20070112 Ver 1_Site Plan_20070117

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ESTABLISHING VEGETATION ~ ,~o
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL pISTURBED AREAS. ~ V ~
LIME SHALL BE DOLOMITIC AGRICULTURAL GROUNp LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM ° OXIDE. VARIES :r ,RTES :
FERTILIZER SHALL BE STANDARD COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS. ALL FERTILIZER SHALL BE ~ ~ ~ ~ h ~ : Q z
DELIVERED IN BAGS BEARING TF1E MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE ~'°i- m
WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, TWE FERT1LiZER SHALL BE STORED IN A MANNER WHICH WILL ~ -O NOT ALLOW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS. G EXIST, CMANNEI -EXIST, CHANNEL SLGPE ~?O ..:;~,.-!4~ ~ ~
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AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL GON5IDERATIONS, PURITY OF CRUSHER RUN CAPACITY OF PIPE CUL hERT o~j GRASS SEED SHALL BE SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY-FIVE COURSE AGGREGATE EQUALS BANK-FULL FLOW ~ EXIST, CREEK EXIST, CREEK WIpTM ~ CO ~~\~G r I,I~~+~e ~~e,'
PERCENT, THE SEED LABEL SHALL BE A "CERTIFIED SEED" LABEL, 6 DEEP OL f"~""~
MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUITABLE ANp APPROVED MATERIAL 7/2 DIAMETER OF PIPE CLASS 'B" STONE COVERED ~ V~i~ o ~
OG _ C PREPARATION OF SEEDBED OR 12" WHICNEI~ER iS GREATER ~ BY LARGE ANGULAR ROCK
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE, THE AREAS SHALL BE PREPARED BY MEANS OF a g„ #57 S70NE OR ~ , ~cy:~,u~`~n$~rt, 0 ~.n ~t~,ot`~ ~ ~ ~ _ ` Cr
T A MINIMUM DEPTH OF THREE INCHES, DISKING AND CR055-DISKING, HARROWING OR OTHER APPROVED ~ a DISKING 0 C V D T F PR PARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED THREE-INCH DEEP o ~j--~~ D o ME MODS 0 E ~ ~ , ~ ~ EXIST. CREEK FILTER FABRIC ~'A ~ ` ~ ~ n `l
SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL o U n~~O ~ ~ ~ ~n TH P . SEEDBED SHALL BE APPROVED o ~I C~ ~ ~ O a BOTTOM SURFACE RIP-RAP LINING, "M~~oo ~ ~
IN PLACE RATHER THAN PERMIT IT 7O ACCUMULATE A7 THE FOOT OF E 5L0 E PRIOR 70 PLANTING THE SEEP, PRIOR TO THE LAST TILLAGE OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST ; I~,.. ._.r O SEE EROSION ~ - ~ - ~ CONTROL PLAN ~ _ - STONE SIZE VARIES ~'~-~o_~"~..~:''~;~~,'~~;;~:..~~:,~•~~~~
WITH AN APPROVED SPREADER OVER THE SEEDBEDS IN ACCORDANCE WITW THE APPROPRIATE SCHEDULE. = - - = it FOR PIPE SIZE R PARED AND APPROVED BY THE ENGINEER, THE MIXTURE OF GRASS SEED, A5 - - ~ ~ I-- coarse aggregate ~ ~o„ o r ~j„'
AFTER 7HE SEEDBEDS HAVE BEEN P E I= I ~ ~ - - 4 J - - - N SPECIFIED SMALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED - - ~ C j = _ - ~ , - ~ _ - I Z cL. >
Y N -HALF {NCH AND THEN COMPACTED BY MEANS OF A CULTIPACKER - ( , - INTO THE SOIL TO A DEPTH OF APPROXIMATEL O E - - - CONTRACTOR SHALL INSTALL S - - - - _ ~ T- MALL INSTALL SEWER LINE DURING DRY
ROLLER OR OTHER APPROVED EQUIPMENT, - - _ = i WEATHER ONLY, RIP--RAP LINT - _ _ _ - ~ - ( IMMEDIATELY FOLLOWING PLACE .1- RIP--RAP LINING SMALL BE INSTALLEp Q )LLGWING PLACEMENT OF LINE, RIP-RAP ~ W
ESTABLISHING TEMPORARY' VEGETATION ---III-III--III--III-III-III-III-III-III-III-I I' STONE AND PLACEMENT DEPTH ACEMENT DEPTH SMALL BE OF 51ZE INpICATEp Washing - If conditions at the site are such that most of the mud and sediment `,l
THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE R ANC WITH THE PREVIOUS SPECIFICATIONS ON PLAN SHEET AT LOCATION THAN 30 WORKING DAYS BU7 LESS THAN ONE YEAR SHALL BE IN ACCO D E TAT LOCATION OF CHANNEL CROSSING. are not removed by vehicles traveling over the gravel, the tires should be washed. Washing shouid be done on an area stabilized with arushed stone that ~
AND THE FALLOWING APPROPRIATE TEMPORARY SEEDING SCHEDULE. TEMPORARY SEEDING SCHEDULES FOR THE PRQFILE drnins into a sediment trap or other suitable disposal area, A wash rack may also
PIEDMONT AREAS ARE AS. FOLLOWS:
APPLICATION RATES (LB/AC) FLAW A P DITCH ~.I N 1 N G be used to make washing more convenient and effective,
RECOMMENDED SPECIES SEED 10-10-10 AGRICULTURAL FERTILIZER LIMESTONE CLASS 'B" STONE COt/ERED SEEDING DATES 120 750 2000 ~ BY LARGE ANGULAR ROCK N.T,`, - Construction ~Q n
JAN 1 MAY i RYEGRAIN ANNUAL COURSE AGGREGATE N.T.S, Specifications Clear the entrance and exit area of all vegetation, roots, and other objec- ~ cw N ~ ~
P DEZA KOBE 50 LES E ( ) ~ r,[ j MAY 1 -AUG 15 GERMAN MILLET 40 750 2000 tionable material and properly grade it. C!~ ~ co ~ U
~ Q ~ - AUG 15 -DEC 30 RYEGRAIN i20 1000 2000 , . ~ 2. Plnae the gravel to the specific grade and dimensions shown on the plans, and ...J d Z ~ ~ z
ATIN ooo 0 00000 aoo o aa~o 0 oa0o0 ao 0~ o° ESTABLISHING PERMANENT VEGET 0 smooth it. ~ ~ C0 00
NT ING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS OR 90 CALENDAR 0 0 0 o a o a o 0 o a o a o o;a ado 0 0 a 0 0 0 0 0 0 0 TH PERMANE SEED E caz^`Qn 3, Provide drainage to carry water to a sedment trap or other suitable outset, W J o ~ r~
RAGE 15 REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE o 0 o a o 0 0 0 0 0 0 0 a 0 aoo .a ~ a 0 0 0 o a o a~ o .a o DAYS AFTER FINAL G PRIATE PERMANENT SEEDING SCHEDULE, o o a o o a n o 0 0 0 0 0 o`c>~ 0 0 0 o a o`~ a s o 0 0 0 0 0 FOLLOWING APPRO o~ a O ~ ~w S'
LOW MAINTENANCE AREAS ARE MOWED INFREQUENTLY OR NOT A7 ALL ANp DO NOT RECEIVE LIME AND FERTILIZER ON o 0 o aoo rgc~ a 0 0 0°~ o. o S o ~ 4. Use geatextile fabrics because they improve stability of the foundation in ~ ~ _ ~ X ~
A REGULAR BASIS. SUCH AREAS MAY INCLUDE STEEP SLOPES, STREAM OR CHANNEL BANKS, AND UTILITY o 0 0 0 0 0 0 0 ~ a o o to a~ o o a n. EASEMENTS, oooa o 0 0 000 0 o ao oo~0 000000 00 oaaa locations subject to seepage or high water table. ~ ~ d
PIATINRATES LB AC ~ o0o anooao ooocoo o aoa°o`do 000000 ~ o AP LC 0 ( / ) , o a 0_ _
I SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES 0 0 0 0 0 0 0 0 0 0 o a c o 0 0 0 0 0 0 0 °oaa0 0 0 0 0 0 0 0 0 a o Q o o, TALL FESCUE 80 100 ' ~ w ~ ~ Maintenance Maintain the gravel pad in a aondition to prevent mud or sediment from leav- I ing the aonstruction site. This may requuire periodic tnpdressing with 2-inch
30 U E ONLY UNSCARIFIED SEED AFTER AUG 15 " ` l-`~ SERICEA LESPEDEZA 20 (S ) ~ ~;~\1 (~r • Q ~ ci stone. After each rainfall, inspect any struature used to trap sediment and alean
P A 10 10 ~ u ~ \ G KOBE LES EDEZ it out as necessary, Immediately remove all objectionable materials spilled,
10-10-10 FERTILIZER t000 1000 AGRICULTURAL LIMESTONE 4000 4000 r washed, or traaked onto public roadways.
TOP OF BANK TOP OF BANK
ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED AS FOLLOWS: TEMPORARY CONSTRUCTION ENTRANCE `r
N RATS LB AC ~ STREAM CHANNEL , APPLICATIO E ( / ) T RYEGRAIN 25 MlN ~'S M1N. HULLED GERMAN MILLE
BERMUDAGRASS N.T.S. r V~
FEB 15 -MAR 21 40 PLAN l/IEW MAR 21 -MAY 1 15 ~ 40
MAY 1 -JUNE 15 15 10 C~NS~RUCT~~N ,~EQ~E~CE
JUNE 15 -AUG 15 10 AUG i5 - OCT 25 40
QCT 25 -FEB 15 40 f~
HIGH MAINTENANCE AREAS ARE MOWED FREQUENTLY, LIMED, ANp FERTILIZED REGULARLY, AND EITHER RECEIVE INTENSE h CLEAR SITE; US OR RE DIRE MAINTENANCE TO AN AESTHETIC STANDARp, SUCH AREAS MAY INCLUDE ATHLETIC FIELDS, HOME 2 PLACE REQUIRED STABILIZATION STONE DOWNSTREAM DF CONSTRUCTION TD PROt/lDE A TEMPORARY
E Q R H S AND RECREATIONAL AREAS. DITCH CROSSING WHILE STILL PASSING FLOW THIS STONE SHALL BE USED FOR STABQIZA 110N AFTER LAWNS, PARKS, SCHOOLS, CHU C E , ~~~~~o~
APPLICATION RATES (LB/AC) CONSTRUCTION, YET A0011IONAL STONE MAYBE REQUIRED TO PROl90E FOR THE DITCH CROSSING MAXIMUM PLACEMENT OF POST USING HOG'MRE WITH ~ ~ ~ W ~ O Q
SEEDING MIXTURE: FEB 1 -MAR 31 MAR 31 -AUG 20 3, CONSTRUCTION WITHIN THE DITCH BANK SHOULD BE DONE IN A TIMELY MANNER WHEN NO EXCESSIVE AUG 20 - OCT 25 AUG 20 -FEB 1 FLOW IS PREDICTED. THE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE THAN A 48 HOUR APPROVED EROSION CONTROL FABRICS TO BE 10 FEET, VARIES {SEE PLAN) W U ~
BLEND OF 3 OR MORE TURF-TYPE TALL FESCUES 2QD-250 W SHALL BE CONTROLLED BY A TEMPORARY STONE DEl9CE AT THE DOWNSTREAM „ MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING Z~'- MIN. °'j p ~
KOBE LESPEDEZA 30 PERIOD, AND FLO 1, DRIVE STEEL P05T 24" ENTO Gf 10-10-1D FERTILIZER 1000 1000 END AT ALL TIMES DURING CONSTRUCTION WITHIN THE DITCH BANK. TH LINE OF PO T 24 INTO GROUND AND EXCAVATE A 6x6 TRENCH APPROVED EROSION CONTROL FABRICS 70 BE ~ E LINE OF POSTS. MAX, 8' BETWEEN POSTS. s FEET To s FEET APART. ~~~~,o°~~~o~~~~~ PosT ~ ~ ~ w
IM T N 4000 4000 4, AFTER CONSTRUCTION AND BACKFILLING WITHIN THE DITCH BANK, THE DOWNSTREAM STONE DEt/!CE UPHILL ALONG E AGRICULTURAL L ES O E JCE TO POSTS AND EXTEND THE BOTTOM O(` THE POST METAL T-POST 5 FEET OR 6 FEET IN HEIGHT SILT-FENCE ~o~~ ~p~0~0~~0~0~C a SILT-FENCE ~ z ~ ~ W W
NITROGEN(TO BE APPLIED AUG 20-FEB 1 ONLY) 40 SHALL BE USED TO PROVIDE THE REQUIRED PERMANENT STABILIZATION STONE; lF THE DITCH STILL 2. ATTACH WIRE FENCE TO POSTS REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP-RAP MUST BE PROVIDED FENCE 6 INTO THE EXCAVATEC -iE EXCAVATED TRENCH, DEPENDING ON FILL SLOPE, nVER HOG WIRE ~8~`~~~° ~ OVER HOG 1MRE ~ ~ ~ ~ W q a
MULCHING ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS 3, ATTACH THE FABRIC TO THE W RIC TO THE WIRE FENCE AND EXTEND TWE a o a ~ ~ ~ ~
MULCH SHALL BE WHEAT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000 T ALL SEEDED AREAS. MULCH SMALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF 5, AFTER CONSTRUCTION IS COMPLETED ALL TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AND BOTTOM OF THE FABRIC 6" TNT POUNDS PER ACRE 0 =ABRIC 6" INTO THE 1~RENCH. FABRfC 36 INCHES IN WRDTN {MUST MEET ENGINEERS SPECIFICATIONS FOR EROSION CONTROL)
MATERIAL MULCH SMALL BE APPLIED IMMEDIATELY AFTER 5EEpING AND PREFERABLY ON THE SAME WORKING DAY AREAS WITHIN THE DITCH BANK SHALL BE UNINHIBITED BY STONE USED FOR STABILIZATION 4. BACKFILL. THE TRENCH AND CO m ENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR }
THAT THE SELECTED AREA I5 SEEDED, ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING BY CRIMPING A DULL DISK HARROW SET 50 IT WILL NOT COVER THE THE BOTTOM OF THE 51LT FEN( WITH A MULCH ANCHORING TOOL, ON STEEP SLOPES, USE THE 51LT FENCE SO THAT RUNOFF IS FORCED TO STONE ~4 WASHED STONE TD BE PLACED 12 INCHES
MULCH, GO THRU THE FENCE AND CAN'. G S A V T A VCE AND CANNOT GO UNDER IT, DEEP AT SILT FENCE TOP VIEW NOG WIRE
METAL FENCE POST Z
MAINTENANCE AND RESEEDING THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS~UNTIL ACCEPTANCE OF THE WORK, BY WATERING, MOWING, AND 51LT-FENCE., SILT-FENCE FENCE P05T SILT-FENCE
WEEDING, ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER, SHALL BE RE RE ENCE I ~ OVER NOG WIRE OVER HOG WIRE {REQ'D W/BURLAP ONLY) a.
RETREATED FOLLOWNG THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES, Si'EEL P05r I WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFILLING WITH TOPSOIL AND 1.5 FT, M ~ MIN. U}
RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN, 7< ~ Q FABRIC r 2 r x _ W
~ ~ z 'g (NO WIRE FENCE REQ~D) A , SOW 1,0 FT, tr ~ d ~ r ~ ~ ~ ~ 0 0 i~"
1~ . o 0 TEMPORARY SEEDING SPECIFICATIONS ~o _ ~ ,.i~. I I BACKFILL TRENCH WITH SOIL SEDIMENT
FpR THE PIEDMONT ~ ~ ~ ~ t M (MATERIAL AND TAMPING OR CONTROL STONE tD~, ~ STRUCTURAL STONE 1.5 FT,
Application Rates (Ib/ac} o °i a rf <WASHED STONE TO 6" ABOVE S„ MIN. ~l W 0 0 0 o GROUND, N FRONT VIEW Q
Recommended Species 10-10-10 Agriculurol Straw ° o ; Seeding Dates Seed Fertilizer Limestone
t p n r. CROSS SECTION
Winter Wheat 120 0 ~\v~\'~ I I STRUCTURAL STONE SHALL BE ~
Jan, 1 - Ma 1 Annuoi Lespedeza 750 2,000 4,000 y 50 ~ (Kobe) v (CLASS "B" S70NE FOR EROSION
CONTROL PURPOSES.
Mo 1 - Au . 15 Germon Millek 40 750 2 ppp 4,000 Y 9
Au , 15 -Dec. 30 R e rain 120 1,000 4,000 P R A R Y t z aoQ T~M Q 9 yg , aRARY SILT FENCE TEMPORARY STONE OUTLET
N. T, ~ N.T.S. N.T.S.
SEQUENCE of OONSTRUCTION
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1, Obtain grading permit at pre--construction meeting on site, ~ ~ J
2. Install stobiiized construction entrance/ mud ramp at all construction entrances,
3. Clear site enough to install erosion control devices, Z Z ~ Q
4. Install sediment and erosion control devices,
5, Clear and grade site. m U~
6, Install drainage system, Z I°° ~
7, Protect all drainage structures, E 8. Maintain and clean erosion control facilities throughout C7~0-O
0 ~ duration of project.
9, Seed site, ~ ~ ~ ~
I , 10. After all areas hove been stabilized, remove all
~ temporary erosion control devices, q tJW~Z
N =W~
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N a GENERAL MAINTENANCE PROVISIONS o`~Wz
Inspect temporary erosion control devices after eoch period
of significant rainfall. Check devices for rills, erosion, or ~~~C~
I piping, All oreas should be stabilized within 15 working days EROSION CONTRpL PROCEDURE
3 after construction in that area, Denuded areas shall not exceed ~->oa
The contractor shall conform to nll requirements of the ~ 10DD linear feet without seeding and stabilization, All areas ~~~w
a soil sedimentation and erasion control laws and regulations lama ed riot to establishin ermonent stabilization shall be ~ 9 P 9p oft d
~ of the State of North Carolina as estabflshed and e o ce "o immediately re-established, b the Land Qualit Section of the North Corolina
Y Y ~ Additionally, the following items shall be performed in Department of Environment and Natural Resources. These
~ accordance with the specific construction details an this requirements shall include but not be limited to the
sheet: following.
0 1. Sediment basins and inlet protection devices shall be
~ cleaned when sediment has aacurnuloted to one-half of the 1, All denuded areas are to be seeded and stabili2ed within w
~ desi n de th of the device, The sediment shall be ploced 15 days of completion of any phase Qf grading, Should ~ 9 p
'o in the disposal area or applied to the land area, Any conditions exist unfavorable for seeding or other intended a
~ gravel facings contaminated by the sediment shall be replaced ground cover, mulch and tack applicotion as specified I ~ v I below will be re uired, I i with clean gra e , q
r 2, Rip-rap, silt fence, and earth berm diversions shall be SHtt I NU.
o inspected for erosion displacement breaks overruns and 2. All erosion control improvements shall be maintained, ~
a excessive sedimentation. These damages shall be repaired repaired and kept working until acceptance of project. r
by returning the device to its design condition.
w 3. Seeded areas eroded prior to permanent stablizotion shall 6
< be regraded as necessary, reseeded and mulched until a
z suitable surface is achieved,
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4 1, THE EXISTING PUMP STATION AND WET WELL SHALL BE ABANDONED 3' BELOW GRADE AND REMAINDER OF STRUCTURES ARE TO BE W W ~ W
BACKFILLED WITH MATERIAL COMPACTED TO 95~ DENSITY. ~ Z ~ ~
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, 3o CONSTRUCTION ~ ~ 2. BEFORE COVERING STRUCTURES CONTRACTOR SHALL REMOVE ALL Q C~ ® ~
~ ACCESS CORRIDOR EQUIPMENT AND DISPO5E OF THE EQUIPMENT AT HIS EXPENSE, ~ W ~
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1 TAX PARCEL N0. 18-82-7-23 TBM NAIL ~ ~ ~ I ~
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STA: •34+.4&A~3' S . 1 ~
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STATIO TO BE ABANDONED ~ ~ ~ ~ l st'_..., ate..
25, ~ \ ~ ~ _ ~ ~ , RIP-RAP DITCH LINING, _ . ~ ~ H h.
16 D.LP:. ~ ~ ~ ~ _ -10 MIN PTH=1 ~ \ d5o . DE 5 , ~ F^~ _
~ 1 ~ •-IF FLOW PRESENT, CONTRACTOR _ _ _ . _ a
~ ~ \ ~1~\ N TA V RT PIP ~ ~ , _ ~ _ TO I S LL 36 CUL E E , ~ ~ `1 1 PER DETAIL ON SHEET 7,
BOBBY RAY GLOVER ~ ~ ~ ~ _ _ TOP OF EXPOSED
TAX PARCEL 18-83-3--2 EX. SMH ~ ~ \ ~ FM EL=750.97 TOP=767.22 F~f l ~
D.B. 1469, PG. 584 - 9~ / , _ INV.-76290 ~ EXISTING FORCE MAIN - ~ ~ ~ ~ ~ ~ O
DEPTH=761,13 ~ TO BE ABANDONED _ . _ . _
TO REMAIN tiTF
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PROPOSED IMPROVEMENTS TO SEWER LINE TO BE OONSTRUCTED AS PART OF ~ 0 0 0 ~ N ~
. _ _ _ . DEEP RIVER OUTFACE CONSTRUCTION AS SCALE: X99 = 40' NORIZ.
ORIGINALLY PROPOSED, SEE SHT, 14 OF 1" - 4' VERT,
. _ ~ . _ _ _ ~t DEEP RIVER OUTFACE PLANS FOR 16 -
780 760 _ , . LINING OF EXISTING 33" OUTFACE, 7~0
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~ _ ~ EXISTING AERIAL PIPING ANp ~ -L_' G . , ,V _ _ _ ~ ~ p~7 ~ MANHOLES TO BE REMOVED a (k. r ~ M
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STA 110+60 - - . / _ ~ _ - _ _ - _ - , - , - , , /C S~rRUr,Tlo~1 cnR, to I I I- \ _ / P ~ ` ,PROP, 45~' ~`C~ufPORA l~' ~ ~\\b~~~ ~ ~ - ` ~ r
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/ ~ ~ ~ S STA 20+88,9~~ ~ ` ~ \ l I 50= I , ~ ~ ~ ~ \ ~ ; ~1 ~ ~ llll~j~ IF FLOW PRESENT, CONTRACTOR
/ / / I I ~ \ ~ ~ ~ ~ I 1 ~ ~ lll~~~ TO INSTALL 24 CULVERT PIPE
I ~ ° ~ \ II , . ' f,,- I I _ / _ - , ~ ~ i / / PREVIOUSLY PF ~~EVIOUSLY PROP,pSED ~ ~ ~s ~ J ~ r r ~ llll//~~j PER DETAIL ON SWEET 7,
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" ~ ' , ' - - ~ mil/ , ~ _ ~ , _ ~ , ~ ~P E , USLY~PROPOSED _ - " / ~ / , ~ ~ _ ( , ' , NOT BE C NST GNAT R ~ _ , )T BE CONSTRUCTED ~ S ~
1 ~C NNECTIONv~'H LL l ._-----S / / 5
~ - - - - 1 ,1 ~ ~ _NOT1 ~ E CONSTRIJC~T D.~-~ ~ ~ , ~ , - _ , ~ r / / ' / ~ EXISTING AERIAL PIPE5 & REMOVE o ~ ~ d ~ ~ ~
PIERS TO 8E REMOVED ~ ~ ~ EX, MANWOLE ~ ,
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~ ~ S i - / ~ _ ~ ~ 111 I ~ _ , 1 _ ' CEO / - ° , a ~ ~ _ II ~ ~ - S -A ~1' +7~7. 4? _ , / PROPOS p IMPROVEMENTS TO SEWER t A ~ i , _ - r ~ TO SEWER STREAM OISTURBANC PTO BE NO REMOVE ~ ~ d GREATER TWAN 15 EASURED
T14N, ~ ~ l { / ~ ~ r`' - ' ~ \ ~ \ 1111 ~ ~ ~ . ~ i°-~-- ' / ~ _ _ - LINE TO BE GONSTRUCTED AS PART Off' ~ - / I ~ ~ , ~ ~ ~ I lr -EX; S 5EVji~t M DEEP RIMER OUTFACE CONSTRUCTION A~ ,gyp ~ I i' ICJ.- i AS PART Off' EX. SAN, SEWER MN o 0
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GENERAL CONSTRUCTION NOTES:
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1, ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM 4, PROPERTY IRONS, MONUMENTS AND OTHER PERMrNENT POINTS OF ~ Z a
AVAILABLE RECORDS AND ARE APPROXIMATE ONLY, CONTRACTOR TO REFERENCE DISTURBED/DESTROYED BY THE CONTRACTOR SHALL BE ATION OF ALL EXISTING UTILITIES BEFORE BEGINNING NA LAND SURVEYOR AT THE CONTRACTOR'S P ~ ~
VERIFY THE LOC REPLACED BY A PROFES510 L CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL EXPENSE, h= ~O
BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER,
CONTRACTOR TO NOTIFY N.C. ONE-CALL CENTER AT 1-800-632-4949 BEFORE YOU DIG ! \ J ) , rye, s i?~4,, YOU DIG ! J ~ ~ ~ ~
PRIOR TO EXCAVATION, CONTRACTOR SHALL NOTIFY ENGINEER 5, CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASPHALT, CALL 1-800-832-4949 )0-632-4949 ' ~
IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SMALL BE REPAIRED N.C. ONE-CALL CENTER CALL CENTER
OBSTACLE REQUIRING A DEVIATION FROM THE PLANS, AT NO ADDITIONAL COST TO THE OWNER, ITS THE LAW ! -IE LAW ! ~ ~1 ~ ~
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2, ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING R M R IN MUST BE STABILIZED PRIOR TO REMOVING COFFER 6, ALL ST EA C OSS GS
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE DAMS STABILIZED IN THE DRY , ' ~
t ) REPLACED WITH 15 RCP, ALL DRIVEWAY PIPES OF SUITABLE SIZE
DISTURBED DURING CONSTRUCTION SMALL BE REINSTALLED BY THE
NTRACTOR, ALL COST OF REINSTALLING EXISTING DRIVEWAY PIPE, 7. DE-WATERING OF STRUCTURES WITH SEDIMENT-LADEN WATER DIRECTLY TO CO
REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING STREAMS WILL NOT BE ALLOWED,
CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF ' ~ Z Z ~ ~ ~ PI~t~J~GT t.~ w ~t
WATER AND/OR SEWER MAIN INSTALLATION, ALL EXISTING PIPE THAT IS 8. CONTRACTOR SHALL UTILIZE HEAVY CONSTRUCTION/EQUIPMENT MATS IN REPLACED WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CONTRACTOR, WETLAND AREAS.
DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BE ~ L(JCATION ` ~
PROVIDED WITH PROPER INLET AND OUTLET PROTECTION, ALL COST OF
PIP IN T AND OUTLET PROTECTION SHALL BE INCLUDED IN 9, ALL MANHOLES ON THE EXISTING OUTFACE SHALL BE EITHER ABANDONED DRIVEWAY E LE 0.
I AR F OT OF SEWER MAIN INSTALLATION, OR REMOVED, AS INDICTATED ON THE PLANS, SEE DETAILS IN DEEP THE COST PER L NE O RIVER OUTFACE PLANS,
LL ~ ~ Q N ~ ~ U
3. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL 10, ALL DIP PIPE SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY, DRIVEWAYS AFTER CROSSING, TWO WAY TRAFFIC SHALE BE MAINTAINED
AT ALL TIMES DURING CONSTRUCTION, ALL WORK DONE WITHIN NCDOT ~ JZ~~?
RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED 4, cO t~.
ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DISTURBED ~ ~ w ©Z^~A
SIGNS, MAIL BOXES, ETC, CONTRACTOR SHALL RESEED ANY DISTURBED AREAS IN ACCORDANCE WITH SPECIFICATIONS,
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