDANSUCH ARIEAS MAY NCLUOE ATHLEI1CRFELDSIVHOME N5E
Remove sediment accumulated behind the dams as needed to prevent damage 3. TOP OF BERM SHALL BE A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR DIVERSION POINT. 3) CONI/ERT TO PERMANENT CHANNEL STABILIZATION AFTER to channel vegetation, allow the channel to drain through the stone check dam, 4. A TOTAL SEDIMENT TRAP VOLUME OF 18001 CUBIC FEET PER ACRE OF DISTURBED AREA 4 BACKFILL Ol/ER PIPE TO BE OF NON-ERODIBLE MATERIAL ATION AFTER UTILITY LINE /S INSTALLED. LAWNS, PARKS, SCHOOLS, CHURCHES, AND RECREAl10NAL AREAS. APPLICATION RATES (LB/AC) ALE MATERIAL ROCK OR STONED. SEEDING MIXTURE: FEB 1 -MAR 31 MAR 31 -AUG 20
SHOULD BE PROVIDED. and prevent large flows from carrying sediment over the dam, Add stones to AUG 20 - OCT 25 AUG 20 -FEB 1 p, o Q Q w Q
dam as needed to maintain design height and cross section. BLEND OF 3 OR MORE TURF-TYPE TALL FESCUES 200-250 I,
RIP-RAP DONUT INLET PROTECTION KOBE LESPEDEZA 3D ° m m o Z 10-10-10 FERTILIZER 1000 1000
N. T, S. AGRICULTURAL LIMESTONE 4000 4DOD o w Z
STANDARD SEDIMENTATION CONTROL F ;ONTROL FOR CROSSING NITROGEN(TO BE APPLIED AUG 20-FEB 1 ONLY) 40 ° Q II
„ DRAINAGE DITCHES OR STREAMS DUR MULCHING F- W ° W !FANS DURING CONST° POUNDSSPERLACRE TOAALLRSEEDEDAREAS RMULCH SHALL BESAPPLED UNIFORMLY WIINOUTECLUMPS OR BUNCHES OF ~ w ~ ~ ~ ~ >
1. DRIVE STEEL POST 24 INTO GROUND AND EXCAVATE A 6 X 6 TRENCH PIPE OUTLET TO FLAT AREA - UPHILL ALONG THE LINE OF POSTS. MAX. 8' BETWEEN POSTS.
MATERIAL, MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY ON THE SAME WORKING DAY ~ Q w ~ = u ~ THAT THE SELECTED AREA IS SEEDED. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING BY CRIMPING a. ° ° ° U cn rn
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE NO WELL-DEFINED CHANNEL FENCE 6" INTO THE EXCAVATED TRENCH. W1TH A MULCH ANCHORING TOOL. ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT WILL NOT COVER THE MULCH. } E E
3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE METAL POSTS ~4, MAX ---I RUCTIOP RUCTION SPECIFICATIONS m J J
BOTTOM DF THE FABRIC 6 INTO THE TRENCH, 2.0' 1NT0 GROUND ado A A 4. BAC FIL T THE SOIL FIRMLY 0 A C OR MAINTENANCE AND RESEEDING ~ ~ THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS UN11L ACCEPTANCE OF THE WORK, BY WATERING, MOWING, AND 'i
~ K L THE TRENCH AND COMPAC T N H ~ UNIFORMLY GRADE A SHOLLOW DEPRESSION APPROACHING WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER, SHALL BE 'i RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN, DAMAGE, RESULTING FROM EROSION, GULLIES,
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO 1. UNIFORML' THE INLET ~ GO THRU THE FENCE AND CANNOT GO UNDER IT. THE INLET. WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFlLLING WITH TOPSOIL AND p O O
. , , 2. DRIVE 5-f DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN.
' SURROUN[ 19 GAUGE HARDWARE ccorH (r/4 MESH) ,I'' THE PERIh SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
PLAN RE ENCE 6" 'I STEEL POST REO'D W BURLAP ONLY 3. SURROUN[ THE PERIMETER OF THE INLET, A MAX, OF 4 FEET APART. ~ ~ ~ i. SURROUND THE POSTS WITH WIRE MESH HARDWARE w ~ cn
. La ~ ( / ) ~ CLOTH. CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS ° ~ °
X AT THE TI AT THE TOP, MIDDLE, AND BOTTOM, PLACING A 2-FOOT ~ ~
ei_u. Q z FABRIC " ~ =_i -~-~i1_i=di1.- _plg11lillll ~ ~ (NO WIRE FENCE REO'D) 16° FLAP OF IRIII 10 I-Q- 1 - oi_ FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR TEMPORARY SEEDING SPECIFICATIONS w w
II,Elrlll~ll'lll,„~, III'll _ _ _ _ 'i ~ ~ ~ ~ ' ' _ _ _ _ o o BACKFILL TRENCH WITH SOIL #57 WASHED o ANCHORIN ANCHORING IS RECOMMENDED, FOR THE PIEDMONT ° ° Application Rates (Ib/ac) w ;
FILTER NOTES MATERIAL AND TAMPING OR STONE ° 4. PLACE CL SECTION A-A BLANKET ° WASHED STONE TO 6" ABOVE 2:1 SLOPE E. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A Recommended I- ~ r. ~
1. Lo IS THE LENGTH OF RIPRAP ° ° ° GRO ND. 2: J SIDE SLOPE Seedin Species 10-10-10 A riculural Straw Q o 0 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE g Dotes Seed Fertilizer Limestone ° N ~
PIPE OUTLET TO WELL-DEFINED APRON ° ~ WIRE, ANC 2 d=1.5 TIMES THE MAXIMUM , ; ° 5. ONCE THE WIRE, AND SMOOTH TO AN EVEN GRADE. Winter Wheat 120 > i. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN Jan. 1 -May 1 Annual Lespedeza 50 750 2,ODD 4,000 ~ - N ~ ~ m `o
CHANNEL STONE DIAMETER BUT NOT LESS , ' ' STABILIZE[ THAN 6", o STANDARD CATCH BASIN ~ STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND (Kobe)
3. IN AWELL-DEFINED CHANNEL I YARD INLET PROTECTIO ESTABLISF ESTABLISH FINAL GRADING ELEVATIONS.
J EXTEND THE APRON UP ON THE N 6. COMPACT CHANNEL BANKS TO AN N.T.S. i. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH May 1 -Aug. 15 German Millet 40 750 2,oD0 4,000
E A A ELEVATION OF 6" ABOVE THE GROUNDC( ° MAXIMUM TALLWATER DEPTH OR GROUNDCOVER.
~ TO TOP PF 1HE BANK, WHICHEVER IS LESS. TEMPORARY SILT FENCE MAINTENANCE Aug. 15 -Dec. 30 Ryegrain 120 1,OOD 2,OD0 4,000 MAINTENANCE
rn 4. A FILTER BLANKET OR FILTER
I FABRIC SHOULD BE INSTALLED N,T,S, 2. o BETWEEN THE RIP-RAP AND INSPECT INLET VSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
o PLAN SOIL FOUNDATION. / SIGNIFICANT iIGNIFICANT INCH OR GREATER) RAINFALL EVENT. CLEAR
N / o THE MESH Wlf 'HE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
N \ \ \ PROVIDE ADE( .//\/j\//\//\//\/\ / 'ROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE ~
° La ; CARE NOT TO ~ ;ARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH SEQUENCE of CONSTRUCTION j
DURING SEDIM )URING SEDIMENT REMOVAL REPLACE STONE AS NEEDED. I"~ ~ I 1. Obtain grading permit at pre-construction meeting on site. V Z J
2, Install stabilized construction entrance/ Z J W
a ~11i=ill~ii `.j . '_lielil Idllelilelil? ~,'-J / w IIE1g=lu_1_ ~ - . _luaa=~_-~~~~=1113gElll b / 111=11611=111=111= _ - =11EITTI=u1_ul=u1= ~ ~ % / / / mud ramp at all construction entrances. O ~ Q 3, Clear site enough to install erosion control devices. ~
~ IIEIUa1112u1E1o'_uleme SECTION AA ulalll=o1=111= - .111.111=111 2I~ to 3 ~ ~ 4, Install sediment and erosion control devices, z ~ W W j
w FILTER ~bV 100, 6. ~ -t . ~ ~ BLANKET 4 ~,U ~ / / 5, Clear and grade site. ~ _ ~
~\j\\j \\j~ ~ / / 6, Install drainage system. ~ O ~ I
RIP-RAP OUTLET PROTECTION ~ ~r / \r 7, Protect all drainage structures. ID ~ ~ ~ 8. Maintain and clean erosion control facilities throughout _
duration of project. ~ ~ ~ O
9. Seed site. Q Q ~ ~
o s min ~ ~ ~ ~ ° ° ~ /\//i\//i\ /i\/i.~' - - - - 10. After all areas have been stabilized, remove all 0
VARIES temporary erosion control devices. ~ Z
rn coarse aggregate n ° . _ _ \
o \ \ a 8. EXISL CHANNEL SLOPE O O W I..._ O
3 / 0 GENERAL MAINTENANCE PROVISIONS J' Z (n Z EXIST. CREEL( WIDTH
~ BORE PIT Washing - ]f conditions at the site are such that most of the mud end sediment ~ ~ ~ 0 0 Inspect temporary erosion control devices after each period I- W ~ O
PROPOSED are not removed by vehicles traveling over the gravel, the tires should be / / 3 ~ ~ - washed. Washin should be done on an area stabilized with crushed stone that ~ ENCASEMENT I g 0 0 ~ 0 0 0 0 of significant rainfall. Check devices for rills, erosion, or Z
~ PIPE drains into a sediment trap or other suitable disposal area. A wash rack may also ~s^ x!57 STONE OR piping. All areas should be stabilized within 15 working days ~ ~ ~ ~
T ~ be used to make washing more convenient and effective, 0 0 EXIST. CREEK FILTER FABRIC after construction in that area. Denuded areas shall not exceed O W W BDTTOM SURFACE RIP-RAP LINING, 1000 linear feet without seeding and stabilization. All areas
x _ _ Construction 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICA AON OF LIME, w ~ ~ SOIL FERITLIZER, AND SEED. STONE SIZE VARIES damaged prior to establishing permanent stabilization shall be W W
.T.S. Sp2C1f1C1t14nS 1. Clear the entrance and eat area of all vegetation, roots, and other objec- 2. BEC1N AT lTlE TOP OF ]HE CHANNEL BY ANCHORING 1H£ BLANKET IN A 6' DEEP CONSTRNC110N N01E immediately re-established. ~
rn ~ ~ STOCKPILE tionable material and ro erl rode >t. X 6" WIDE TRENCH. BACKFILL AND COMPACT 1NE TRENCH AFTER STAPLING o AREA P P y g CONTRACTOR SNALLINSTALL SEWER LINE DURING DRY WEATHER ONLY, RIP-RAP UNINC SHALL BE INSTALLED Additionally, the following items shall be performed in
ro ~ ~ ROLL CENTER BLANKET IN DIRECTION OF WA1ER FLOW ON BOTTOM OF CHANNEL, ~ ~ 2. Place the gravel to the specific grade and dimensions shown on the plans, and 4. PLACE BLANKETS' END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A IMMEDIATELY FOU.OWING PLACEMENT OF UNE. RIP-RAP accordance with the Specific construction details on this STONE AND PLACEMENT DEPTH SHALL BE OF SIZE INDICATED sheet:
EDGE OF smooth it, DOUBIE ROW OF STAGGERED STAPLES 4 APART TO SECURE BLANKETS ON PLAN SHEET AT LOCATION OF CHANNEL CROSSING.
~ rn 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED o PAVEMENT 3. Provide drainage to carry water to a sedment trap or other suitable outlet. IN 6 DEEP X 6 WIDE TRENCH, BACKFILL AND COMPACT 1HE 1RENCH AF1ER 1. Sediment basins and inlet protection devices shall be
~ STAPLING, z CHECK DAM 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET cleaned when sediment has accumulated to one-half of the RIP-RAP DITCH LINING design depth of the device. The sediment shall be placed
~ AT NATURAL 4. Use geotextile fabrics because they improve stability of the foundation in AND STAPLED (2" FOR C350 MATTING). N.T.S. in the disposal area or applied to the land area. Any
o DRAINAGE OUTLET locations subject to seepage or high water table. 7. IN H/GH FLOW CHANNEL APPL1CAlTONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4' APART OVER ENITRE gravel facings contaminated by the sediment shall be replaced
g BORE SITE DETAIL W/D 1N Of THE CHANNEL. P1ACE A SECOND ROW 4" BELOW ]HE FIRST ROW !N A with clean gravel.
~ STAGGERED PATTERN, w M1lntenanCe Maintain the gravel pad in a condition to prevent mud or sediment from leav- 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED 1N A 6" DEEP X 6" WIDE 2. Rip-rap, silt fence, and earth berm diversions shall be
o ing the construction site, This may requuire periodic topdressing with 2-inch TRENCH. BACKFILL AND COMPACT 1HE TRENCH AFTER STAPLING. inspected for erosion, displacement, breaks, overruns, and SHEET N0. excessive sedimentation. These damages shall be repaired
~ atone Af4er aarh rainfall incnert anv ctr~ietnre nsad t.n tran cadiment. and clean
i it out as necessary. Immediately remove all objectionable materials spilled, by returning the device to its design condition.
washed, or tracked onto public roadways. 3. Seeded areas eroded prior to permanent stablization shall
w NORTH AMERICAN GREEN be regraded as necessary, reseeded and mulched until a 22 suitable surface is achieved.
TEMPORARY DITCH LINING
Z TEMPORARY ENTRANCE CONSTRUCTION Z INSTALLATION GUIDE ~I
N. T. S.
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