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CITY OF HIGH P POINT, NC
NORTHWEST SEWER I M PHASE MPROVEMENTS
DMP PROJECT E-3927
CHP BID No. 01-082008
AUGUST 2008
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DAVIS-MARTIN-POWELL fl ASSOCIATES, INC ~
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W 336) 886-4821 staOA°~ LAND PLANNING c o~ DfiWNR- NVAMA GUAU7Y
~ FN E~ <v WETLANDS AND STORMydqTER BRANCH
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GENERAL CONSTRUCTION NOTES:
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1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM SHEET INDEX ~ ~ ~
AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO ~~b~~r 1. COVER ~ W
`VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING 2. INDEX, NOTES, LEGEND & VICINITY MAP ~"a~~
CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL
BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER. 2A. TEMPORARY CONSTRUCTION ACCESS EASEMENTS d
CONTRACTOR TO NOTIFY N.C. ONE-CALL CENTER AT 1-800-632-4949 3. BEGINNING TO STATION 22+00 ,,,,A,,,,,,+
PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND 4. PLAN AND PROFILE STATION 22+00 TO STATION 34+00
OBSTACLE REQUIRING A DEVIATION FROM THE PLANS. 5. PLAN AND PROFILE STATION 34+00 TO STATION 46+00
6. PLAN AND PROFILE STATION 46+00 TO STATION 58+00 V ~ Z
2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE 7. PLAN AND PROFILE STATION 58`+00 TO STATION 70+00 Z Z Z c~
REPLACED WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE E ~S 8. PLAN AND PROFILE STATION 70+00 TO STATION 82+00 Z
DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED BY THE ~ N ~ 9. PLAN AND PROFILE STATION 82+00 TO STATION.. 94+00 U1 Lu Q
CONTRACTOR. ALL COST OF REINSTALLING EXISTING DRIVEWAY PIPE. S S ~ 4 ~s REPLACING UNDERSIZED PIPES OR PIPES DAM-AGED DURING O 10. PLAN AND PROFILE STATION 94+00 TO STATION 106+00 ~ Z ~ j
CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF 11. PLAN AND PROFILE STATION 106+00 TO STATION 118+00 Q ~ o j
WATER AND/OR SEWER MAIN INSTALLATION. ALL EXISTING PIPE THAT IS
REPLACED WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE ~a 12. PLAN AND PROFILE STATION .118+00 TO STATION 13:0+00 Z Z cra
CONTRACTOR. DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED 13. PLAN AND PROFILE STATION 130+00 TO :STATION 14.2+00 V w Q
SHALL BE PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. ALL 14, PLAN AND PROFILE STATION 142+QO" TO STATION 154+00' ~
COST OF DRIVEWAY PIPE INLET AND OUTLET PROTECTION SHALL BE 15. PLAN AND PROFILE STATION- 154+00 TO STATION 166+00
INCLUDED IN THE COST PER LINEAR FOOT OF WATER AND OR SEWER / MAIN INSTALLATION. 16. PLAN AND PROFILE STATION 1.66+00 TO END ~
15
3. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL 17. STANDARD CONSTRUCTION DETAILS ~ Q o ~
DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED ? ~N 18. STANDARD CONSTRUCTION pETAILS ~ N ~ ~_o
AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT p 19. EROSION CONTROL DETAILS ~ c?z ~ ~ z
RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED F R
ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DIST R D S T U BE q SIGNS, MAIL BOXES, ETC. CONTRACTOR SHALL RESEED ANY DISTURBED P E J J i n.'~~~4.
AREAS IN ACCORDANCE WITH SPECIFICATIONS. 4 W ~'Z"~~
0 14 O~r~rn ~~v~ 3`
4. PROPERTY IRONS, MONUMENTS AND OTHER PERMANENT POINTS OF ~~~Q3
REFERENCE DISTURBED/DESTROYED BY THE CONTRACTOR SHALL BE d. ~ _
REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S ,1
EXPENSE. 13 Z
S. 'CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASPHALT. ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SHALL BE PARCEL INDEX
REPAIRED AT NO ADDITIONAL COST TO THE OWNER. h O
1. PRESBYTERIAN HOMES, INC. Q
6. ALL STREAM CROSSINGS MUST BE STABILIZED PRIOR TO REMOVING ~ F 2. ESTIL D. & NANCY I. IDOL
RS COFFER DAMS (STABILIZED IN THE DRY}. ~
3. BRIAN ANDREW FARAH ~
7. DE-WATERING OF STRUCTURES WITH SEDIMENT-LADEN WATER DIRECTLY TO STREAMS WILL NOT BE ALLOWED. 4. PROPERTY OF UNKNOWN OWNER
90 5. CURTIS C. & BETTY W. BAME
8. CONTRACTOR SHALL UTILIZE HEAVY CONSTRUCTION/EQUIPMENT MATS IN 6. BESSIE S. IDOL HEIRS (C/O MINNIE CL-WARD Q
WETLAND AREAS. 7. CLYDE H. BRACKETT TRUSTEE
9. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION CONTROL DEVICES, 8. FRED J.& D O R L S T. M A B E N o~ Q~ o~
INCLUDING TEMPORARY CONSTRUCTION ENTRANCES AND RESTORE AREA - 9. TONY G. & KATHERINE P. IDOL & RICKY S. 8c 'M " ~ o °
TO ORIGINAL GRADE AND SEED ACCORDING TO SPECIFICATIONS. ~ DIS PATRICIA L. IDOL W a N
1 H ONTRACTOR IS TO HAUL ALL EXCESS SOIL MATERIAL DUE TO ~ ~ 0 TEC , 10. ABRAM M: BRADLEY, IV & LOIS P. BRADLEY o a o
SEWER LINE INSTALLATION, STOCKPILING, ETC., TO A CITY OF HIGH POINT
LANDFILL AND RESTORE AREAS TO ORIGINAL CONDITIONS. 11. SCOTT A. & CHRISTINA G. DIETRICH ~ z Z W }
12. JORGEN & DEBORAH D. ,JEPPSSON ~ Q W ~ _ U
W N TR TED OF THE J~ 11. PIPE LABELED AS SANITARY SE ER SHALL BE COS UC ~ 13. DAVID JEROLD STACK ~ ° ° "
FOLLOWING MATERIALS BASED UPON SIZE: 14. ALICE JUANITA G. LAIN m;
-15" SHALL BE VCP PVC SDR 26 OR 16" DIP ~ ( ) 15. DONALD EDWARD ATKINS & GERALD. WAYNE
-18" SHALL BE DIP VCP OR FRP a -24" SHALL BE DIP OR FRP y
T ATKINS & KENNETH `FLOYD ATKINS
12. UPSTREAM SEGMENTS OF THE CONSTRUCTION CORRIDOR SHALL NOT BE N Q 16. VERNON D. & VERNIDA R. ATKINS C. TRUETT o-
ARED UNTIL DOWNSTREAM SEGMENTS ARE INSTALLED IN ~'4 ClE & JOANNE ATKINS CHADWICK
ACCORDANCE WITH THE FOLLOWING: 17. KATHLEEN STACK ATCHI'SON, INDIVIDUALLY
-BEGINNING TO BOYLSTON ROAD 18. IRENE IDOL STACK o
" -BOYLSTON ROAD TO BUSINESS 40 -BUSINESS 40 TO END 19. TDO LAND. HOLDING LLC
ONCE SEGMENT IS CLEARED, ALL EROSION AND SEDIMENTATION
CONTROL DEVICES TO BE INSTALLED AND MAINTAINED. PROP. GRAM 20. HENRY FRANKLfN AND VAN LEE STACK
W '4
13. LIMITS OF CONSTRUCTION MAY BE NARROWER THAN PERMANENT AND OR / 0
TEMPORARY EASEMENT. CONTRACTOR TO INSTALL TEMPORARY
CONSTRUCTION FENCING AT THESE LOCATIONS, A5 INDICATED ON PLAN ~ - N N1 ~ N
.SHEETS.
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PIEDMONT NATURAL GAS SPECIFICATIONS FOR CROSSING
PNG TRANSMISSION LINE RIGHT-OF-WAY: ~O
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Oy y ~ ~ BEFORE YOU OIG !
ME RD 5 CALL t-8U0-632-4949 Z
1. NO EXCAVATING MACHINERY WILL BE OPERATED UPON PNG'S ROW UNTIL PNG'S REPRESENTATIVE IS PRESENT AT THE CROSSING SITE, AND ~ N,C. ONE-CALL CENTER
FURTHER, NO MECHANICAL EXCAVATION WILL BE PERMITTED WITHIN FIVE (LJ IT'S THE LAW ! U ~ ~
5 FEET OF ANY PIPELINE ABSENT THE EXPRESS AUTHORIZATION OF O 1 ~
PNG ON-SITE REPRESENTATIVE, WHICH AUTHORIZATION WILL BE GIVEN Z ~ Z
~ AFTER VISUAL INSPECTION OF THE PIPELINE. BO IN SNOT
° - 3 P RMITT D. ALL UTILITY INSTALLATIONS SHALL BE EXCAVATED. ~ 0--
r 4 Z
i 2. THE LINE CROSSING PNG'S LINE(S) WILL BE LAID WITH A MINIMUM Q o~_
$ CLEARANCE OF TWENTY-FOUR (24) INCHES. PNG S REPRESENTATIVE AT ~ N THE CROSSING WILL DETERMINE IF THE LINE CROSSING PNG'S LINE(S) IS n~~~
N TO BE INSTALLED OVER OR UNDER PNG'S LINE; ,UNLESS THIS DECISION HAS BEEN MADE BY PNG PRIOR TO THE DATE OF THE CROSSING.
~_~Q
0 3. ELECTRICAL POWER AND TELEPHONE CABLES:-WILL BE ENCASED FOR THE LEGEND ~ W' ~ J
? ENTIRE WIDTH OF PNG'S RIGHT-OF-WAY. ANON-CONDUCTING CASING
WILL BE USED FOR THE ENCASEMENT UNLESS OTHERWISE APPROVED BY EX. ROAD SIGN o
a PNG. -O- EX. POWER POLE ~
.tl 4. THE USE OF EXPLOSIVES WILL NOT BE PERMITTED WITHIN THE PIPELINE EX. GUY ~
~ ROW AND ANY USE OF EXPLOSIVES IN THE GENERAL AREA OF THE
PIPELINE WILL BE CONDUCTED IN A MANNER TO AVOID ANY DAMAGE TO EX. LIGHT POST V = : Z
PNG'S PIPELIN FA I ITI N, E C L ES. o EX. POST X
rn M W 5. NO PARALLEL ENCROACHMENT OF UTILITIES WITHIN THE EASEMENT IS -x -X -X - EX: FENCE ® ~
ALLOWED. i ~~~T~ EX. TREE ~
EX. WATER HYDRANT
rn 6. NO STORM DRAIN SANITARY SEW T I N / ER S RUCTURES, F RE HYDRA TS, W ELECTRICAL TRANSFORMERS, UTILITY POLES, TELEPHONE CABLE TV EX. WATER METER
i / BOXES, OR OTHER ABOVEGROUND FACILITIES SHALL BE ALLOWED WITHIN wv pQ EX. WATER VALVE
a THE EASEMENT. r
0000 TEMPORARY-STONE OUTLET
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DB. 6119 PG. 2751 PROPOSED 20' TEMPORARY CONSTRUCTION ENCASEMENT BY BORING AND ; ~k~; \ ~ ' ~ N ~ w ~ .o a JACKING OR TUNNELING
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ALLOY PLATE VARIES
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y\\ y\\ y\\ COMPACTED y\ 3/8" X 1'-6" CLOSED CELL / , COMPACTED % BACKFILL CLOSED CELL ~l/\\\//\\\//\\\//\~~\\\/~\\\\\\//\\\/\\/\\\/\\\/\\\/ 2 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION Q p~,~ ~
. \ BACKFILL ~ \ ~ \ ~ \ z z 1 NEOPRENE GASKET BETWEEI N - N - COMPACTED / ~ ~ COLLAR ANO PIPE SKET BETWEEN OF LIME, FERTILIZER, AND SEED. ~ W ~ ~ C- w PIPE i~//\\//\\/~//\\//\\/ 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A ~ ~l7 ~y ~ ~
BACKFILL y\ y\\ i\ i\\ HAND TAMPED i~ ' , STAPLING. X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER ~,P`$X. y ~
HAND TAMPED % iv % % N , .i; y \ / 3. ROLL CENTER BLANKET IN DIRECTION OF WATER fLQW ON BOTTOM Of
HAND TAMPED % A % Q~ ~ 9 CHANNEL, ~ ~era~e~r~?s~~ge
/ ' % l~ % % W JP~ SEWER r, tr/' ~ 3. ~ ~ \ 4. PLACE BLANKETS fND OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. / 8 ~ ~ ~ ~ 5 USE A DOUBLE: ROW OF STAGGERED. STAPLES 4" APART TO SECURE
f\ ~ ~ 5~ E~ PIPE /\\j/\\/ ~ ~ ~ BLANKETS.
~//~~j\\\~/ / ANCHORED ENC6H DEEP XO 6 B WIDE~TRENCHTO BACKfIIDE ANO. COMPACT`THE
~~j\\r TRENI~I AFTER STAPLING.
r\\ ` \ i\\ ` \ ~'~a / . /~X / ' ~ , ~ CENTER BLANKE~TJ AND STAPED M2 SFOR C3 OR MATTING4" OVER THE ~ ~ ~
\ \ \ \ \ ~ \ \ \ X a , , Q _ Q AN11-SEEP z ~ ° ~ ~ N - 8 RE . 4 EACH SII „ - - - - 7. IN HIGH. FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS (4 EACH SIDE) 3/8 DIA. - - RECOMMENDED AT 30 T4 40 FOOT INTERVALS. USE A ROW OF. STAPLES 4"
o PLATE PROVIDE MASTIC SEALANT ~ O WASHED w WASHED ~ FOR PLATE LAP S.S. THREADED ROC HREADED ROD \ APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW q~" ~ ~
STONE c0 d STONE ~ 2, \\//j~//\~~/j BELOW THE FIRST ROW IN A STAGGERED .PATTERN. ~ ~
ORDINARY BEDDING BEDDING FOR PVC & V.C.PIPE AT o BEDDING FOR PVC, & V.C. ° n. 2 PC. ALUM. ALLOY ~ FOR D.I. PIPE 0-12 FEET AND D.I. PIPE ~ PIPE AT DEPTHS GREATER ~ MIN. COLLAR TO FIT O.D. { ,LUM. ALLOY ANIT-SEEP , / / / \\\j/\\\jj 8: THE TERMINAL END'. OF THE BLANKETS MUST" 8E ANCHORED IN A 6" ~ IZ TO FIT O.D. OF PIPE 8. f/\\\/\\/\\/\/\/\\/\\/~ DEEP. X 6" WIDE TRENCH. BAGKFIIL A~JD COMPACT THE TRENCH AFTER
0-15 FEET BETWEEN 15 AND 28 FEET DEPTH z ~ THAN 12 FEET AND D.I. z ~ ~ ~ (5052 ALLOY, 0.125" ~\\~\/\\\i\\\/\\//~//~/i \~4 ALLOY, 0.125 THICK) STAPLING. _ ~ ~ Z
PIPE OVER 28 FEET ANIT-SEEP COLLAR DETAIL
~ ~ NORTH A.~ERICAN GREEN TEMPORARY ; ~ ~
NOTE: D.I. PIPE TO BE PRESSURE CLASS 350 UNLESS OTHERWISE NOTED. N.T.S. DITCH. LINING- INSTALLATION GUIDE
- V W PIP ING D TAIL GRA ITY SE ER E PIPE BEDD E n~, rs
' N:T.S. ~ o~
Q~ ONN~'~
,~-~;r- VARIES REINFORCEMENT CL'N~~p
,,_I E.~.i#;~. , , ' : ~ ; 11.. AS REQUIRED TYP. - WASHING IF CONDITIONS AT THE SITE ARE SU SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT Z u ' ~
~ ~ ) , . ;I~~` ARE NOT REMOVED BY VEHICLES:'TRAVELING OVE 'RAVELWG OVER THE .GRAVEL, THE TIRES SHOULD BE J z ~ ~ z
''ll_'., WASHED: WASHING .SHOULD BE GONE. ON AN ARI ~ ~ I,;. VE ON AN AREA STQBIILZED WITH CRUSHED' STONE THAT ~ ~ C0 ^ ~
r,;~ ~ 4 DRAINS INTO: A SEDIMENT TRAP: OR. OTHER SUITI I ~ ` ~ ` . „`~ml'" ° Q ALSO BE USED TO MAKE WASHING MORE CONVE t OTHER SUITABLE DISPOSAL AREA. A, WASH RACK 'MAY ~ ;r' ° o ~ ~ o MORE CONVENIENT AND EFFECTIVE. ~ ~ O'er ~ V
':I:~ NATI4E ~ 12 M I N a ~ 8 ~ 8 ' say , I,.. o d
ill ~ , , `.a a 4 a CONSTRUCTION SPECIFICATIONS. ~ I; ~ a a ,ATI N oa ~ - v ~ 0 S ~o / ~ ~
~Ij' a J ,c~~o
m,, ~ VARIES I,, o ~ a 1. CLEAR THE ENTRANCE AND EXIT AREA OF AL AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJEC- eo ~ ~o~` ~QO' ~
PRECAST CONCRETE _4 TIONABLE MATERIAL AND PROPERLY GRADE IT. Y GRADE IT. f
Ill e~ ~1 ~~~y BLOCK, 2 FT. THICK o . Q
~ a 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE ;,I ~ I~ (TYP.) ~a ~ a SMOOTH IT. ECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND , ~ " u~> n o o U ^ o t7
70R PIPE ~ l a DIAMElEk
Q 3. PROVIDE DRAINAGE TO CARRY WATER TO A , ~ HATER TO A SEDMENT TRAP OR OTHER SUITABLE OUTLET. 6 min~ depth = -~"~,'o`~ °o~R
1 IF WASHED s' MIN. 5~ 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMP
STONE !''~"„i11~.~1;1=°°II~°°~',1:;~~I1l.r-:`I,~~'!I: LOCATIONS SUBJECT TO SEEPAGE. OR HIGH WATE JSE THEY IMPROVE STABILITY OF THE FOUNDATION IN 2_3„ o,~,o o JQ ~ r ~ OR HIGH WATER TABLE. coarse aggregat~~e~~,,'c~" o o (f'~
NOTE: SEE PLANS o' - 15' COVER MAINTENANCE,
FOR BLOCK SPACING STIFFNESS CLASS: 46 psi „
12 MIN I N I N MAINTA N THE GRAVEL PAD IN A CO D TIO TO ;ONDITION TO PREVENT MUD OR SEDIMENT FROM LEAV- LNG
THE CONSTRUCTION SITE. THIS MAY REQUUIRE P t! REQUUIRE PERIODIC' TOPDRESSING WLTH 2-INCH STONE.
AFTER EA. CH; RAINFALL, INSPECT ANY STRUCTURI NY STRUCTURE "USED TO TRAP -SEDIMENT AND CLEAN' IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OR TRACKED ONTO PUBLIC ROADWAYS. REMOVE ALL 46JECTIONABLE .MATERIAL`S SPILLED, WASHED, ` ^ ~ ~ o ' AYS. ~ ~ ~ w ~ ;o
w c~ z
I ~ ~ : ~ ~ ~ ,~-,--I~. - ~~-~--.I,, ANTI FL TATION BLOCK DETAIL o TEMPORARY CONSTRI
N.T.S. l~1.. OT ONSTRUCTION< ENTRANCE CRUSHER RUN CAPACLTY OF PIPE CULVERT a Q COURSE AGGREGATE EQUALS BANK-FULL FLOW
N.T.S. a, a o N.T.S. 6 DEEP ~ z Z
'Il,;;~~~~ ~ , ~ ~ ~ ,,,~~I:I~' THIS ANT!-FLOTATION BLOCK DETAIL IS A W O Y W W 1/2 OIAMETER -OF PIPE CLASS "i" STONE 'COVEREO p ~ ~ Q w Q a
i j.. RECOMMENDATION. CONTRACTOR MAY UTILIZE OTHER °i E iw' Nnnv~" .~I p - ~ sai. , METHODS FOR PIPE ANTI-FLOTATION ,WITH PRIOR OR 12" WHICHEVER IS GREATER B'Y LARGE: ANGULAR ROCK a~.. o o o v ran ~ '
'if i~• - - APPROVAL FROM THE ENGINEER. - 00 00 a aaa~a~ oaoQo a o
l11` . E" ` m ~
~~I ,~`I: '_j{ IN 00000 00000 a DOODO OD000
aoa 00000 ooC~~_
~ I IPI: !ll QQ~~ IN STREETS AND YARDS CONE SECTIONS TEMP. BYPASS PUMP TO BE INSTALLED ~Q~~O~ SEE EROSIaN Qo oa - ~ E INSTALLED I- - - ~ D CONTROL, PLAN" 0 ; _ - ~ ~
"Il ,P I; APE H WIT BY CONTRACTOR WHERE NECESSARY. ~g DIAr~E~ S ALL BE USED H GROUTED RINGS :CESSARY. _ _ _ ~ _ QQ fOR! PIPE SIZE ~ - _ _ ~ I- 4 z
AND COVERS WITH STANDARD VENTS WATER LEVEL TO BE MAINTAINED MIN. AINED MIN. - - - v 0 0~ ~ ~ = _ - a
~ UN S IN f T T E N 24" BELOW TOP OF SANDBAGS. WASHED ~ - LES D CA ED 0 BE SEAL D 0 ACS. - - _ _ ~ ~ -
X11: PLANS w STONE s• MIN. -__----_-_-___=~I- WW
t'I. I ~ i tlt .r r_ t (r yy~lal. FLOWS FROM WORK AREA SHALL ~ - ~ _ - ~ = - fi ° o BE PUMPED INTO 10x10 -Iii-III-III-I i I-1 I I-I 11-1 11-III-I 11-III-11'
, ' _ DEWATERING BASINS W/STABLE ~
2 EACH FLANGED 90' BENDS 15 - 24 COVER 4" VENT (NOT REQUIRED ON ALL SHORT RADIUS OR FLANGED OUTLET ~ 2;1 SIDE SLOPE PROFILE w o`
• 4 si ( } STIFFNESS CLASS. 6 p MANHOLES, SEE PLAN SHEETS FOR ,off I , . Q
RETURN BEND. LOCATIONS ,CONNECTION TO RISER ~ a
BY PIPE MANUFACTURER ALUMINUM SCREEN (18X16 MESH) r__~ t---' FLOW ' r--r~`\ TOP OF BANK ~ - a ~ `n ~
a COMPANION FLANGE W/4" OPENING
.t-~~'~~`: ~ . ~ ~ ~ VARIES TO 8.5' ~ _ ~ - . ~ el:ASS I sTONE cOVE~E COURSE. AGGREGATE I BY LARGE ANGULAR ROCK"
r ,m(I'~ VENT PIPE OPENING d. ~ ~ ~ ~ ~ p 0 oD 0~
- ~ , . ~ ~ ~ ~ ~ ~ ~ ; ~~°i ON OUTFACES RING TO BE CAST w _ SHALL EXTEND AT MIN. 2' ~ ~ ~ ~ ~ ~ ~ ~+f C~ ABOVE 100-YR Fl.OOD ZONE ~ ~0~~~ .0 TEMP. PIPE
NanVE IN TOP AND BOLTED DOWN z STREAM ~ ~ . ~ Q FLOW HEMP. PIPE 0 0~0 0~ ~0 0 0 0
00 00000oooo.a o0 00000.00000000:00000000oooooaoooo
0: 0 0 $m 0 0 0 00 00000000:00 00 00000'00000""0 000,00 00.0.00000000 o0 00000000'00.'00. o'oooo`oo"oooo"oo'.ao,oo00o`oaooooo000
>0 0o aooooo0000"'00 00"000000"0'000:000`0 000"00000 0000 ~
4" LD. CAST IRON WALL PIPE _ o0 ooo"oaoao`0a" :a'o 00000"0"0oo"oaoo'oo aooo'.ooooo0 0000
CAST IN THE MH TOP - . " u[~ s{ 1 8 I ~ ( i I 00 ooaooooo00 00 0'0'000'00.00`00.00'0000 00'00000000000
PROP. :~l SANO$AGS TOP OF BANK oo.ooooooaoooa o0 00oooooa aoooo 0 00`:00"00000000 ~ 0000000000000 00 0"00000000" oo`aoo'~;~~ooo`ooo00"oo0"oao" ~,J ~
PIPE SEWER ; ---1~ aar~EtER PIPE \ Uj 00 000000000 0 00 0000.0"ooa oo U oo"o0"o'o0oa" oo
r~l Pius ~z ~ - - ' ~~I I hI I I~~ 1~-=1 ~ ~I I ICI I ICI I I~ I 1=_ 1=~ 1' THICK ~4 - o o a' a o o ~ . ~
11 a~ II ' =1 I I-111-11 I~ I~I11 I! I~I I hI I Ir! I I ~ w 3 WASHED STONE o} 0 0~0 ~D D~ oDO o .o Z ~
~ ~ ~ 1=1 11~ I I I-1 I i=1 11= ~ ~ ~ ° AEI -III-III I I h I ~ a
WASHED - s• f~N. ~ I = LIMITS OF CONSTRUC110N ~..=~a. N STONE sll.' !s. ''..;~r ~I~ .II:.; I,I ~,t n.i~~. 30' WIDTH TYP Q Q. 110N ~ ~ ~
I 5 0 ( ) TOP OF BANK, ~ ~ TOP OF BANK Z Q
ALL MANHOLES UNLESS OTHERWISE NOTED ON PLANS ON PLANS ~ ~ ~
8 ` OVER 24' COVER UNLESS OTHERWISE NOTE N TOP OF BANK 25' MIN. STREAM CHANNEL 25' MIN.
STIFFNESS CLASS: 72 si POLYETHYLENE FABRIC N p ON FACE (S MIL. THICK) - ~
3 SIZE OF _ W Z ~
Q _ _ _ _ _ _ _ _ _ _ _ PRECAST MANHOLE, 0 0 0 0. 0> 0 0 0. 0 PIPE BEDDING DETAIL z o a o PLAN VIEW C? ~ Q ~
AS INDICATED ON ~ PLANS TR AM 0 0 0 4 0 0 0, 0 0 - CONSTRUCTION SEQUENCE _ ~ c,
FIBERGLASS PIPE S E ~ _ ~ FLOW ~ N ~'n MP. PIPE SEE PLAN5 FOR 51 E DNS Foy slzE ~ ~ 1~ U
~ ~ I N.T.S STEP ~ 16 o.c. t8" ' OI-~Z
a MAX. MIN. 1. CLEAR .SITE. ~
PROP. PROP. 2. PLACE:REQUIREO STAB~LIZATION,STONE DOWNSTREAM OF CONSTRUCTION TO PROUIOE A TEMPORARY
MANHOLE NOTES: EX. INV. WER m CREEK ~ SE - SEWER TEMPORARY DITCH CROSSING WHILE STILL PASSING FLOW. THIS STONE SHALL BE USED FOR STABILIZATION' AFTER ` I- ~ STONE DAM
~ AS REQUIRED 10 MIN: PIPE ~ 1. CONCRETE STRENGTH 4 000 PSI MIN. PIPE CONSTRUCTION, YET ADDITIONAL STONE MAY BE REQUIRED TO PROVIDE FOR THE OITCH CROSSING. - ~ ~ - 3. CONSTRUCTION WITHIN. THE DITCH BANK SHOULD BE DONE IN A TIMELY MANNER WHEN NO EXCESSIVE ~ _ ~
v ~ SANDBAGS 2. REFER TO CONTRACT DOCUMENTS FOR PIPE ANGLES AND ELEVATIONS. FLOW IS PREDICTED, THE DITCH "BANK SHALL NOT BE UNPROTECTED "FOR MORE THAN A 48 HOUR ~ ~ ~
a ~ 3. OPENINGS VARY TO RECEIVE PIPE SIZES FROM 4 MIN. TO 30 MAX. SYNTHETIC FILTER PERIOD; ANO FLOW SHALL SE CONTROLLED'BY A TEMPORARY"STONE DEVICE AT THE DOWNSTREAM ~
w 4. O-RING JOINT SHALL CONFORM TO ASTMC-443 JOINTS SHALL BE FABRIC , END AT ALL TIMES DURING CONSTRUCTCON WITHIN THE DITCH BANK. ~
LUBRICATED. 4. AFTER CONSTRUCTION AND BACKFILLING WITHIN THE DITCH "BANK, THE DOWNSTREAM STONE DEVICE ~ ,
NOTES: i n 5. LIFT HOLE PLUGS (RUBBER} SHALL BE INSTALLED DURING INSTALLATION. • SHALL BE USED TO, PROVIDE `THE 'REQUIRED PERMANENT STABILIZATION STONE: IF THE DITCH STILL
~ 6. MANUFACTURED BY D & M CONCRETE OR APPROVED EQUAL & WET 1) EROSION STONE TO BE CLASS I RIP-RAP d50=10 UNLESS D 10" UNLESS DESIGNATED DIFFERENTLY ON PLAN. REQUIRES A TEMPORARY CROSSING AFTER STABLLIZATION ADDITIONAL RIP-RAP MUST BE PROVIDED JKS AND INVERTS WHEN POSSIBLE ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS.
w CAST TYPE. 2) KEY SANDBAGS & FILTER FABRIC INTO CREEKBANKS AND INVEi SANDBAGS TO. BE MlN. 24" A80VE WATER. LEVEL. 7. ENTRY SEAL TO BE MANUFACTURED INTO MANHOLE FOR POSITIVE ALL MANHOLES TO
` JOINTING OF ENTRY & EXIT PIPES. 3) PIPE SIZE AND NUMBER TO BE DETERMINED BY ENGINEER ON F :NGINEER ON PLAN. 5. RFTER CONSTRUCTION IS COMPLETED ALL `TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AN0
r COMPLY WITH CITY OF 4) SANDBAGS, FQLYETHYLENE, & TEMPORARY CMP. MAY BE DELFT _ 8. MANHOLE STEP5 TO BE CONSTRUCTED FROM 1/2 GRADE 60 STEEL HIGH POINT STANDARDS WITHOUT ACTIVE FLOW AS DIRECTED BY ENGINEER. MAY BE DELETED ON DRAINAGE DITCHES, AREAS WITHIN THE DITCH BANK'SHALL BE U.NINHIBI7E0 BY STONE USED FOR> STABILIZATION:
= REINFORCING ROD INCAPSULATED IN A COPOLYMER POLYPROPYLENE ' ~ 5) CONVERT TO PERMANENT CHANNEL STABILIZATION AFTER UTILII :R. J AFTER UTILITY LINE IS INSTALLED.
w PLASTIC AS MANUFACTURED BY M.A. INDUSTRIES MODEL PS-IP.F. OR g" (i) BACKFILL OVER PIPE TO BE OF NON-ERODIBLE MATERIAL (ROC IATERIAL (ROCK OR STONE). TEMPORARY CULVERT TYPE STREAM CROSSING ~NFFTN~,
ApPR(1VFI1 F~IIAI i
n 9. MANHOLE DIAMETERS ARE SHOWN ON PLANS ALL TO BE FLAT TOP ~--f EXTENDED
MANHOLES WITH RING AND COVER. BASE TEMPORARY DITCH & CREEK C REEK CROSSING N.T.S.
10. IF MANHOLES WITH CONE SECTIONS ARE USED IN ROADWAY, THEY SHALL
w (SEWER PIPE NISTALLATIC a HAVE 12 WIDE 3,000 PSI CONCRETE COLLAR AROUND RING, BELOW 'ALLATION (FOR TEMPORARY ACCESS EASEMENTS). 17
z FINAL ROADWAY SURFACE LAYER, PLACED AT MIN. 8" DEPTH. N.T.S.
TYPICAL PRECAST MANHOLE AND VENT
N.T.S. a
0 OF 20, HPo235 ;

yybNP 9016666!
n ~ 6t6~d
ORANGE, UV RESISTANT POSTS MAY 8E EITHER ro ap El THER >
HIGH TENSILE STRENGTH 4" DIA. PINE, 2" DIA. OAK, " D/A. OAK, ~ g
POL Y BARRICADE FABRIC OR 1.33 LB,/LF STEEL STEEL -U W~~ Li.
~cv~~
a. a
GATE POST
GORNER POST 3-STRANDS 4 PT. BARBED 5' O.C. 5' 0. C. MAX. ~-~~•yI 460161ti66~,~~ 1
LINE POST WIRE ON 45' ARM
r~
TOP RAIL
9 GAUGE FABRIC NOTES: ~ ~ ~ ~ ~ -WARNING SIGNS TO BE MADE OF DURABLE, .WEATHERPROOF .MATERIAL. ~ ll.! J W
WITH 2" MESH -LETTERS TO BE 3" HT. MIN., CLEARLY LEGIBLE AND SPACED AS Z
BRACE 0 DETAILED. ~
I -SIGNS 70 BE PLACED 200' O.C. MAX. ~ Z ~ ~
-SIGNS TO BE PLACED AT EACH 'END OF LINEAR .TREE PROTECTION
o all ~ AREA AND 200' O.C. .`THEREAFTER. ~ W Q
i ~ TIE of RODS -FOR AREAS LESS THAN 200'. IN PERIMETER, PROVIDE NO LESS THAN ~ -
ONE SIGN PER PROTECTION AREA.
~ , -ATTACH SIGNS° SECURELY TO FENCE.. POSTS AND FABRIC.- ~
#7 GAUGE TENSION WIRE / -MAINTAIN TREE PROTECTION FENCE THROUGHOUT`OURATION OF
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\/\/\/\/\/\/\/\/\f\/\/\ PROJECT, -ADDITIONAL' SIGNS MAY BE REQUIRED BY' INSPECTIONS o ~ _ ~ ,
o / / / / / / / / / / / / / / / / / / / / DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS: ~ ' ce ~ .N ~ o Y N ~ U
I \ TIE FABRIC TO TENSION _ J dZ~~z
WIRE & TOP RAIL WITH \/\/\/\/\/\/\i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ J oooo; \\j/\\j/\\j/\\j~\\j/\~j/\\j/\~j/\~ /f\\, ~ CONSlRUClION FENCING :DETAIL. .,_J ~ - ~
9 GAUGE TIE WIRE
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
- RNER-LINE POST 8 -0 LINE-LINE LEAF SIZE AS REQUIRED 8 0 MAX CO /
$ -0 GATE-LINE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
GATE POST SIZE
_ FRAME WORK CHART GATE LEAF SIZE GATE POST
FABRIC HEIGHT LINE POST TOP RAIL END GORNER POST 6' OR LESS 3" O.D. Q
' " O.D. 2 1 2" Q.D. 6'-12' 3" O.D. 4 -6 2 O.D. 1 5 8
T-9' 2 1 2" O.D. 1 5 8" O.D. 3" Q.D. 12'-20' 4" O.D. i
10'-12' 3" O.D. 2" O.D. 4" O.D. 20'-24' 6 5 8" O.D.
OVER 12' 4" 0.0. 2" O.D. 4" O.D. OVER 24' 8 5 8" O,D.
~s ~ ' ~ ~s ~ Q
ETAI~ -CHAIN LINK FENCE D ~ SOIL
STOCKPILE ~ ~ ~ w ~ o :a
NTS BORE PIT AREA N o o.. Q w
PROPOSED i ~ ENCASEMENT I I - - W j Z
PIPE s;3 1 ~°~W~o° Q ~
I 4 ~ IF FLOW IS. PRESENT DURING SEWER LWE a °
INSTALLATION; :TEMP, BYPASS PUMP TO w z Z ~ w: w
f E BE INSTALLE© BY CONTRACTQR: o ~ ~ Q w Q ~
I I SOIL ~ WATER LEVEC'TO BE 'MAINTAINED MIN. ~ Q w ~ _ ~
I ( STOCKPILE r,4 24" BELOW TOP OF SANDBAGS: ~ ° o ~ ~ ~
sF - ( ( ~ AREA ~ FLOWS FROM. WORK AREA SHALL r ~ BE PUMPED INTO TO'x10' m ~
( E SF OUTLET - _ DEWRTERING BASINS W/STABLE
~ ~ AT NATURAL: ~ OUTLET ~ 2:4 SIDE .SLOPE
EDGE OF DRAINAGE OUTLET z o
PAVEMENT SF SF o d o ~ E- a ~
CHECK DAM r--y TOP. OF BANK ~
AT NATURAL
ON-SLTE STOCK PILE DRAINAGE OUTLET ;K PILE AREA DETAIL - . Q ; ~ W W
N.T. . S. a a N.T.S. ~ o a o; o ~ o
NOTES: BORE SITE DETAIL WW
1. CONTRACTOR TO INSTALL SF STONE 0 N.T.S. DRAINAGE OUTLETS. VEGETATION SHP SF STONE OUTLETS AT ALL NATURAL STREAM ~ 0 0 0 ~ 0, 0 ~ L
SURROUNDINGS, PER GUIDELINES ON ~ ~ETATION SHALL BE ESTABLISHED TO MATCH FLOW w o )ELINES ON SHT, 19. 0 0 ~ o N
a 'EROSION STONE ~ Q-00 0 ~ ~
PROP: - ~ TOP OF BANK SANDBAGS SEWER ~ -=-1~
60" DIA. 12 GAGE MIN. FULLY BITUMINOUS COATED 2 PIPE % . . 1' THICK #4:
FLANGE TUNNEL LINER PLATE WITH A MININUM OF (1) BLOCKING AS REQUIRED TO WASWED STONE
GROUT PLUG PER 4.5 LF ie. EVERY 3rd RING BI ( ) p PI PREVENT FLOTATION DURING
ENCLOSE ENDS WITH B GI BRICK MASONRY PLUGS GROUTING.
STEEL ENCASEMENT PIPE LIMITS OF CONSTRUCTION
A SIZED ACCORDING TO _ PPLICABLE SPECIF1CAl10NS) FI FINAL GROUT PROCEDURE AND 30' WIDTH`(TYP)' ~
M ~~MATERIAL AS APPROVED BY ENGINEER UNLESS OTHERWISE NOTED ON PLANS
BI
BI SUPPORT BEG NSE THE GROUTING PROCESS DI A A:I W ® ~
LEG i POLYETHYLENE FABRIC rTOP OF BANK W
! 3 6" MIN. DIA. CHAIN ON FACE (8 MIL. THICK) 1 ~ 1 ~ ~ ~
E / ~ ONE 1 EVERY 20 LF a ~ 0 ._I
SKID SLOPE TO DRAIN N ~ A ARRIER PIPE g
SECTION B-® SUPPORTS AND SPACERS ~ STREAM 0 0. 0 Z ~ _ x
o ~ i FLOW N `^`q~~_`ii,t . i ~ r 1 _ W
N ~ ELEVATION 1" DIA wEEPHOLE ~ .e, , . 30 DIAME x-30" DIAMETER PIPE iB"
1 ~ ~ 57 DRAINAGE PROP.. TEMPORARY ~ f°
TONE 10 CU, F'7, I ( ) } j 1X4 TREATED PI E" TREATED PIPE SKIDS NAILED ECREEK 10' MIN._ 'O~- SEWER STONE DAM ~ ~
a BOLTS: ZINC COATED 4000 PSI GROUTED INVERT ON TO CONCRETE INV STEEL ENCASEMENT PIPE WELDED CONCRETE INVERT OR STEEL I- ~I PIPE ~ ~ O ~
~ LINE AND GRADE (OPTIONAL IF ANGLES NOTES: i RAILS ARE USED) TO TUNNEL. ~LES WELDED ON LINE AND GRADE SANDBAGS ~ ~
~ TUNNEL. ~ ~ ~ SYNTHETIC FABRIC SECTION ® ~ ~ ,
INSULATING A. ARRIER PIPE SUPPORTS SHALL B ADE THE c E M TUNNEL DETAIL ~ LINER
~ OF STRUCTURAL STEEL LOW CARBON HOT N.T.S.
9 SPIDER SUPPORT ROLLED FLAT PLATE ACCORDING TO ASTM A 36/A. NOTES: ~ B'~D AND SPACER » ~
•N B. THE CA1'tRIER PIPE SUPPORTS SHALL BE 1. CHAIN PIPE TO TUNNEL LINER EVERY 20 FEET WITH A MIN. 3/8 ~lN. 3/8" NOTES; ~ ~ (/j
MANUFACTURED BY SPIDER MANUFACTURING, INC. TAM I H TR NGTH CHAIN AN BLOCK AS RE UIRED TO D ETER, H G S E D Q 3 OR AN APPROVED EQUAL, PREVENT FLOTATION DURING THE GROUTING PROCESS. IRED TO 1) EROSION STONE TO BE "CLASS I" RIP-RAP X50=10" UNLESS; DESIGNATED DIFFERENTLY ON PLAN.
ti ~ FINISH: 11 ~ 2) KEY SANDBAGS & FILTER FABRIC INTO CREEKBANKS AND ,INVERTS WHEN POSSIBLE SANDBAGS TO BE MIN. 24'' ABOVE WATER LEVEL.
AN11-CORROSIQN + C. 4 - 16 CARRIER PIPE REQUIRES TWO SPIDER ' N f rn ! ~ SUPPORTS PER SECTION OF PIPE. 2. IT IS RECOMMENDED THAT THE PIPE BE FILLED WITH WATER DURING TER DURING 3) CONVERT TO PERMANENT. CHANNEL STABILIZATION AFTER UTILITY- LINE IS INSTALLED. ~
W I 11 II U " t CARRIED PIPE D. 18 - 36 CARRIER PIPE REQUIRES THREE SPIDER THE GROUTING PROCESS TO HELP PREVENT THE PIPE FROM ROM 4) BACKFILL OVER PIPE `TO BE OF NON-ERODIBLE MATERIAL ;(ROCK OR` STONE).
~ I ~ SUPPORTS PER SECTION OF PIPE. FLOATING DURING THE GROUT PROCESS.
~ 11 n ~ E. 1s AND LARGER CARRIER PIPE SUPPORTS ARE " ~ SKIDS MANUFACTURED AS TWO-PIECE COMPONENTS. 3. A 100+ psi PLOWABLE FILL IS RECOMMENDED FOR GROUTING
rn JTING LQ PIPE INSTALLATION ..ACROSS CREEK
BETWEEN THE OUTSIDE OF THE CARRIER PIPE AND THE INSIDE OF w 8 F. INSULATING LINER SHALL BE EPDM NON-CONDUCTIVE " THE TUNNEL LINER. IF A PUMPED GROUT IS USED, THE MAXIMUM IMAXM~M STATION 84+75
i RUBBER 3/16 ~ 1/16 THICKNESS (ASTM 5 p51.
•a°. I GROUT PRESSURE AT THE NOZZLE SHALL NOT EXCEED 5 psi. SECTION A-A D-2ooo 75E). N.T.S.
4. THE ABOVE IS N T GN AND IS SUBMITTED AS A POSSIBLE POSSIBLE
t I °~"m'°~ SPIDER.DWG ~ CITY OF HIGH POINT e ! OPTION FOR INSTALLATION OF THE TUNNEL AND NEW SEWER LINE. W NORTH rnioi~NA STANDARD DRAWING FOR :WER LINE.
_v._____ THE CONTRACTOR SHALL PROVIDE A DETAILED DESIGN FOR THE "OR THE ~wFFr Nci
ExGG ~XIMCES W"'i SPIDER SUPPORT 234.00 TUNNEL, CARRIER PIPE AND GROUT PROCESS, PREPARED BY AN APPROVED. &y. 1,20a ENGINEER LICENSED TO PRACTICE IN NORTH CAROLINA, AND SUBMIT D BY AN
AND SUBMIT
FOR DUCTILE IRON PIPE INSTALLED IN STEEL ENCASEMENT PIPE FOR APPROVAL PRIOR TO BEGINNING TUNNEL INSTALLATION. ALL 'ION. ALL
DIRECTOR SHEET 1 OF t COSTS ASSOCIATED WITH THIS DESIGN SHALL BE INCLUDED IN THE Q )ED IN THE 18
z PRICE PERLINEAL FOOT OF TUNNEL AND/OR CARRIER PIPE. 'PE.
z
QF 20, HP P35

DESIGN
SETTLED TOP 21" MIN OVERFILL 6" FOR
AKSETTLEMENT
O d 4 FT MIN /� .
18" Oo o .� 2.1 SIDE
5 FT �\ \00 0 -0 0 00 r`` SLOPE MAX EMERGENCY BY-PASS
O O O O O /i 6" BELOW SETTLED
MAX FILL 2' To 3.5' \\ O�0�0"o 0 /
\\/ O 0O �O \� TOP OF DAM
NATURAL
RFACE I:I SIDE SLOPE GROUND
FILTER 36" MIN
FABRIC MAX
CROSS-SECTION
IEA
FENCE AND FABRIC
PERSPECTIVE VIEW BURIED IN TRENCH
�qX 6'x6" TRENCH,
BACKFILLED AND
" COMPACTED
"HOG .WIRE ATTACHED
TO POSTS :WITH. LENGTHS
OF 11VIRE .
HORIZONTAL METAL POST
WIRED SECURELY TO VERTICAL
POSTS
1. DRIVE W STEEL POST AT LEAST 24" INTO SOLID GROUND.
2. USE STAPLES: 1',:APART HORIZONTALLY. AND VERTICALLY TO
ATTACH THE . FABRIC TO THE . HOG WIRE.
3.,:SPACE .THE;'BAFFLES ACCORDING: TO THE APPROVED PLAN.
4. THE' FLOOR: OF:1HE. BASIN IN THE OUTLET ZONE AND BERMS
: SHOULD:BE SEEDED AND MULCHED IMMEDIATELY AFTER THE
BASIN 19'CONSTRUCTED.
BAFFLE INSTALLATION - STEP 1
TOP OF BAFFLE SHOULD BE 6"
BELOW THE TOP OF THE BERM
CLEAN OUT WHEN SEDIMENT
REACHES THIS LEVEL
CUT 6- SLITS IN THE FENCE
FABRIC ALONG THE BOTTOM
WIRE IN EVERY OTHER SQUARE
OF THE HOG WIRE 0
BAFFLE INSTALLATION - STEP 2
BAFFLED TEMPORARY SEDIMENT TRAP
N.T.S.
SEDIMENT TRAP CONSTRUCTION SPECIFICATIONS
1) CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL
VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING
'HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT
PRbPERTY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED
DISPOSAL AREA.
2) ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,
WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT.
OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3) CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE
CONNECTION BETWEEN THE RIP -RAP AND THE SOIL FROM PIPING BY
USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIP -
RAP STRUCTURE AND THE SOIL.
* PLACE THE FILTER FABRIC BETWEEN THE RIP -RAP AND SOIL. EXTEND
THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP 1 OF
THE DAM; OR
* EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLIN OF THE SPILLWAY
FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE
TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SIDE
SLOPES.
4) CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE
SPILLWAY TO FACILITATE SEDIMENT CLEANOUT.
5) ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
6) ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS
A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT
EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION.
7) CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS
SHOWN ON. THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE
OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES. OF. THE
SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR MUST
BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
8) MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED
MIXTURE OF, STONE WITH A D50 SIZE OF 90 INCHES (CLASS B EROSION
a CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14
INCHES:;. THE STONE MAY BE MACHINE PLACED AND THE SMALLER STONES
N WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE
I HARD; ANGULAR, AND HIGHLY WEATHER -RESISTANT.
g ;9) ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS
DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE
CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR
THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET
< SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER
TO CONFINE THE OUTFLOW STREAM.
10) DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE
" BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
I
3 11) STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE
'R SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
C+ CONSTRUCTION.
SEDIMENT TRAP MAINTENANCE
3.
N` INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT
RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS. ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -.HALF THE DESIGN
i DEPTH OF THE TRAP, PLACE THE SEDIMENT THAT IS REMOVED IN THE
DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR
N PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS
M. A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.
W . IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE
DESIGN GRADE. ANY RIP -RAP DISPLACED FROM THE SPILLWAY MUST BE
a' REPLACED IMMEDIATELY. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN
PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE .
_ SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
STABILIZE PROPERLY.
a:
12" NCDOT
#57 WASHER
STONE
3600 CU FT/ACRE AK
Ii _
1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6"x6" TRENCH
UPHILL ALONG THE LINE OF POSTS. MAX. 8' BETWEEN POSTS.
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
FENCE 6" INTO THE EXCAVATED TRENCH.
3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE
BOTTOM OF THE FABRIC 6" INTO THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO
GO THRU THE FENCE AND CANNOT GO UNDER IT.
STEEL POST RE ENCE(REQ'D)
Z FILTER FABRIC ("RE BACKING)
I ! BACKFILL TRENCH WITH SOIL
0 0
> MATERIAL AND TAMPING OR
p WASHED STONE TO 6" ABOVE
�O n< GROUND.
TEMPORARY SILT FENCE
N.T.S.
PIPE OUTLET TO FLAT,
NON -DEFINED CHANNEL
520072111102
CROSS-SECTION
18"
1.5 FT
X
+n
ILTER FABRIC
ARTHEN RIDGE
-0- W/ 2:1 SIDE SLOPES
SLOPE
CONSTRUCTION SPECIFICATIONS
1. INSTALL THE DIVERSION AS SOON AS THE RIGHT OF WAY HAS BEEN
CLEARED AND GRADED.
2. DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL,
3. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.
4. LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD
SPACING OF THE DIVERSION TO USE THE MOST STABLE OUTLET
AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY,
PROVIDE OUTLET PROTECTION.
5. IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS
NOT SUBJECT TO CONSTRUCTION TRAFFIC. STABILIZE WITH GRAVEL
AREAS TO BE CROSSED BY VEHICLES.
MAINTENANCE
PERIODICALLY INSPECT RIGHT OF WAY DIVERSIONS FOR WEAR AND AFTER LY.
EVERY HEAVY RAINFALL FOR EROSION DAMAGE. IMMEDIATELY REMOVE 11
SEDIMENT FROM THE FLOW AREA AND REPAIR DIKE. CHECK OUTLET AREAS '
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD
DRAINAGE IS ESTABLISHED . AND THE AREA ABOVE THE TEMPORARY RIGHT
OF WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE AND
FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, AND
APPROPRIATELY STABILIZE THE DISTURBED AREA.
TYPICAL EARTHEN BERM
N.T.S.
1 L-1 Y 1 1 V I N !-1 1\ 1 y 1 V 1 V L.r V% J I Lr L- 1
EROSION CONTROL PROCEDURE N.T.S.
The contractor shall conform to all requirements of the sail sedimentation
and erosion control laws and regulations of the State of North Carolina as
established and enforced by the Land Quality Section of the North Carolina
Department of Environment and Natural Resources. These requirements shall
include but not be limited to the following:
1. All denuded areas are to be seeded and stabilized within 15 days of
completion of any phase of grading. Should conditions exist unfavorable for
seeding or other intended ground cover, mulch and tack application as
specified below will be required.
2. All erosion control improvements shall be maintained, repaired and kept
working until acceptance of project.
NOTES
1. La IS THE LENGTH OF RIPRAP
APRON
2. d=1.5 TIMES THE MAXIMUM STONE
DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP ON THE
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TALLWATER DEPTH OR
TO TOP PF THE BANK,
WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP -RAP AND
SOIL FOUNDATION.
SECTION A -A rILIcR
BLANKET
RIP -RAP OUTLET P
N.T.S.
TECTION
PIPE OUTLET TO WELL-DEFINED CHANNEL
1
SECTION A -A
FILTER
BLANKET
TEMPORARY PIPE INLET PROTECTION
N.T.S.
Recommended
�
Application Rates (lb/ac)
Seed
10-10-10
Agriculural
Straw
Seeding Dotes
Species
Z
Fertilizer
Limestone
W
"
Winter Wheat
120
mud rompi..ot-oil construction entrances.
Jan. 1 - May 1
Annual Lespedeza
50
750
2,000
4,000
(Kobe)
5. Clear and grade site:
May 1 - Aug. 15
German Millet
40
750
2,000
4,000
Aug., 15 - Dec. 30
Ryegcbin
1201,000
2,000
4,000
Q
�
t!�
FtZ­
SEQUENCE. of CONSTRUCTION
Z
1
1. Obtain grading., permit at. pre -construction meeting on site.
W
"
2. Install. stabilized construction entrance/
mud rompi..ot-oil construction entrances.
uj
3 Clear site enoUdh to Install erosion control .devices:
Ail.
5. Clear and grade site:
6_16k 11 drainage' system.
z
dL
occordance with the specific construction details on this
sheet:
1. Sediment basins and inlet protection devices shall be
cleaned when sediment has accumulated to one-half of the
design depth. of he; .device. The sediment shall be placed
in the disposal area or applied to- the land area. Any
gravel facings contaminated by the sediment shall be replaced
with clean gravel:
2. Rip -rap, silt fence, and earth berm diversions. shall be,
inspected for erosion, displacement, breaks, overruns, and
excessive: sedimentation. These damages shall- be repaired
by returning the device to its design condition.
3. Seeded areas eroded prior to permanent stablzation shall
be regrdded as 'necessary, reseeded and mulched until a
suitable surface is achieved:
t!�
FtZ­
SEQUENCE. of CONSTRUCTION
Z
1
1. Obtain grading., permit at. pre -construction meeting on site.
W
"
2. Install. stabilized construction entrance/
mud rompi..ot-oil construction entrances.
uj
3 Clear site enoUdh to Install erosion control .devices:
4. Install sediment and erosion control devices:
5. Clear and grade site:
6_16k 11 drainage' system.
z
dL
7 Protect all drainage structures
clean
""-
8i Maintain and erosion-: control facilities throughout`
'ec
duration of pro t
9. Seed site.
10. After all areas .have beenstabilized, remove all
�"�
W
d--
temporary erosion control devices.
U_
GENERAL MAINTENANCE PROVISIONS
Inspect temporary erosion control devices after each period
y -
of significant rainfall. Check devices for rills, erosion, or
F_
UJ
,
piping. All areas should be stabilized within 15 working days
after construction in that area:-. Denuded areas shall not exceed
1000 linear feet wit out:' seeding and stabilization. AIL areas"
LL1
damaged prior to establishing permanent stabilization shall be
immediately re-established.
Additionally, the following items shall be performed in
Z
occordance with the specific construction details on this
sheet:
1. Sediment basins and inlet protection devices shall be
cleaned when sediment has accumulated to one-half of the
design depth. of he; .device. The sediment shall be placed
in the disposal area or applied to- the land area. Any
gravel facings contaminated by the sediment shall be replaced
with clean gravel:
2. Rip -rap, silt fence, and earth berm diversions. shall be,
inspected for erosion, displacement, breaks, overruns, and
excessive: sedimentation. These damages shall- be repaired
by returning the device to its design condition.
3. Seeded areas eroded prior to permanent stablzation shall
be regrdded as 'necessary, reseeded and mulched until a
suitable surface is achieved:

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\ \ 11 ~ ~ /i~~~ , ^ ~ ~ ) \ \ ~ ~ ~ ~ 1
~ l Ili r ^ ~ ~ - ~ ~ ~ ~ ~ \ \ ~ ~ ~ ~ ~ ~ I I f ~ ~ ~ I I 1 NOTES: ~ ~ II ~ / l
I~ ~ \ ~ ( / ll ~ ~ ) 1 /
PROP. GRAVI SEWER ~ v ~ , l lj /ll~l h r l 1 ~ / \ v t ` I ' ~ Vv 1 ~ \ \ 1 1 1 ~ ~ v v~ `t~,/ ~~I; ~ ~~~///f. ~ CONTRACTORS WILL BE LIMITED TO~ WIDTH OF EXISTING ~~il ~ f /
SHEE 6 / i lllr L~ v I ~ ~ r _ v ~ I l l 1 ~ ~ l i 1
~ ~ i / Ill //I l a ~ \ \ \ ~ / /i 1 1 1 I 1 ~ 1 ( 1~ l ~ ~ ~ f GRAVEL DRIVE FROM END OF STACK ROAD STA. 10+00 TO rJ r, r ~ ~ 1 0 ! \ / / STA. 15+30t CONTRAC OR WILL NEED 0 REINFOR.
~ 1 / ~ / //lull l/l { r vvv ~A \ . ~ ~ 1 ~ - ~ ~ ~ 1 ~ ~ / .I l l J s~ ~ v ~..r,~ ~ ~ ~ v ~ ~ ~ / I ~ i / illl /p/ l ~v~~ ~ vv ~ ~ / / / ~I I ~ ~ ( ~ ~ ~ T T CE AND;: I~ ) ~ l l1 / ` \ ~ ~ ~ V/~~~ll i MAINTAIN GRAVEL DRIVE AS NECESSARY. h~~ / ~ - N ~ ~
11 - / Illllllf I vv~ ~ \ v I I / ~ l/I ~ ~ ~ ~ ~ [I I ~ ~ / 2.DAMAGE TOASPHALT PORTION OF STACK ROAD WILL EE ~ ~ ~ ~ 1/~
1 ~ _ / i l l II l l x v \ ~ \ ~ ~ ~ ter. A ~ 1 \ ( I ( / l 1 , \ ~ ~ ~ l \ ~ ~ ~ i- ~ I~ I ~ ~ - THE RESPONSIBILITY OF THECONTRACTOR, .i ~
VA ~ / 11 v / / / ~ ~ / 1 S ~ ~ A \ \ \
\ i ~ v /1 ~ r ~ ~ \ S ~ A ~ v I ~ 1 \ I I ~ ~~1 /~jl ~//l/3~: ~CONTRACTOR'TO ~AfNTAIN-ACCESS TO PROPERTY OWNERS':.-'~1~~' /
SHEET 5 s / / ~ , ~ ~ , ~ / , ~ \ ` \ \ / / - ~ r ~ ~ ~ ~ ///ii/ { l ~ ~ I ~ 4 p ~ ~ ~ ~ - \ \ I ~ 1 \ l I 1 r ~ I ~ ~ ~ / (l( AT .ALL TIMES. ~ / / ~ f ~1 ~ 1
E Y ~ \ ~ \ i ~ / 11 / I I pP~ 3 MAR R ~ ( l \ ` 1 \ L ~ ~ ~ A - ///l l I ~ ( / / ~ ~ - \ ~ ~ I ~ ~ / I ~(T / / ~ ~ ~ A ~ A ~ t \ ~ ~ 1 ~ 1 ~ / III / 1 j~l ~ 4. ~ EXISTING BARBED WERE FENCE FEZOM ST. 10+00 TO STA. ~ ~ ~ / / ~ ~ ~
0 STRU TlDN V~~ ~ l /I// +a I/ j ~ l i ~j A~~ ~ ~ A~~ 1 \ / /r ~ ~v i vvv~ 11~ iii / / ~1 i I l/t /l ( I I 1 ~ ~A v~~ i i ~ ~ I (1 ~/1 ~ / f 1, ' t ~(I l ~ 15+4:0 TO BE`REMOVED AND REP~aCED. ~ ~~/1 ~ ~ I 1 11,E
CCES # 1 ~/i//rr/ l ~ 1 I l 1 / / ~ l ~ ~ v i ~ L ~ \ ~ \`~J
~ / ~ ~ I ~ / ~ /
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