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IMENT BASIN 1NFOE~MATION SED EXISTING ROAD 1Q' 4' 36' MINIMUM ~ ~ N
' ARR L BARREL FLOTATION BLOCK BASIN D S,A, REQ D, S.A„ PROVIDED VOL, REQ D, von. PROVIDED TOP DAM SPILLWAY EMERGENCY BERM TOP RISER BARREL INV, BARREL INV, RISER B E ~ N
N0, `fs t s . f cu, ft, n.) ELEV, FT, ELEV. FT, sPIUwAY WIDTH ELEV. FT IN ELEV. FT OUT ELE . I IN SIZE iN L SLOPE IM N ONS FT
808,0 807,0 1' x 10' 6' 806,0 802.A 800.0 24 P3 12 P3 50' 4,0'~ 3x2x1,25 i 2, 1133 1152 2,160 3,456 ( ) ( ) / . ~ 6" ~
' 7 7 0 60' 3,33` 3x2x2 ,6 440 2 450 4,680 7,350 806,0 805,0 1 x 10 8 804.0 800.0 5 , 30 {P3} 18 {P3} / 2 5 2,
' N A 814,0 N A 60 P3 N A 3x2x1,25 HUMP TO DIVERT RUNOFF M Z FROM EXISTING ROAD H
7 , 2 00 33 800 18,000 169,000 N/A N/A 1 x 10 / 815,0 / ( ) 36 (P3) / ~ 5 3 3 ,8
~~Z
BERM WIDTH
TRASH GUARD .EMERGENCY SPILLWAY ~ ~ ~ 5,
5'
RISER PIPE FOR t' MIN, ~ , FREE80ARD {SEE BASIN SCHEDULE) ~°`~i''~ ° ~'N ~
N P LLWAY . ~ , ~ ,.h..„ NOTES; qRl CI AL SPI (SEE PLAN FOR SIB 7 MAX EMBANKMENT STA9WTED
fT 1 ~ 1 ~ • ~ 1. RIRAP SHALL 8E CHECKED AFTER EACH RA{NFALL W/ SPECI C BASSINI t R.FtI~.. P.4AG...IN,. t WITH VEGETATION
o a R, ~,v PA , TO ENSURE AGAINST EROSION AND SHALL BE REPAIRED AS REQUIRED, r 2 0~ i ` ~ i 2. SEDIMENT SHALL BE REMOVED WHEN DEPTH qF SEDIMENT REACHES
t 1 2 HEIGHT OF DAM, ~ / HF
` 3. RIPRAP SHALL BE REMOVED AFTER AREA IS STABILIZED, PRINgPAI ANTI-SEEP COLLAR TABIUZED F A R THROUGH PIPE,
DRAINAGE HOLES 1NTN 7 SPILLWAY BARBELL (MIN, PROJECTION 1.5) OUTLET TO ALLOW UNOBSTRUCTED FLOW 0 STORM W TE P FRSI STONE FR.1ER, HOLES CRETE ANCHOR (SEE LAN 0 ZE w
PLACED sa 8" o,C, ARDUN4 (gEE PLAN FOR SIZE W/ SPECIFIC 6A51N 6 HUMP TO DIVERT RUNOFF ~ ~ ~ FROM EXISTING ROAD ' ~ Z
CIRCUMFERENCE AND W/ SPECIFIC BASIN t;VERY 6 VERTICALLY 2"-3" COARSE AGGREGATE-~ H
(RAILROAD BALLAST) r~ a
l~ ~ as
W ~
NOTES;
1. A STABILZEp PAD OF CRUSHED STONE SHALL BE LOCATED WHERE r``~~'~ ~
RIPRAP APRON SIZING TRAfFIG WILL BE ENTERING OR LEAVING A CONSTRUGTIQN SITE TO OR ~ , ~i~°.,,~ ~
ULE TEMPORARY SEDIMENT TRAP SCHED OUTLET PIPE OiA. APRON LENGTH APRON IDTH (W) RIPRAP SIZE FROM AN EXISTING ROAD. e r w
TRAP DISTURBED LENGTH ,WIDTH DEPTH WEIR Do La W = Do + Lo NO. { ~ 3 x Do { ~ duo d~ Thickness 2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST. • ~
NUMBER AREA (ACRES) (FT,) (FT.) (FT,) LENGTH 3, THE ENTRANCE SHALL BE MAINTAINED IN A CQNDITION WHICH WILL : Q;'~
SED, 12" 3' 10' 13,0' 6" 9" 14" BASIN 1 C ~ PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
OR EXISTING PAVEMENT, THIS MAY REQUIRE PERIODIC TOP DRESSING • WI1H AD ITT NAL STONE AS CONDITIONS DEMAND AND REPAIR ANp OR ° • ° p0
SED. " ~ ~ " " 2 18 4.5 10 14,5 6 9 14 ASIN CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT, ~iii~n~~~```
SED, ~ ~ ~ " " " 4. All 5EOiMENT SPILLED, PROPPED, WASHED (kT TRACKED ONTO PUBLIC
42 10.5 30 40.5 12 18 24 BASIN 3 STREETS MUST BE REMOVED IMMEDIATELY,
EMER, ~ ~ " 42 10.5 30 40.5 i 2 18 24 W 5. WHEN NECESSARY WHEELS MUST B£ GLEANED TO REMOVE SEDIMENT
PRIOR TO ENTERING A PUSIJC STREET, WHEN WASHING IS REQUIRED,
5 FT, MIN. LG IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH pRAINS INTO AN APPROVED SEDIMENT BASIN,

18a4 cu Fr, acRE 1,5 FT, / ~i~% Z
NATURAL VOLUME OF BASIN ti ' 5 FT. MAX, ~ 1~
GRQUNA }
3xD D W~D+La TEMPORARY CONSTRUCTION ENTRANCE a ~
w
EXCAVATED FILTER FABRIC T/~ CLASS B ,TRAP RIPRAP
1~ w _
CROSS SECTION D = PIPE DIA, IN INCHES ~
2 T ~ CLASS B RIPRAP
EMERGENCY BY-PASS SYNTHETIC FILTER FABRIC W O 8' MAX FOR STD, STRENGTH FABRIC ATTACHED TO POSTS WITW ~ ~ Z
" 6" BELOW SETTLED. OVERFILL 6 TOP OF DAM D 2" STEEL ANGLE NflTH WIRE MESH f~INFORCEMENT APPROVED FASTENERS. PLACE ~
FOR SETTLEMENT ON UPHILL SIDE OF FENCE, POST SET MIN, f8" 6' MAX FOR EXTRA STRENGTH
DESIGN SETTLER " T INTO GROUND FABRIC W/O WIRE MESH POST ~ ~ Z
TOP 21 MIN. SYNTHETIC FILTER-
FABRIC
\ \ _ WEIR LENGTH I ~ I-1I ICI I ( \ \
v/ III III-.111 / ~ FILTER FABRIC ) I I I I = I=- \ NATURAL A \ J ~ L- ~ - PI~-I I I=~_= ~ _=~=~=1 ~'L- {MIRAFI 140 N, OR APPROVED EQUAL) 0
!r~ III ~~I~II~.I~I III-III-111= I~ GROUND
-11- i hI I hI l I ~I I~=1 I I_i l I-1 I I ~ FABRIC ~,y _ EXTEND FILTE a~~ Z f8" GROUND ' ~ 1~~1
\ \ \ / S INTQ BASIN BANK / ~\i / ~ MAX, _ ~ ~ ~
FILTER \i'\~~~~\~ ~«=Iii=~.~-~U~.
3 FT, MAX, SLOPE FABRIC 1:1 SIDE MiN. MAX, SLOPE M
EXISTING GROUND II
STONE SECTION u EXCAVATE 8"xB" TRENCH UPSLOPE ALONG LINE
OF POSTS, EXTENp FILTER FABRIC INTO TRENCH,
~ " ' SYNTHETIC ~ BAGKFILL TRENCH AND CpMPAGT SOIL
DRAINAGE AREA WEIR LENGTHt 15-0 (ACRES) (FT,) FLTER FABRIC SHALL 8E
6AGKFIILED A MIN, GF 8"
1 4,0 ~ 2 8.0
3 8.0 h I O
4 . 10,0 EIEV, 837.0 R SILT FENCE N ~ Y
5 12.0
t 1 4" ; t'-0" DIMENSIONS SHOWN ARE MINIMUM NOTES; ~~~3 ~d(/)~YWW
1, FLTER BARRIERS SHALL BE 1N5PECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVEp a ~ ~ ~ w w
IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN d d p ~ ~ ~
6" CABC DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY f/3 tj 7 ~ ~ REPAIR SHALL 8E MADE AS NECESSARY. HEIGHT OF BARRIER, ~ ~ ~ p ~ ~
m~di~ONz
2 FABRIC SHALL BE REPLACED PROMPTLY O d U W d w O ~f~1tAC~UCIU
ELEV. 810,4 IF FOUND TO BE IN DISREPAIR,
a 4'-0" f0'-0" 4'-ON
W
2'-0" ANCHOR TRENCH XISTING GROUND
CONCRETE FABRICF4RM
~ LINER (6" THICKNE55) 0 X Z B 0 X Z ~ ISTING GROUND
~ TQP OF DAM co
p ELEV. 837.40 I -~11-
-i Z r 11 ) Z C t ~ --1 Il.,il~ f~li 2 ~ 2 -~j~'~CII ~
I~ ~ ~ y v I~.a -1 I Ill ~.111~.~ 1~1" '~I~~i~ll_I~':.. f " f _~I=11~~~~j~lll_i
Ii., t f 1.. 1 1 ~ ~ r- . ~II~--~lll 1,1 D Il_i i 1111-- 1.-~ ...-il
~ ~ i _ ~ X111---~ o ~I~TII ~ o c, 1-'111
~ ~ ~ ~1=_ ~ , ~J~n 1111 r ~ ~ t Il ,,,~ll -111--~.. I~ BURY ENDS ~~i I ~~~II.- ~ ' ~ -111-=111~~1t=
r .-1±~--- ~ ' -11--1 -1-I PROVIDE 1CEY FOR FABRICF(~2M LINER _ ~H- 111.-.~ j~."1,~ t2".MIN. ~~~tl~_~~.1=1~-'}~f~j_-~ "-II=111; ~~°~Illlll',,,t1~11- -~1!~;,!~~~~I~iii~tl"=X11-;~„~t,~,ll Ilt,:, " Q
~ BURY ENDS ,i~.„ _,lL..~~ ~ ~ t 1-~~..~~ © " X11 1~_~ ti~i1-~ Il~lll. 12 MIN. ~111~ --11_.~ - ;~1 X11--~ 11-~ $ FABRIGFORM CONCRETE LINER
--11 1 1 11_1 y, -~1!1 ~-?11.111..,, i 111,;, =111111 111,,, 1,;~ FLTER FABRIC Q
~ tcLEV.880.OG .m~~11„._ 18 MINIMUM RIPRAP OVERLAP EDGES f2" MIN, VNTH
O ~ FILTER FABRIC " ANCHOR PINS EVERY 3' ALONG W OVERLAP
OVERLAP EDGES 12 MAN, WITH
o ANCHOR PINS EVERY 3 ALONG
U OVERLAP
Z O ~IBERFABRIC CHANNELS A & B
U7 O
w "
cs~ NO. B D Z LINING
0
M D1 X X X GRASS-LINED : o
D2 X X X GRASS-LINED vi
D3 X X X CLASS B RIPRAP
p D2
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PROPOSED 1 ~1 V
3 -O x3 -0 ACCESS NATGH Ir" ~ I j
"K" R E UAL 81LG0 TYPE q Q F-a
PROPOSED PROPOSED
11'-4"x21'-4" PRECAST CONCRETE TOP SECTfON TINDALL HOIST PROPOSED a
OC-10zo w xX' x XX' H2O Y~1EEL LOADING 91LCq ACCESS .HAND RAIL. ~
pggRS qR EQUAL ~~d
,1 11 Z1-4 11.-4 ~1,^4„ ~
H
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W~
F,F,E,
853.0 PROPOSED ~ ~
24" FLANGED COLLAR (TYP.) ~ ~ %%`Y~ ~i
!',f,/`/ Vii.., . ~\r\,, /
,y,.~,~~. ~v.,,/i, ~ r`~~%;,\;,.r~;:` PROPOSED
r\/;r'~~~,./'~,\,\ \ 24". DUCTILE IRON INTAKE PIPE ,1tj,,,
PROPOSED :r\`,`•\~,~\!~!~`%~,. f/~~a~ \/~~%%i,~~. .INV. ELEV. V"'I'G.~ `Otis ~~~i
ACCESS LApDER TYP. ~ : ~/,,y\~~,,,i~,!' ~~i,i pAr~ ~ e
PROPOSED ~ ,,,!;~,r ;/,i ,i~~`. u \ / /
.~i' i s ~ ' 24 DUCTILE IRON ~ r / /'/i'yr~, ~ , r\/~
RAW WATER TRANSMISSION ,
PROPOSED LINE
PROPOSED ~ > Q.. 3 X2 X2 VAULT llINI4Ul44`````
TYP. LANDING PLATFORM {NV. 849.0 ~ A
INV. 842.00

PROPOSED
24 GATE VALVE TYP.)
~ r i, ~ / r\,
r~,~,\~,,,,,/,
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/,/~ti;i\ /;r,`~t
14 -0 TYP. !\r;/j,;,~,;,;~',
PROPOSED
6 DUCTILE IRON PIPES r,r
A ~`~/\Y :y`\,,, , , }r;• i;/, , , ,r\r,,.~! , :\r~,.r, POND
~,/~/,~/~/fir
/,/\\j~\~,,,,~/\//~
. `!%i~/ w~/'•%/,~ fA~:'', y\~~!`,~i~yv/, r ,/./;Ary jay\/V
3 -6 TYP. •-;~~~!v\'/i~i~:~~ \ rj~/vAjyy,,,~, \~~~r r' ,v~r/;;~~,~~;;~;~,;, 1,//• /r r'%y ' / / 1, r
i r r'/,~\y r v\'•, ,fir%;/;%~\.`„`;~.,
, `~~f~//\~~,~,
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PROPOSED ~ . »
6 CHECK VALVE (TYP.)

PR POSED . o
PROPOSED
6 GATE VALVE TYP. SUBMERSIBLE PUMPS
A
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. j A t~`\,~~ ji A 11 / ~ a 12 TYP.) rj,,;;~y/\~ , ,.,,.,~'r%~;~~~ ~,..~.~r`,.:.~..,;.,~.;!~/i.<:~,•~,',~.~/~::v~~'„',ii.~/.~;~.,.~`r. POND 6ED „ ~ W ~ ~
t , ~,,1 ELEVATION = °z , , ~ ~ m ~
810.0 m~dincainz _._-r.,-,~.. , , , . •,Yr-c.~ . , .,,,-7. , ~ .y
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PROPOSED PROPOSED
12" 7 STONE 24" DUCTILE IRON INTAKE PIPE
INV. ELEV. 810,0 W
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NO, DATE BY REVISION DESCRIPTION
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JOB NO.: 03506 OFF STREAM STORAGE RESERVOIR
DATE: JANUARY, 2007 q
RESERVOIR PLAN S~A~: ,p=60~ CLEVELAND CQUNTY Q S'°a9
Z DESIGNED BY: MKW ~~'j•
m AND CADD BY: KR, JCH C
/Gill
N m EROSION CONTROL PLAN °E~~ RE`"E"': A CONST. REVIEW: '"oy~ ENGINEERING•PLANNING C I A T E S
S NITARY DISTRICT ~ A S S o 4NING -FINANCE
CLEVELAND COUNTY, NORTH CAROLINA ~ 55 BROAD STREET ASHEVII.LE, NC NC PH. [phone]

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WZ"
L~G~ND-~~CISTING CC~NDITIt~NS N ~ op
°p p, TELEPHONE PEDESTAL CTV APPROXIMATE LOCATION OF ~ ~ ~ ~
- - P A WITHIN THE PERMANENT AND 1. FINISH GRADE TOLERANCES SMALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY 1. ALL CONSTRUCTION OUTSIDE RIGHTS OF WAY SHALL TAKE L CE
TEMPORARY ACCESS EASEMENTS SHOWN. MAKE GRADE CHANGES A5 REQUIRED. IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE °a pG ELECTRIC PEDESTAL OVERHEAD CABLE TV LINE ?-i icy APPROXIMATE LOCATION OF 'I sicN 51GN _ _ ; E UNDERGROUND ELECTRIC LINE 'C~ ~ a
FOR UNCLASSIFIED EXCAVATION. {SIGN STREET SIGN _ APPROXIMATE LOCATION OF
R A E UAL OR TIER CONDITION TWAN THE 2. CONTRACTOR .SHALL REPAIR ALL pISTURBED A E S TQ Q BE acArv UNDERGROUND CABLE TV SIGN T OVERHEAD ELECTRIC LINE ~
ORIGINAL SITE, OR A5 NOTED. 2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OR 8" MAXIMUM THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS ~uG FoC UNDERGROUND FIBER OPTIC CABLE SIGN T APPROXIMATE LOCATION OF
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY, EXACT LOCATIONS ARE DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FQOT ROLLER TQ A COMPACTION UNGERGRDUND TELEPHONE LINES ~uC TeG UNDERGROUND TELEPHONE CABLE SIGN ~ y z
F IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, TO BE VERIIED EQUAL TO OR GREATER .THEN 95% (100% IN THE TOP 2 OF THE SUB GRADE BELOW ROADWAYS AND ~uG CAS UNDERGROUND GAS LINE SIGN APPROXIMATE LOCATION OF F'~
CONTRACTOR MU5T NOTIFY EXISTING UTILITY OWNERS,. CALL BEFORE. YQt1 DIG. NORTH CAROLINA PARKING LOTS OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN OVERHEAD TELEPHONE LINES Z ° INTERSTATE HIGHWAY •-•-,•-«-w•.RpW•-~^~*^~*•~*•.• RIGHT-OF-WAY
) ONE CALL (1-800-632-4949). ACCORDANCE WITH THE STANDARD PROCTOR METHOD 4F MOISTURE-DENSITY RELATIONSHIP TEST, 86 U,S, HIGHWAY f"h,
ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS,
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF ® CONCRETE MONUMENT t,,,,~ TREES/SHRUBS a
NORTH CAROLINA. 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED, NO FILL SHALL BE PLACED ON ¦cu_R/w RIGHT-OF-WAY MONUMENT ~u~~~ TREELINE I?q ~
ANY AREA NOT CLEARED OR GRUBBED. 5. CONTRACTOR MUST PROVIDE EROSION CONTRQL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION a~g MACLBOX OR PAPER BOX BL,GUM BLACK GUM ~?~t ~ ~
SITE, CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIEQ qUE TO POLLU110N I R R RA P A A P F 4. ALL SOIL EROS ON CONTROL MEASURES EQUI ED BY THE G DING L N SH LL BE ER ORMED pP8 PpSTAL DROP BOX BL,OAK BLACK OAK yy C.OAK CHESTNUT OAK ~ F-1
CREATED DURING CONSTRUCTION, PRIOR TO GRADING, CLEARING OR' GRUBBING, ALL EROSION CONTROL DEVICES SUCH AS SILT ~~p STREET LIGHT P,OAK PAST QAK ~ ~
. FENCES, ETC,, SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT -~1- ~P LIGHT POLE RAAK RED OAK ~j ~ W
6. CONTRACTOR SHALL FOLLQW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS AND SHALL BE REMOVED AT THE COMPLETION OF THE .PROJECT ONLY ON THE ENGINEER`S APP UTILITY POLE W,OAK WHITE OAK W
PERTAINING TO CONSTRUCTION OPERATIONS. APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
THE LIFE OF THE PROJECT A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR GUY WIRE ANCHOR W.PINE WHITE PINE rW ~
7, WATER LINES SMALL WAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE pRAW1NGS. CREATES GULLIES AND WASHED AREAS , THESE SHALL BE REPAIRED AT NO EXTRA COST, AND d ~N MANWOLE W,CHERRY WILD CHERRY Fi
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS 8. WATER AND SEWER LINES SHALL NAVE A MINIMUM 10 HORIZONTAL SEPARATION OR A MINIMUM. DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY O d.6. JUNCTION BOX Y.PINE YELLOW PINE rah
" V A PARATION WITH THE WATER OVER SEWER OR BOTH WATER AND SEWER LINES 18 ERTfC L SE APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER 0c.o. SEWER CLEAN-OUT E.LP. EXISTNG IRON PIPE OR PIN rvr ~ d s.as ELECTRIC SERVICE STUB-OUT RBF REBAR FOUND ~ ~
SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING. SEPARATE COVER. p c.ss GA5 SERVICE STUB-OUT OTIPF OPEN TOP IRON PIN FOUND W ~
A A M N1M M 1 " VERTICA EPARATION, 5. DISPOSABLE MATERIAL 9. WATER AND STORM SEWER LINES SHALL H VE I U 2 L S ®CB/DI CATCH BA51N/DROP INLET CTIPF CRIMPED TOP IRON PIN FOUND
OwM WATER METER GMU CONCRETE MASONRY UNIT ~ iuq,~~~ ~
F RM TI A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY 10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL IN O A ON RFN FIRE HYDRANT R/W RIGHT OF WAY e,q ca wv WATER VALVE CENTERLINE °
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. 11. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS, : ~ p ; c/a GA5 METER G CURVE (SEE CURVE TABLE) ~ o ° '
B. SOLID WASTES TO BE REMOVED SUCH A5 SIDEWALKS CURBS PAVEMENT ETC, MAY BE
I 4 H R PRI R TO ANY ROAD PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE 12. CONTRACTOR SHALL NOTIFY THE PRQPER LOCAL AUTHORIT ES 2 OU S 0 bG/v GAS VALVE POB POINT OF BEGINNING = ~ICV IRRIGATION CONTROL VALVE CP CALCULATED POINT °e t'/
BEING CLOSED FOR CONSTRUCTION INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER , oa plv POST INDICATOR VALVE ~ r~~'
FIR D PARTMENT COUNTY SHERIFF'S DEPARTMENT AMBULANCE AND COUNTY EMERGENCY OF 2', THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE STATION, E E , PB PLAT BOOK e, ,e ~G`~
AGENCY, ALL TRAFFIC CONTROL SHALL CONFORM TO -THE REQUIREMENTS OF THE NORTH CAROLINA AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS ~ e.CAe ELECTRIC CABINET DB DEED BOOK a~nli~~~~~~``, c.JUNC ELECTRIC JUNCTION BOX OR OUTLET L LINE (SEE LINE TABLE)
DEPARTMENT OF TRANSPORTATION. WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE. ~E.TRANS E.TRANS= ELECTRIC TRANSFORMER BLDG BUILDING.
IF N IN F7ER EXISTING URIED UTILITIES HAVE BEEN LOCATED C. ABANDONED UTILITIES SUCH A5 CULVERTS WATER PIPE HYDRANTS CASTINGS PIPE 13. CONTRACTOR SHALL NQT Y THE E G EER A B , ,
AND 24 HOURS PRIOR TO CONSTRUCTION. APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY ~5 REBAR N7TH CAP SET CIP CAST IRON PIPE
AGENCY OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE 0 SPIKE OR NAIL SET CMP CORRUGATED METAL PIPE
14, ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, C~ POINT NOT SET CONC CONCRETE
WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES HE MU5T PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. OIPF IRON PIPE/PIN FOUND (PROPERTY CORNER) CMU CONCRETE MA50NRY UNIT
AT THE CONTRACTOR'S EXPENSE, ~PK NL PK NAIL FOUND CPP CORRUGATED PLASTIC PIPE ~ Q
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN ~/N4 CONTROL POINT/NAIL SET DIP DUCTILE IRON PIPE ~ Z
15; CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED BURNING IS ANTICIPATED, THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND MEETING COVERING CODES. THE CONTRACTOR SHALL NOTIFY THE - WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED - - - CULVERT E&T ELECTRIC & TELEPHONE ~ ~ J
R N5 TION 4f THE PROPO A R IN ANp RE-LAID AT N A DiT1ONAL CO T TO ENGINEER OR HI5 REPRESENTATIVE AS TO THE SPECIFlF LOCATION OF BURNING. - DU ING Cfl .TRUE SED W TE G E O D 5 FOC FIBER OPTIC CABLE Q a X FENCE GIP GALVANIZED IRON PIPE ,~i'
THE OWNER. SS APPROXIMATE LOCATION OF p/H OVERHEAD W
AFTER BURNING IS COMPLETED PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL , EXISTING SEWER LINES
N1'RA TOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING RQADS DURING CONSTRUCTION DIRT. ALL MATERIAL NOT TOTALLY BURNER SHALL BE DISPOSED OF AS SPECIFIED IN "B" i s. CO c APPROXIMATE LOCAAON OF RCP REINFORCED CONCRETE PIPE W__,_. ~ ~ EXISTING WATER LINES U/G UNDERGROUND W
AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, ABOVE, THE CONTRACTOR. SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF NO OPEN CUTS OF EXISTING ROAflS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS WAITING FORA "BURNING DAY", GA5 APPROXIMATE LOCAt1ON OF VCP VITRIFIED CLAY PIPE
OR WHERE. SPECIFIC PERMISSION IS GRANTED $Y THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, EXISTING GAS LINES PV ~ ~ ~ TOP/TOE/PITCH LINE C POLYVINYL CHLORIDE PIPE W
SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF _ ~____....^,CTV-----°'_._._ APPROXIMATE LOCAtIpN OF ~t
BE PLACED AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT, EXCAVATION SPQIL AND THE ROAD CONSTRUCTION THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS , UNDERGROUND CABLE TV LINE
AND CLEANED UP PROPERLY AFTER CQNSTRUCTiON. DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS
SPECIFIED OTHERWISE.
7. THE CONTRACTOR 1S RESPONSIBLE FOR TWE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE 4 2
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK,
8. THE CONTRACTOR SHALL CONTROL AL "flU5T'° BY PERIODIC WATERING AND SHA PR L LL OVIDE ACCESS c,,
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ~ o
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE ~ ~ ~
SPECIFICATIONS, ~ ~
9. ALL AREAS WHERE THERE iS EXP05ED DIRT SHALL BE SEEDED FERTILIZED AND MULCHED ACCOR IN ~~JNST~U~TIC~N SEQUENCE ~
DG TO THE SPECIFICATIONS, THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH FREE OF ALL , u. ~ >
ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO J
SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTW OF t4'°-6" TO ACCEPT SEED. THE 1. INSTALL TEMPORARY SEDIMENT BASINS 1 & 2 WITH SILT FENCE ON DOWN STREAM SIDE OF BASINS, ~ V
CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FiR5T OBTAINING THE INSTALL TEMPORARY DIVERSION DITCHES TO DIRECT SEDIMENTATION TO THE BASINS, INSTALL SILT
ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A GENERAL, ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS QF THE FENCE AS SHOWN ON THE PLANS,
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES LAND MECHANICAL HYDRO-SEEDER .HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA 2, INSTALL NEW RESERVOIR OUTLET STRUCTURE AND PIPING, AT THE UPSTREAM END OF THE PERMANENT
' APPROVAL BY THE ENGINEER, QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL. WORK; RESERVOIR DRAIN, INSTALL THE RISER PIPE FOR SEDIMENT BASIN 3 AND CONNECT THE TEMPORARY
36" HOPE BY-PASS PIPE TO THE RISER, THE TEMPORARY PIPING SHALL BE EXTENDED AS NECESSARY
10, WHERE SPECIFIED STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE CMP CONFORMING TO 1. - OBTAIN GRADING. PERMIT. ~ ( TO PREVENT THE F>~IST~NG STREAM FROM. FLOWING THROUGH THE BOND. EXGAVAl10N AREA, h I
AASHTO M-36, WITH REROLLED ENDS TO ACCOMMQDATE CORRUGATED COUPLING BANDS. 1$" PIPE
SHALL BE 16 GAUGE 24" AND 30" PIP SHALL BE 14 GAUG AND "PIP AN O R 2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT E E 36 E D VE SHALL BE 3, BEGIN GRADING OPERATIONS FOR DAM, CUT AND FILL MATERIALS AS NECESSARY TO CONSTRUCT DAM N II I
AND NATURAL RESOURCES, DIVi51QN OF LAND RESOURCES, LAND QUALITY SECTION. 12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDQT 1023-3 FOR PLAIN PIPE OR 1032-4 (A FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE, ON THE SOUTH END OF THE POND AND EXTEND THE TOE INTO THE EXISTING RESERVOIR AND NATURAL, o o ~ ~
- P I N Y A R PR TAI F TH DIMPLE BANDS SHALL NOT BE USED. GROUND, EXISTING RESERVOIR SHALL REMAIN IN o ~ ~ m Y ~ ~
3. QBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INS ECT 0 B E ESEN T VE O E NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, 4, AS THE DAM RISES, CONTINUE TO RAISE THE PERMANENT OUTLET STRUCTURE, SEDIMENT BASIN 3 Q ~ o ~ ~ ~
LAND QUALITY SECTION, WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO BECOMES THE PRIMARY SEDIMENTATION CONTROL MEASURE, CONTINUE EXCAVATION OF NEW POND. p ~ w m
AASHTO M-170 A5 CONTAINED iN NCflOT STANDARD SPECIFICATION 1032-9 FOR WAL " " TYP , LB E EXTEND THE $Y--PASS UPSTREAM A5 NECESSARY TO ENSURE THAT CLEAN STREAM WATER DOES NOT z ~ ~ o ~ N
4. - PROCEED .WITH GRADING, CLEARING AND GRUBBING, RUN THROUGH AREAS BEING EXCAVATED, m ~ a ~ ©v~ z
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHELENE HDPE .SMOOTH ( ) °ov~io~oQ
5. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND 501E WALL INTERIOR, WITH WATER TIGHT JQINTS, BAGKFILLED WITH 57 WASHED STONE UP TO MIN, 6" 5. WHEN INSTALLATION OF THE TWO FABRICFORM CHANNELS AT THE NORTH END OF THE RESERVOIR IS NECESSARY, INSTALL TWO 24" HDPE BY-PASS PIPES AROUND THE GRADING
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. OVER THE TOP Of THE PIPE, HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SMALL BE
"HAN " P COR BLUE SEAL OR A PROVED EQUAL. SUMMER (PERMANENT} 5 E~D~~(MAY tS.JQ AUGUST 15) 6. COMPLETE CONSTRUCTION OF NEW WETWELL (OUTLET STRUCTURE, UPON COMPLETION OF THE DAM AND
LIME 4,000 LBS ALL CORRUGATED METAL STORM DRAIN PIPE (CMP} SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL WETWELL, STABILIZE THE DOWNSTREAM SIDE OF THE DAM FACE,
FERTILIZER (10-10-10) 1,000 LBS MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE
KY-31 FESCUE 100 LBS MANUFAGIIJR F ED ROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF 7. THE PORTION OF THE EXISTING RESERVOIR BERM SHALL BE REMOVED AND FINAL GRADING IN THIS AREA
STRAW MULCH 4,000 LBS, {ANCHORED) AASHTO M-274. ALL PIPE SHALL BE fURNiSHED WITH REROLLED ENDS AND SHALL BE JOINED WITH COMPLETED. THE OWNER SHALL DIVERT WATER FROM THE RAW WATER PUMP STATION TO THE POND,
GERMAN MILLET 40 LBS. - HU GER BAN TH F " G DS. E USE 0 DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24 DIAMETER INTO THE WATER PLANT DURING THIS TIME PERIOD, THE CONTRACTOR SHALL COMPLETE WQRK IN SIX (6) CALENDAR DAYS, THE RISER FOR SEpiMENBASIN 3 SHALL BE REMOVED DURING THIS TIME. ~
(OR SMALL--STEMMED SUDAN GRASS ~ 4O LBS,) " SHALL BE 16 GAUGE, PIPE THROUGH 42 DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54
DIAMETER SHALL BE 12 GAUGE. WIN P R Y 1 T MAY 1 8, ALL EROSION CONTROL MEASURES SHALL BE LEFT IN PLACE UNTIL THEGRADED AREAS ARE STABILIZED. ~
LIME 4 QO0 CBS 11. CONTRACTOR SHALL VERIFY ALC ELEVATIONS BEFORE INSTALLATION OF FACILITIES. SERVICE. AREA, TO ENSURE THAT CLEAN STREAM WATER. DIVERTS AROUND THE DISTURBED EXCAVATION 0 W
FERTILIZER (10-10-10) 1;000 LBS AREAS, CONTRAGTORMUST MAKE EVERY EFFORT POSSIBLE Z
~ KY-31 FESCUE 1O0 LBS A F 12, LL IRE HYDRANTS, BLOW-OFFS, VALVE BOXES, AND OTHER APPURTENCES SCHEDULED TO BE J W
~ STRAW MULCH 4,000 LBS. (ANCHORED} ABANDONED, SHALL BE COMPLETELY REMOVED AND DELIVERED TO THE OWNER, THE REMAINING VOID
o .RYE (GRAIN 124 LBS, SMALL BE PROPERLY BACK FILLED AND FINISHED GRADE RET RN P U ED TO ORIGINAL AS 5 ECIFIED. LL ~
N FO ALL S OP 5 2' 1 P R AD T AB ~ 13. COQRDINA7E THE RECONNECTION OF EXISTING WATER LINES WITH THE OWNER. w~
a~ SERICEA LESPEDEZA KOREAN 50 LBS zZ
c ) ~ IF HYDROSEEDiNG, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 14. CONCRETE AND MASONRY SHALL. MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NGDOT w~
P R R ~ 1,004 LBS E AC E. STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE
~ ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER !S CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000 CONSTRUCTED
~ 1N ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE RE UIREMEN7 O~ TIN 1 4 Q 5 SEC 0 0 O,
o ESTABLISHED OVER ALL DISTURBED AREAS. CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
ALL SLOPES 2;1 OR STEEPER SHALL BE COVERED BY ER051ON CONTROL MATTING. 15. TOPS OF PROP05ED FRAMES AND GRATES SHALL BE FLUSH WITH fINiSHEO GRADE. a
i 6. - MAINTAIN SOIL. EROSION CONTROL MEASURES UNTIL, PERMANENT GROUND COVER IS ESTABLISHED. 16. TINDALL PRECAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
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8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL BEFORE YOU 0101
RESOURCES DIVISION OF LAND RESOURCES ND QUALITY SECTION. 0 CALL 1-800-632-4949 N.C. ONE-CALL CENTER
IT'S THE LAIN!
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J NO. DATE BY REVISION DESCRIPTION
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SCHEDULE OF DRAWINGS
G1....... COVER SHEET
G2....... GENERAL NOTES AND LEGEND
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C1....... EXISTING OVERALL SITE PLAN AND STOCKPILE AREAS
C2....... RESERVOIR PLAN AND EROSION CONTROL PLAN
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55 BROAD STREET ASHEVILLE, NC PH. [phone] JANUARY, 2007 ci
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