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- John R. McAdams Gorrp~y 1 O I \ / 1 1--~~ I \ I Y ' ~ 1\ I 1
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ACTUAL LOCATION AND PTH ^ ~ DE TO BE CONFIRMED IN FIELD BEFORE FLOOD PLAIN NOTE: ~ ~ ~ ~
CONSTRUCTION. F~ W a BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS WITHIN A ~ ~
SPECIAL FLOOD HAZARD AREA AS DEFINED BY HUD ~ In o
F.LR•M. COMMUNITY P ~ ° ° ANEL 3718300160E # ~ Q ca
DATED MARCH 3, 1992. ' ~ E-a ~n Q I v~ ~
~ a (FLOOD PLAIN SUBJECT TO CHANGE AS PER CONDITIONAL w U k
ao LETTER OF MAP REVISION CASE 98-04-161R M ~ c~
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0 GRAPHIC SCALE DATE: 08-27-99 200 0 100 200 400 SHEET No.
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3 -CD I&WADAMSY
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SITE DATA DAM SPECIFICATIONS NS
CONSTRUCTION SE UENCE
GENERAL NOTES ZONING: THOROUGHFARE DISTRICT FII I AND EMBANKMENT SPECIFICATIONS ~ll4N~
ND 1. OBTAIN GRADING PERMIT. i. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS A AIN ACCESS TO AND TOTAL DISTUR61 I) AREA: 12.0 AC.
- -WAYS TO BE OWNED, OPERATED, AND MAINTAINED BY y, CLEAR ONLY THOSE AREAS NECESSARY TOG (LESS AREA PREVIOUSLY PERMITTED) REF. (LFA96PD2.DWG) RIGHT OF
THE PUBLIC AUTHORITY. INSTALL EROSION CONTROL MEASURES. PIN (PORTION OF) 1830.04 51 0653 1. FILL FOR BERM SECTION SHALL BE CLEAN, I ~.L BE CLEAN, IMPERMEABLE O AT LEAST 957 OF THE STD.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF 3, CONTINUE INSTALLING REMAINDER OF EROSION CONTROL DEVICES, MATERIAL AND COMPACTED TO AT LEAST 95% RAL.EICH STANDARDS. cLE,~~NC ONLY As NECESSARY 7o INSTALL MEASURES, SITE ADDRESS: 10955 PONDEROSA ROAD PROCTOR MAX. DRY DENSITY, AT OPTIMAL M( AT OPTIMAL MOISTURE CONTENT.
' t-800- RALEIGH SUBDIVISION ID. S-109-97 NO TRASH OR BLASTED MATERIALS SHALL BE ' E USED IN TRIALS SHALL B
CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL ( NOTE: CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL ~ EMBANKMENT CONSTRUCTION. SOILS SHALL N 3. 632-4949) AT LEAST 48 HOURS PRIOR TO MOBILIZATION TO HAVE FLACCING/FENCING ALONG AREAS DESIGNATED AS UNDIS- SIGNIFICAM SHRINK/SWELL CHARACTERISTICS I S SHALL NOT EXHIBIT SO L ~ ;HARACTERISTICS. U]
EXISTING UTILITIES LOCATED. REPORT ANY DISCREPANCIES TO THE TURBED BUFFERS, STREAM BUFFERS OR WETLANDS. ~ o o O ~
ENGNEER. W
APPROXIMATE LOCATIONS. 4. CALL 890-3500 FOR ON-SITE INSPECTION BY CONSERVATION FLOOD PLAIN NOTE: CONCRETE PIPE SPECIFICATIONS 4. ALL EXISTING UTILITIES ARE SHOWN AT NFIRMEO IN FIELD 6EFORE iNSPEC70R AND OBTAIN CERTIFICATE OF COMPLIANCE. BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS WITHIN A h ~ ~ ff~
ACTUAL LOCA110N AND DEPTH TO BE CO SPECIAL FLOOD HAZARD AREA AS DEFINED BY HUD 1. ALL CONCRETE PIPE SHALL HAVE CONFINED CONSTRUCTION. 5. BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES A5 NEEDED. -IAVE CONFINED 0-RING RUBBER ~ x ~ M C-443 ANO ASTM C-361. ~ ~ I~
H CRAUE SI7E. F.LR.M. COMMUNITY PANEL #3718300160 E GASKET JOINTS MEETING ASTM C-443 ANO I ROUC DATED MARCH 3, 1992, ~
6. INSTALL REMAINDER OF STORM SEWER AND PROTECT INLETS WITH v~ a C~ , i w H
APPRG~~D MEASURES AS SHOWN ON THE PLAN. (FLOOD PLAIN SUBJECT TO CHANGE AS PER CONDITIONAL LETTER OF MAP REVISION CASE ~98-04-161 R) '"^L ~ ra N ~
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE W1TH ' O
VEGETATION, PANNG, DITCH LININGS, ETC. r-a C"~ O ~ (1'i O Q
8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED H u~ ~ ~
COMF~ETELY, CALL FOR INSPECTION BY ENVRONMENTAL INSPECTOR. ~ I r ~ - a x >C
9. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, U c0 1, ; I \ \ w °
SEDih~ENT BASINS, ETC., AND SEED OUT OR PAVE ANY RESULTING ~ ' ~ BARE AREAS. _ r" ~ 1 •w ~ c~ ~ ~ , . ~ ~ ~ ~,"gip ~
v ~.,1 ~ .1`~. 1, _ -1_ MAINING PERMANENT EROSION CONTROL DEVICES (SUCH AS r-~ ~ ~ "~rw ti. ~ ~ \ ~;',p 'c7 o~,
f 1 ALL RE l ~ ~ 1'ELOCITY DISSIPATORS) SHOULD BE INSTALLED NOW. I f ~
N VEGETA~ON HAS BECOME ESTABLISHED, CALL FOR FINAL SITE I _ 10. WHE I
1 ~ INSPECIIUN BY ENVIRONMENTAL INSPECTOR. t
1 1 N A CERTIFCATE OF COMPLETION. 11. OBTAI ° ~ \ i r oQ~ ~ss~ ti;
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~ 1 8" DIP DRAIN PIPE T `,T T T1 T ~ T (SEE DETAIL) ~ V ~ ~ VELf,?CITY DI~SIPATER~, „ , _ m T T ~ ~ ~ m T
f~ ~ f~ 46 Lx2$ Wx22'THK CLEARING WETLANDS
T T T r` T ~ ~ ~ ~ POND OUTLET "tip ~ , , / ~ ~ . STRUCTURE (SEE DETAIL) LIMITS ~ T T ~r, ' I ,;CLASS I,r,RIP RAP,. T P T T (N
T m T T T ~ 1~ ~ ~ % / m ~ T T T m T ~ T T
m WETLANDS ,T ~ ~ r WETLANDS
~ ~ ~ ~ T T i , ~ 1 ~ ca T ~X. m T T T~ T ~r T .;ti`s T T ~ T T T ~ ,
a 1~ m T T ~ T T ~ ~ T ~ ~ T T .
n ~ ~ T T ~ i~ T T T m T ~ i ~ v
T T T T 1 REINFORCED CONCRETE ENDWALL T ^ T ~ ~ ~ ~ ~ ~ SEE DETAIL, PRECAST ENDWALL ~ ~ T T
° ! ~ ~ TOP OF BERM 0 ELEVATION = 2 2,50 MAY BE SUBSTITUTED) ~ F,
~ ~ T T ~ T ~ ~ M ~ T T / ~ Q ~ ~ r ~ T a
v r~ _ , T ~ y, T T T CONCRETE ANTI-SEEP T
~ T ~ T T T T COLLAR (SEE DETAIL) N pRaec~r f~0' ARC-9&000
° EXISTING TREE ~ ~r TEMPORAR ST „ T T T T T T EXHBT207.DWG
n T ~ T ~ ~ ~ ~ LINE TYP. ~ CHECK DAM (TYP.)
\ ,1 ~ TEMPORARY DIVERSION m ~ ~ T T m ~ ..~tT : ~ RM TYP. ° TEMPORARY STl ~ ~N uasicNrUar: MJM MPORARY ST e
3 f°~ „ILT FENCE DITCH/8E ( ) r~ I ~ i CHECf( DAM CHECf~ DAM (fifP.) / ,a FLOODWAY
T : . ~ of ~ ' CLEARING LII TS ~ ~ llHA~,a GY: SRW r. T T ~j
1„T40'
n O n n. T f tv CPdcL EASEMENT j =11_ 99
- GRAPHIC SCALE
80 SHEET rVO. 40--q 0 20 40
tJ
CO X ,f 1 inch = 40 ft. IcEw ~ Me ADAMS
I x s
of r r I
D
U

r'-
cDDUBLE BARREL) POND OUTLET STRUCTURE NOTES 54" DIA ' zE NOTES 54 DIA G-RING RGP 0-RING RCP
1, STRUCTURAL DESIGN AND CONCRETE REINFORCEMENT ' BY OTHERS. OUTLET STRUCTURE MAT BE PRECAST OR U IEINFORCEMENT TO BE BE PRECAST OR CAST IN r 1
PLACE, STRUCTURAL DESIGN & SHOP DRAWING MUST DRAWING MUST BE SUBMITTED ~ Cif o
3'83 TYP.1 0'67 FOR APPROVAL PRIOR TO CONSTRUCTION. DN. ~ o
2. ALL CONCRETE PIPE BETWEEN PONDS AND EXITING PC ~y O U MCI : F~-•I AND EXITING PONDS SHALL W ~ I
HAVE CONFINED 0-RING RUBBER GASKET JOINTS MEE ~ ~ , Q (ET JOINTS MEETING ASTM
C-443 AND ASTM C-361. Z o ~
3. NCDOT CLASS 'B' CONCRETE TO BE USED FOR CONST 13.25' ~ ~ nt SED FOR CONSTRUCTION OF NCDOT STD 846.54 ~ ~
o ° OUTLET STRUCTURE, MANHOLE FRAME AND ~ a H
4. ALL OUTLET STRUCTURES OVER 3'-6" IN DEPTH SHALI COVER .[7; IY+ a N IN DEPTH SHALL BE PROVIDED ~ W ~
WITH STEPS 1'-2" ON CENTER. STEPS SHALL BE IN A I ~ ~ SHALL BE IN ACCORDANCE N ~ ~ ~ ~ o
WITH NCDOT STD. 840.66. 8" NONRISING GATE VALVE WITH v m ~ Q d N
5. POND OUTLET STRUCTURE SHALL BE OUTFITTED WITH I TFI HANDWHEEL MOUNTED ON ~ ~ O O )U TTED WITH A REBAR TRASH EXTENSION srEM s" ABGVE ToP a ~
RACK (SEE DETAIL). OF RISER ~ , x I
~ ~ ~ O Cp ~ ~ ~ .hp ~ ~
3.00' MIN. 54" DIA 54' DIA 2-54" DIA (3'-0°) 0-RING RCP 0-RING RCP 0-RING RCP ~ YM4 r~
r-y ~ pMy F W
o.sT ~i~, C7 W p W
2-4"0 PVC INtERTED SYPHONS
~~~~~11r11eeflp~~~~~I
8" DIP DRAIN PIPE Y,~ ~$S/ l y
z 1.50' 18.58' 16'-7"~ 1.50' ~ 04 O q
0 0 c! Q~ SA
I r,
F ~
O UTL - ~c I r~E~: ET ST UC R TO P I W r ~ ~w,
yqN B~,o S.
-2-~
NOTES Nc0oT srD Sas.Sa TD 846.54 FRAME AND
1. CONCRETE SHALL HAVE 3,000 psi MIN. 28 DAY STRENGTH. r'~NDw"EEL cAVERLE FRAME AND NCDOT STD 846.54
2. PROVIDE WATERTIGHT JOINT AT BARRELS. o.s~~ a.2s' asp' MANHOLE FRAME AND 0.6T COVER
- i ~ 0.6T 4.00' 13.25' 0.67'
ETE ANTI SEEP COLLAR DETAIL CR CON D~
O.SD' (DOUBLE BARREL)
z-a"o Pic sTEPs INVERTED 3.83' 3.63' 4.25' STEPS „
SYPHONS (SEE NOTE b4; , . (SEE NOTE ~4) (3' 10") (3 -10) (4 -3) r~VL.
4° PVC Q
INV=206.00 EXTENSION STEM SUPPORT STRAPS .-i .o
0 m ~ I ~ N
2-54" Cv~ 54" DA 54" DIA
' WIUE ;MIN.) ~ ° 0-RING RCP 0-RING RCP 0-RING RCP
TOP OF BERM ©ELEV.=212.50 8 THK ANTS-SEEP e' DIP i 5G' DRAIN PIPE e° Now NrnNc ~ ,
SPILLWAY ®ELEV.=211.95 COLLAR (CENTER ® STEM GNF VALVE DBL, BARREL) 1.50' U ~ .'~.7 ~ ~
~ 1*
3 2.5 M.] U ~ ~ Ft`s H ~ ] a'
1 1 ~ N N 1 U [Ia Q h
N N W ~ z.
TOP OF RISER ~ ELEV. 208.05 ~ I~h N. 3' ~ ~ ~~p~ ~ o waa<
2-40 PVC 1NVERTEO SIPHON PRG.,ECTION CONSTRUCT HEADWAU~ I PER DETAIL 6.58' (8'-7") a~~,
NORMAL POOL ®ELEV.=206.00 _ 21.58' U ~QUM Q
INV. ELEV. P'JC SIPHON a Q H W a~4~~
6 40 LF 54" 0-RING 1~ RCP ~ OJ5% G !x~~P+ W U
ELEV.=204.00
INV. = 202.40 (DCuBLE BARREL) VELOGTY DISSIPATOR SEE P~,4N~ OUT - E S RU U c I ~ p - W - ~ ~x U IDE VIE OU ET ST
2 r BARREL INV,=202.25 RU CTU RE FRO N V a IW
1 ' A a
BOTTOM OF POND !N`+.=201.45 w
ELEV.=200.00 8" m CL. 50 W~
SIP DRAIN PIPE
12' WIDE AQUATIC SHELF 0 A
6:1 SLOPE; EXTENDS AROUND
PERIMETER OF POND FROM ELN. 204.00 TO E~L~. 206.0
7
L LOWER SUPPORT BARS ATTACH TRASH RACE( TO RISER WITH LATERAL BARS FASTENED TO RISER WITH
HOT DIPPED GALVINIZED CLAMPS. 13-~6 REBAR ®12" O.C. HOT DIPPED GALVINIZED CLAMPS ATTACHED TO RISER WITH (~6 REBAR) (EPOXY COATED) CLAMPS
00' I~ 2-4'x1/4' ANCHOR BOLTS q~
~~~,I
r--- 1.67
a'z4" 6~6 WELDED WIRE FABRIC EMBEDDED MIN. 2° INTO r-1
CONCR~E END SECTiCN r , 1,13'
~ y~ F~
r:. 1.13' in cv
~ r~ v
x NCDOT STD. 840.54 MANHOLE FRAME AND
x, ` . COVER 1,67' ~ U
~ . f~ ~C "4'` 14.50'
f , '`r. J'
! F` / f~
J~ f I~I Q
1. END SECTIGN SHALL BE CONSTRUCTED W TRASH RAC K DETAIL TOP VIEW
WITH 3,000 PSI MiN. 28 DAY STRENGTH ~ CONCRETE OR SOLID MASGN'nY ~~N,;TERiiCnT) w
ISOME TRIC V IW E
a WITH TRASH GUARD
~ 6° 0 CiP DRAIN PIPE LATERAL BARS
~'6 REBAR, EPOXY COATEI a ~S REBAR WELDED LATERAL BARS REBAR WELDEG REBAR, EPOXY COATED) (nP) (~6 REBAR, EPOXY COATED) (TYP)
5 rn _
U) 2 ~ O ~ ~
f. ' ~ ~ Rl
v ~ 8° 0 DIP DRAIN PIPE m
v REBAR WELDED TRASH TRASH RACH FASTENED TO
~ - INV. ®E~_EV. = iC2 »5 (TYP.) RISER N GALVINIi RISER WITH HOT DIPPED GALVINIZED STEEL CLAMPS ATTACH TRASH RACK TO RISER WITH LOWER SUPPORT BARS,
I HOT DIPPED GALVINIZED CLAMPS. (~6 REBAR, EPOXY
o n o o ~ t o a, - - LOWER SUPPORT BARS, CLAMPS ATTACHED TO RISER WITH COATED) PR JECT N0. (~6 REBAR, EPOXY 2-4"x1/4' ANCHOR BOLTS 4 U ~~j~'~~~~~~
I U i I i COATED) 50 F~ENAME: EXHBT207.DWG
3 O O 3.00' S ~ 1.50' D.33'
n>slcrrE~ll br: MJM
~ (~~-6')
m~~CU n~rv T D A ('+TI T1L~rP A TT CrTT1L~ T7TL~7AT - _ - tixnnN fx:
CD 11tiH~I1 I~HL11 1 N TRASH RACK DETAIL - FRONT VIEW a"
N.T,S.
L'i DnTE: 2
PLAN VIEW END VIEW 08__7 d-99
N sxeEr No.
m
w DRAIN PIPE END SECTION
3 TRASH RACK DETAILS FLJJ[t W

A
B NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED C~
STAPLES TO SECURE THE IF NECESSARY TO ALLOW /
CRITICAL POINTS ALONG THE CHANNEL SURFACE. CRITICAL POINTS ~ 1
REFER TO GENERAL STAPLE PATTERN GUIDE FOR A A. OVEI~I ~~PS AND SEAMS B CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. 6. pRh,ll.'TED WATER LINE C 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES JCHES
C. CHANNEL BOTTOM/SIDE ~ DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE,
INSTALL USING STAPLE PATTERN "E" SLOI~I VERTICES PER MANUFACTURER a, MACHINE COMPACTION OF ALL FILL IS REQUIRED.DNERSIONS 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS 1CTIONS U
INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRtOIt !0 LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION r 1.
- 2 / 4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ~ \ VA DIVERSION`: ) e / \ \ WITHiHIS OPERATION IF SEDIMENT CONTROLS AND UNIFORMLY AND MIX WITH SOIL (SEE BELOW IOSPHATE Ua o ~ O
/ / ~4 \ \ ARE INSTALLED IS EACH CRITICAL POINT 15 REACHED). ~ U~
~ ~ 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM ( ~ ~ ~ z I ~ INCHES DEEP. ~
J' • • b DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ~ti~J ~ ' h ~ ~ Q
~ 'S:~'~'~'` • • . ~ ,r • ' • - • • CONSTRUCTION OPERATIONS. 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER. • ~ • • • ~ ~ • • • • ' . ` . ' , / ~ ' ~ • SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDIN( I. ~ Q' ~ .K AFTER SEEDING. U~ ~ ~
~ AVA~VAA Y ARE I i i .r-..•.• • • ~ ~ - c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THE REMAIN
) ` ~ ~ \ ; ~ \ IN PLACED OVER 30 DAYS. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ILCH. ~ ~ W a+ ~ aN W C7
~ ~ ' ~ ( K EVICE AFTER EACH RAIN BUT ONCE A WEEK REGARI:I I SS. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR • • • • ~ ~ (1 , , A \ \ \ d, CHEC D ) REPAIRS OR ~ ~
~ I=1 • ' S REPAIR AS NECESSARY. RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF 3LE. IF ~ ~ O H O O
6 ~ II . . STAND SHOULD BE OVER 60X DAMAGED, REESTABLISH FOLLOWING ~ I ~ ~ ~ . I FOLLOWING a (1i 0 ~
\ • • • • • • • • • ~ l O ORIGINAL LIME, FERTILIZER AND SEEDING RATES. \\j\ / F~ r l ~ I
~ ` ' ll 9. CONSULT CONSTRUCTION INSPECTOR ON MAINTENANCE TREATMENT :TREATMENT ~ a x rC c~0
\ \ + ~ 12" MIN ) 1 I, AND FERTWZATION AFTER PERMANENT COVER IS ESTABLISHED, W O C'7 BUSHED, W ~~p ~ ~ ~
I ;1~ I;~I~ SLOPE 2;1 F~'O (3 TONS/ ~_~'y fir,, ~ ~ p
/ ~ ~ ` -11I~ • . MAX ~ Z APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRE (3 TONS/ \ - - ~ ~ f ACRE IN CLAY SOILS ,J~ ~ W 0~
/ ` II_I III - ) ~ ' . ' ~I'=III _ NATURAL GROUND FERTILIZER - 1,000 lbs. /ACRE (-10-10-10) / : 1 - - ~I w ~ a
c Ir-111- OR FILL OR CUT ~ ~ ~ Ifl SUPERPHOSPHATE- 500 Ibs> /ACRE -20X ANALYSIS _11=1` ` ` I I ~ RAIN STRAW
vT\ - ,III . W • • • SLOPES MULCH -2 TONS /ACRE -SMALL G ` Il ~I 7 COMPACTEDI DILL ANCHOR -ASPHALT EMULSION ®300 GALS./ ACRE N CARP
VAj ~ ~ ~ BERM 0 ESS/ ti
TEMPORARY SEEDBED PREPARATION . ~ 0~ 9 EZATION
/ivv/i ,w!vv/i ~ ~w ~ ~ A
e :/v~ ~ v /vv vv~vy` , ywvi 4 FLOW 56
18" MIN ~ NK S INCLUDING Ai'~'IJCATION OF LIME, FERTILIZER, AND SEED. ~ - (RENSED: 1-1-86) ti~ ~ NEE
i. PREPARE SOIL BEFORE INSTALLING BLA ET , - ~ L I i I-I i I III-Iii ll, ~ ~=-~~I I I- Shoulders, Side Ditches, Slopes (flax 3:1) ~
2. BcGIN AT THE TOP OF THE CHANNEL BY ANCHCRiNG THE F•A'~RET iN A 6" DEEP X 6" ACr ~nc.~.,n• jTT III III- i~= ~-J!= i =1! L i DATE TYPE PLANTING RATE BACrCFiLL AND COIePACT THE TRENCH AFTER STAPL~~i;C. _lll-III-III-III-III-~~~=1i PW(TiNG RATE rr~rAN S, 8`,`t~~ -1-~j
-III=1 ~ ,LILT 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON 1101TOM OF CHANNEL II I- I_ Aug 15 - Nav 1 Toll Fescue 300 Ibs/sae 30o Ibe/aae
I I Hov 1 - Ikr 1 Tall Fescue 300 Ibs/acro 300 Ibe/acro
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' SECURE BLANKETS. DfTCH & Abruzzi Rye 25 Ibs/acro STAGGERED STAPLES 4" APART TO Afar 1 -Apr 15 Toll Feaae 300 Ibs/acre 25 Ibe/acro 300 Ibe/acre
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES h1UST BE ANCHORED IN 6" DEEP X 6" WIDE Apr 15 -Jun 30 Hulled Common Bermudagrase 25 Ibs/acre 25 Ibe/acre
TP,ENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAI'I1NG. Jul 1 -Aug 15 Tall Faxue and 120 Iba/acro 120 Iba/acre
SLOPES MUST BE OVERLAPPED 4" OVER IHE CENTER BLANKET AND STAPLED M~Browntop Allllet 35 Iba/ocro 6. 6LANKETS ON SIDE 35 Ib./ocro 30 Iba/ocro
2" FOR C350 MATTING). or Sorghum-Sudan Hybrids 30 Iba/ocro ~ 18" MIN
~ MENDED AT 30 TO 40 FOOT Slopes (3:1 to 2:1) 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK . I r T IS RECOM f I OW U2
, INTERVALS. USE A ROW OF STAPLES 4° APART OVER ENlut1 WID1H OF THE CHANNEL. PLACE A 12" MIN T E FIRST ROW IN A STAGGERED I' ~TTERN. ~ I Abr 1 -Jun 1 Sericea Lespadaza {xorified) 50 Iba/ocro SECOND ROW 4" BELOW H - I li- ~ 50 Iba/ocro ~ d
INAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. ~ I ~ ITi I' (Mar 1 -Apr 15) Add Toll Fescue 120 Iba/acro 8. THE TERM _ 120 Iba/acro U~
g BACKFILL AND COMPACT THE TRENCH AFTER STAPLING III 7;':>I~-Iii (Mar 1 -Jun 30) Or Add Weeping Lovsgrase 10 Ibs/acre 10 Ibe/acre
_ - ~ (Mar 1 -Jun 30) Or Add Hulled Common Bormudagrees 25 Ibs/acro FOR PRODUCT INSTALLATION & INFORMATION L,ULSTIONS CONTACT MANUFACTURER AT ~ ~ I-, ~ Jun 1 -Sep 1 unoll Fescue and 120 Iba/acro 25 Ibe acro W / 120 Iba/acro ~
NORTH AMERICAN GREEN I ~ ~~~Browntop Millet 35 Iba/ocro 35 Iba/ocro
14649 HIGHWAY 41 NORTH, E~'ANSVILLE, INDIANA 47711 USA 1-800-772-2040 CANADA 1-800-448-2040 •••or Sorghum-Sudan Hybrids 30 Iba/acre 30 Iba/acre H
Sep 1 -Mar 1 5ericee Leapade:o (unhulled-uneconflad) 70 Ibs/acro BERM~D~TCH and Tall Fexue 120 Iba/acro 70 Ibe acro `r 120 Iba acro ~ ~ / r.a 0,.~
T t~ eT f '~~j T r ~`~~il C~.~d~Ni\l:~L I.~~ (Nov 1 -Mar 1) Add Abruzzi Rye 25 Ibs/ace TION OF NORTH AMERICAN ..I~.A 25 Ibe/acre ~ .y
~Wi` UM~~
NOTES: Consult ConaervcUon Engineer) or thil Culte~vos forrvv~etation of g POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. additional iniormatkn concernng o er eq i rU'~~
' denuded areas. The above vegetation raise aro those which do well under IF SLOPE EXCEEDS 2~, SEED AND MULCH DIVERSION. TRY under d ~
NOT TO EXCEED 57 (HIGH VELOCITIES RELUST). MAXIMUM local condfUone; other seeding rata combincUona ore possible. ~ E~W~~ ~ o u"i
D. A. = 5 ACRES WITHOUT SUPPORTING CALCS.. E TY INTO AN "'Temporory -Reseed according to optimum eeeeon for desired pemnonent DIVERSIONS AT THE TOP OF SLOPES MUST MP ~ ~a rtnanent O ~ ~ Q
USED. vegetat'wn. Do not allow temporary cover to grow over 12" in height before APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY t before U ' U ~ ~x~
mowing, othsnrlee faxue may be ahadnd out. ~ ~ Qp~, ~ h G~
6v ~ ~ ~ 0.
TEMPORARY DIVERSION BERM DI'PCH , W U ~ o ~
TEMPORARY SEEDING SCHEDULE Ta DULE ~ d
~ ax a
A
W
20" 0, ~ O
W .-7
-/2'-1' TOP ELEV. OF STORMWATER O A
\ \v \ w
VA~V~/~~\?/~/ A~/~`//~//` v/ 5 WASHED STONE ~ ~ ~ ~~i,~//~//V/\ V/ / ~ ~ i ~~~/IAA/ A~/AA/AA/ ~ 141AX >
v,w~~y,,~,,vyvv,;~yvv>/vyv, , ,
STAPLE PATTERN ~v~vv, ~ v
1 ~ EXISTING SLOPE / / \//\i ~ ~~a\~~ \ \
VARIES ~ t K•P RAP Ar
3 SIDE VIEW 1""~
EXISTING SLOPE
AP ES PER SQ YD ~rA 3.8 ST L \ ~
VARIES I
/ ~ RMINED BY / ~ NOTES: HEIGHT AND WIDTH DETE rn~~rALr~T~aN <
STAPLE PAT~RN FOR ,v v Y AND i~ EXISTING TOPOGRAPH /t'C~ frLl' A, k71iT[.JT I~~j R _ ~ c; 1 /2' - 1' SEDIMENT STORAGE REQUIRED.
VP t~ I ` KEYED RIP RAP KEY RIP RAP INTO THE DAM a 0
~ f ArIaN. w FOR STABILIZ
~ ~ a i a
~5 WASHED STONE . , ICI ~ ~ ~ \ /
\r\\i\\~ CLASS i RIP RAP(SEE SECTION THRU BASIN BELOW)
F / SOW
FRONT VIEW ~ / OF~
fi INVERT CLASS 1,RIP RAP HEADWALL U
'Max. 8 >I VARIABLE AS OiRECTED 8Y THE Entail"EER 'I'E RARY NE CHECK DAM W PIPE Mrl w
~ MPO STO ~ C7 ~j H
~ w i~~ ~ll~l~~~~~~ 1~ /
.1ia. MIN, 12 1 2 GA. SED~Me ~~~I ~5 WASHED STONE. 1' THICK X 3' HIGH MIN. 1~,~ • NT ~ STORAGE AREA--~' /
MiN. 10 GA " ~7 / LINE WIRES ~ NIREES EDIATE e
,1 { / ~ W
4. - r CRADE
T a
a~ ~ ~ e "~u5 ' ~ ~ ~ PERSPECTIVE VIEW
a - NO SCALE
~ -
~ ~ GRADED BERM CL ANCHOR LINER H1TH STAKES. USE FRONT VIEW STAPLE PATTERN 'E' PER STEEL POST MANUFACTURERS RECOMMENDATIONS
o ~
u~ WOVEN WIRE FABRIC ' ~ I ~ SILT FENCE FABRIC LINER ,~~0 AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT (CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL GRAVEL & RIP RAP FILTER BERM BASIN DETAIL
m 1S DESIGNED TO PROTECT EXISTING PIPE INVERTS
r i o ~ 1 i' 2' THAT DRAIN 10 ACRES OR LESS. ~1 NATURAL
- 3 MIN. ~ CHANNEL R7 ~ ~ ~ 3 FILL SLOPE ( ~ ~ INMfRT 3 MIN. .I N z 3 (MIN.) b ( ) 3' _ GROUND PROJEi'1' N0. ARC-96000 F 5 __FLOW
n ~ ~ ° EOw 1.5 MQ~;. FILTER FABRIC FILENAME: EXHBT2~~ DWG CLASS 1 RIP-RAP
a NOT t ~ GRADE DIMENSIONS ARE
u' ~ - USE SILT FENCE ONLY WHEN DRAINAGE AREA 00.00' MINIMUM ACCEPTABLE {{57 WASHED STONE DESIGNEll BY: SRW, JB UNLESS OTHERWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT)
DOES NOT EXCEED 1 4 ACRE AND NEVER IN ~ OVERLAP uNER AT SEAMS, / W ~ ; ~ r 6" MIN. COVER OVER SKIRT' ACCORDING TO MANUFACTURER a~f2faS OF CONCENTRATED FLO n I~ RECOMMENDAPDNS NOTED. DRAWN dr: SRW
FOR REPAIR OF SILT FENCE AN1,11u11 a1,1111 n~l FAILURES, USE NO. 57 DIRECTED BY ENGINEER Str.[°lION1HtUBASIN, PiI,1ERANDCULVERT PIPE i,-ao'
CD WASHED S1GNE , ~ I n TYPICAL CE ANNEL SECTION NO SCALE
SIDE VIEW on~re: 08-27-99
w X
, RAW SILT FENCE 0 SHEET No.
~ ?~1 1~tl~l J i ~ cv ~'-4
m i x GRAVEL & RIP RAP HORSESHOE INLET BASIN
w ~n4cADAMS
3
U

ENACT 7
'H CAROLINA
ARC-96000
1 2001
V.
DRAWIlVG LIST
wF
Y~ G 1 OVERALL SITE PLAN
g9 3 ~ ~ C-2 GRADING & STORM DRAINAGE PLAN
1.0 d0 p 0 ~ ~ I
G3 POND DETAILS
I C-4 EROSION CONTROL DETAILS
MMERCIAL, LLC
-N-
p~ G Q- N ~SOCIATES INC.
Z
S CE PLA LAZA P 840 , 2 .ACE, SUITE 105
1~ 2'76 NC r H EIG RAL ' 27612-6341
~ - 89 - 9 '7 91 E ON PH ~-789-9707
a
~ s ~P - - 89 9 919 `7 LAKE FAQ FALLS -"789-9715
DAM AFT ~ ~ Q NCUSE
A'2
Fs
o,~ ~ ~5~ FINANCIAIJ,Y RBSPONS[B1B PBRSON/AG13N9' ~easoN/ecse'r
~'o~' 1. Person to contact should sediment control iasua arise during land u;.. ~ae~n~ Ana-ac.uve~ .ou u~.
N Name: T(11 - ?elephona -
e ~i COMMON ~ ~ OAKS DR. 2. Person(s) fum(e) financially responsible for this land disturbing activ nd difturEio~ wtiriy
s~ II1~P®D ASSOCIA9'~S, lNC. SAYB r. ~F~ nine e a s SAYE
a SF
2840 P~ZI PLCB, SURE 105 ee eee
~ ee esa o ~ ?
~ RAIBICR NC 27812 7 ~P
m ~ 9 p iC'~~
~ ~e Ri~FR lea ' in an a~ 6i 3. Appointed agent to receive any nonce, process, or p d,ng y r any matters relating to Raleigh City Code Chapter 5 Part 10. leadwt in W action of Ie~LL proceeding vuiu~ out of
o
c~v Name of individual Signature of Agent ~P~'° THE JOHN R. McADAMS ~.~waa~keo~
c p ti
Place of Business inside Cily of Raleigh Business Telephone ~usinesf Telephone C 0 M PA N Y, I N C.
~ Address
3
_~'a°~F.r°E°ss~~i`~'=•. ENGINEERS/PLANNERS/SURVEYORS
U _I AT
Z VICINrIY MAP O N.
a U 2a PARK, NC 9PA $ TRIANGLE ~ RESEARCH u ~z JAN
CD NTS
C O ZIP 27709-4005 P 0 0 BOX 14005
Cl r L 361-5000 T~s
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Q FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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w ~ I IIII , w j r ti\ ti w y % , C NEL SLOE 12.07 W a ~ ~ ' 9 KING = P300, STAPLE PATTERN "E" ~
14 I I ~ I L, ~ ~ ..'1' t ~ 1~ / 11 v - ~ 2 ~ 8 _ ~ ~
I € I ~ 2 1 ~ 1, ~ 1~ % I I \ f ~ 1 5 w ~ °r.. r.. s 1 I . V t 1 w l /y' 1 t 't \'C,..~' ~c - °.:^u ».w a,. .a+'
w.µ, ~,r ~ ~ ( Q 1 f %
I I I L~^ o 0 1 ~a \ ~ 0 1 ® .w,,~~"""",,, - ~,r J Zip ~ ~ VELOCITY DISSIPATOR D "f'ERMANENT,¢UTCET ~ h ~ W
I I , ~ \ w~t ~ v ! ' Y 7 I I i I ..,_..,,"..t~,~~A~~ ..r,rfr°`'. ~„~M~,~„„, , i ~ y \ 1 f ,r STRUCT NC 0 f~LASS "B" RIP RAP ~ - ~ ,~T, o a
I I ~ v 1 ~ ~.5 , v 1 W w r1 1 ( I , ~ } I I / ~ ` /r`' ~ ~ A ~'`(SEf"bETAIL~.~~' f h ~ ~515c24Wx22~THK 0 1 % r 1 h
I lw___~_ w ~ v,, 1 ~ ~ ~ v•' ° Z ( ~ I t I,I ti 1 ~ { 15 ~ , I ~ v `v v v `p ~ / ~ II w wv 1 ~ 1 w~ ~ _w_m J t 1 , j
1 e ~ ~ +4, } ~ rr d i° I o 1 t t, t 1 1 ~ 6 r1 ro ~roa.~ ~ q ''t Fes" \ 1 0 r . / t ~
\ e. ,r '6 1 d t^" o o, ~ L v \ w\ `~S'~ M r I I j l tl ~ ~ \ ` !I 2 5' ti t r~ ~ T z ~ r ~ NCDGt STD. 838.21 ENDWALL (2)
w„,.......w~. \ ~ , t ~ I , ~ ~ I. L r A / w~ PORARY SE ~ yw ~ ~ , ~ ~ ~ u ~ INV. = 212.50
ti++ ~ W w v c v ~ v 2ti 1 1 1 NTR~~'OUT , ~ . ~ ,
` ~ EMPORARY SILT ti~~.`~µ~ 1 THE EROSION CONTROL MEASURES SHOWN ON ,.M,... o N ~ ~ ~ N,yFENGE"~(11tEC
~-,N N N N N N ~ - TYP. THIS SHEET ARE FOR THE DISTURBED AREAS
1 ~w ,I of I ~wr, ` ~ ~ ~ 1 ~ t ~ \ w t I ~ \ \ ~`w a, ` ~ wti l~ ~ I v ~ I I ~ '4 1 ~ A ~ {~,1 ~ti ~ r, w '~1 N A ~ ` ~ w TEMPORARY SILT ASSOCIATED WITH POND CONSTRUCTIO . LL G~
~ ~ yFENCE.~(TYP.) OTHER DISTURBED AREAS MUST PROVIDE FOR w
~ `y~ ~ `~ti SEDIMENT CONTROL INDEPENDENTLY OF THIS POND.
'NORMAL POOL ® ~.0
I ~ w I ~ ~ .~.~w 'NORMAL PI o v v ~ .w^~ ~II 1, I ~ , ~ ~ v d,. ZO ELEVATI"ON ELEVATIOON 220.00 ~ °t., "
~ _ _ 2 THE EXISTING RISER SEDIMENT BASIN UPSTREAM O ~ -"--1~'° - ,OP"'OF~$ERM P N I T R MAIN IN PLACE.
~ . .o. ~ ~ , I ~ w - ~ ~ `TOP `OF~FO 8ER ~ `~i ~ ~ I `-~~@ ,t,, ~ a ! ( ~t~ Coro _ . 5 ~ k EL` s.oo _ OF THIS D D S O E ~ , 16- / ~z TO,, WIDE ( V Q
'4 ' ~a ~ ~ ~ ~ ~ TOTAL DISTURBED AREA FOR POND = 3.0 AC.
i ~ ~ ~ I 'C ~...a~ ra ~ I m` ~ ~ O ` \ ~ ~ t 5 ~ - ~ , ~
~ ~ I ~ ~ ~ ~ ~ Wv
~ ~ ~ ~ I I J I I ~ ~ \ SENT, \ ~t ~ U 1 LEG&ND
z~ - ~ ,5 ~ ~ ~ ` ~ 1 PROPOSBD ~,9TitiG PROP08SD BASTING
- I t 51 ~ j I 1 tt ~ 0~ , ~ t ; I ~ - t ~ U / I _~~y, WAIERLWE H._....._... yy.,. ~ \ ~ i FYtE HYDRANT ASSEMBLY ~ i T ~1~~ WATFR SERNCE UNE N/A
- ~,w ~ ~ I 1 I `t' gAUES[ CONNECIk)N N/A _ _ a ,o I f I SAIYTARY SEWER --5~-----SF.
.7 .w" 1 WATER NEIER ~ „w O I j ~ ! ~ 5E94R SERNCE LME N/A
~ 1 v \ 0R ~ ~ i ~ ~ ~ ' WATER YALYE ...-"'~^f ~ ~ ~ ! + I f PETER 6 VAULT N ~A 20 if tlr RCP • 1.00E STORY DRNNAOE -k~-------~U^-- 1 r w~ r l i l ~ /
~ w ~ ~ ~ I I ~ i I' 1 ~ ~ l0 ~ o v ~ ~ ~ ~ ~ I I I ~ ~ "a 'v t v I I ~ s I TEMPORARY LO W / ,,w ~ F- ! ! ~ ~ BAIXFIOw PREKNIER N/A Sl'CRN SERNCE UNE N/A -w ~
~ ~ ~ ~ i I ~ I - _ CONSTRUCTION ~ ~ w I ~ I I`. I - EASEMENT \ o i I t , ~ ~ • REDUCER N/A Y ~ OAS LWE °---G G^^ ,r^ ,w'µ°µ n PLUG N/A ~ UNOERCROUND ELEC1RtC w-~^UE-~-~--~--UE----
~ ~ 1 ~v I I 4 1 j t `,i i t ; 0 N BLOW-OFF N/A N/A 014iHf1D E1FC1TtIC mm-C~E-~---w~--- V
4 1 \ ~ t ~ ~ ~ I ~ \ w I ~ I o, I w, FES N/A N/A TELEPNOFE UNE T ^^~-~-w-w T
N p I y u 1 1 ~ ~ I i l I I ~ A r CATCH BASH 5LT FENCE N/A ~ YARO INUIT N/A TREE PROTEC110N N/A
I\ 5. 5 I ° I i 1 ~ ~ I 1 1 I ~ w,~ ~ ti I I I I I I I I ¦ STORM SERNCf INLET N/A FENCE UNE N/A
m ~ t ti w 1 I I i i ~ I I + m I 5 I ° ! t I . t o I o f o ! I • STORK SERNCE ROOF-DRAW N/A ~~~~`s~~ DIVERSION giCH N/A • •Ip• • UNITS Oi gSTLRBANCE N/A
m ~ t t 1 1 I l I I° ~ II i STORK MANHOLE .1 CIEARWG UNITS SAYE
'tnr' d, .5 l I I ~ I i 4 7 4 I I~ y I~ I I I I° , ~ ~ 1 ~ . ~ r ~ _ m, ; I ~ - Ii1lET PROTECTION N/A ~ PHASE LINE SAYE
N C ORNNACE F10W ARAOW ~,m PROPERTY LWE SAYE i SAWTARY SEWER MANHOLE ~r'~ RNWT-OF-WAY UNE SAYE Q
7 EASEMENT UNE SAYE PRO]EC'f NO. ARC""96000 • SEWER CLEAN-WT
L N/A TELEPHONE MANHOLE (jj CENIERLWE SAYE 260 CONTOUR a~~ F>~~: TR7PONp1.DWG
F- N/A IELEPFIONE PEDISTAL N/A EU:CiPoC BO% ~ CONSTRUCTION ENTRANCE N/A DBS[GN6D BY;
3 N/A POKER PqE JES I
D SANE IRON PWE ~ CONCRETE r DRA1fN BY: SANE IRON PWE SET Q •rr-.~-I SRW
C O N/A BORE HOLE 7 u
CL GREASE TRIP N/A PAINT STRIPING N/A SCALE: q A C I Y~J
L YARD LIGHTS N/A HANDICAP RAMP N/A -DATE: 08-01-00
O C O LIGHT POLE 0
a GRAPHIC SCALE HANDICAP SYMBOL N/A TOP A BOTTOM CURB ELEVATIONS N/A SHEET NO.
L 1-1 40 0 20 40 80 W-10- TRAFFIC DIRECTIONAL ARROW N/A Xxxm r - LINE BREAK SYMBOL N/A C2
U Q Q
O1 I inch = 40 ft. IIMoADAMS
3 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION FNNm
U

11.16 FT m NOTE, ALL REBAR TO 8E ~`4 REBAF ~ TO 8E ~`4 REBAR C('l TS @ 6' TOP & BOTTOM
~'4 REBAR TRASH RACK (ABOVE) 9'16 ~ m GALVANIZED AND COATED WITH A 7.16 FT 0 BITUMINOUS COATING COATED WITH A ~ ~ 5 SFA, @9' FILL ATING ~ ~ 1'-ID IS/16' 4'-3• ACE 2-N2, 2-N3, 2-N4 Q Q
HANOWHEEL El :3520 5.16 FT 0 ~ Z 2 SPA, @ 1'-9' STR, rrnn II 9/16'- FACE 2-Hl, 1-H2 Q~ 3 V 1 ~ ~ ? p 62 S BARS IN 3 SPA, @ 1'-2' FILL H2 'Z C~ 2 rJ
NOTES: (SOUTH RISER I~NLY) ANCHOR TRASH RACK TO MANHOLE WALL WITH FOUR EQUALLY SPACED HOT-DIPPED GALVANIZED STEEL CLAMPS. EACH COMP 2 f 1. MANHOLE STEPS TO BE PROVIDED TRASH RACK ATTACHED TO MANHOLE RISER BY 2-4"x1/4" CONCRETE ANCHOR 2 ~ D ? ~ --I ~ I TOP OF FOOTING FACE 3-Hl, 1-H2 2 SPA. @ 1'-6' ~ J ? Z
AT 1'-2" O.C. (SEE DETAIL) BOLTS EACH CLAMP TO BE COATED W/ A BITUMINOUS COATING, f j Z ~ = 1' V2 FILL FACE ? ~ _
2. STEPS SHALL BE IN ACCORDANCE 1 f 1 FT. ?'U n i l b 11 Z1 N~ 1-Y2, l-V3, 1-V4 W Q Z = =~ZDf I ZP ~UQ?H
WITH NCDOT STD. 640.66 EL. 222.70 TRASH RACK (TOP OF RISER) 1 f I 0! 1 fT. ~ I~~I I N4 Q=~ LJ
(SEE DETAIL)
EL. 222.70 TOP OF RISER ~4 REBAR (TYP.) CDC?~ " 9 Hl ~~~?Q rr` 2~7Z i \ ~ ~ ??(/1~ V £DD 'v qh S° Z '
~j4 REBAR ~ Lf)
MANHOLE WALL ~ 6.0' THICKNESS=7" EL. 222.70 (TOP OF RISER) - MANHOLE WALL D ~ r "S' a Z3 iu N ~ r" THICKNESS=7" T4 T4 'Z' W A . (Y, O
(0.58') 2 FT. (0.58') Z p. V' S-SPA, @ 9' z-N2, ~ O U P z N3, z N4 WING ELE ATIDN ~
1-4" DIA (SCH. 40 ASTM w Typ, { ) 01785) INVERTED SIPHON a 9' 2'-4 l/2' r-9 7/l6' W Z I O
`I' LONG (SOUTH RISER ONLY) d SEE ^ ~ "O - PLAN STD, DWG, 838,45 FDR GENERAL NOTES, ~ ~
a LF a• o~A. INVEATEh Ivc ELEVATION VIEW BILL DF MATERIAL FOR ENDWALL ~ Z7 J ~ ~ ~
SIPHON (SCH. 40 AS1M U1785) (SOUTH RISER ONLY) NTS fTl a-_6• REINF, STEEL 1 PIPE J ~ a'
NWSE 220.00 _ _ EXTENSION STEM _ 7^ (TYp,} NORMAL POOL EL. 220.00 I'I la• BAR SIZE LENGTH ND, IIEIGHI ~ Q 3 ~ ~ wa ? Z ~ 10' ~ " W ~ ~ ,-a N
(SOUTH RISER ONLY) UPPER INVERT OF PVC SIPHON 6 FT. ~ z-GI z-G B1 #4 5 -6 4 15 ? 3 Y ~ W ~ ~,I 2' z` L~ ~ ~ ~ C7 6 FT. DIAMETER ~ ? I it B z-Nl @ 8' FILL FACE M 2' FILL FACE 2' B2 #4 4'-6" 4 12 Z Z Z LCU O
K MANH~ 1 (INTEf MANHR~E~RISER ~ ~ ~ FILL FACE G1 #7 8'-2~ 2 33 Z W ° W O O
' 7 (TYP.) DIMEN 1 y' (I TE Z _ O ~ n 1 1-Vl STR, FACE ~ Nl @ a' 'V'@ 1' 6' ~ ~ ~ O O DIMENSION) ~ ? @ W NG WALL `N'@9' HI #4 5 6 10 37 3 O A, E, ~
6 Ff. DIAMETER _ MANHOLE RISER ~ d v1 ~ 2-B2 ro P[PE NDT H2 #4 3'-6" 4 9 Q W I [i ~
<K (PRE-CAST SECTIONS) F N 1~ SHOWN H' Nl 4 7'-il" 4 21 ~ ~ ~ ~ ~ x ~ ~
F ~ 1 " DIR. PLUG VALVE SEE 6 Fi. DIAMETER k 2 ~ ~i ha Vl @ 1'-4' 8' 1 ~Z' T4 Q LIJ LJ W U O CO ~ n ` I a ~ 3' DRAINS iv N2 #4 6'-7" 4 18 ~ ~ i a 6' ABOVE @ WING WAL I ~ ~ m W q z ? C ~ . A H
OUTLET STRUCTURE MATERIAL MANHOLE RISER z 1~ N FLOW L[NE ~ N - ~ N3 #4 5'-8" 4 15 ~ U 4 Z W ' -p z1 I ' 4 4'-9" Q ~ ~1~~ C~ ~ p
LOWER INV. 211.17 ~ SPECIFICATIONS -SOUTH (PRE-CAST SECTIONS) SIPHON EL. ~ RISER ONLY) WATERTIGHT SEAL SHALL DE 10' i-+ n ~ a ' T4 iu N #4 4 13 A ? ~ _ I~~ z W G~ _ T1 #4 11'-10' 6 47 Z ~1' 4 " ~ w ~
PROVIDED AT RISER-BAItREI A W ~ INTERFACE G SKET ALL f'l ~ C_I 6' ,T, g• T5 @ 6' ~ 8' ' 21 Q U ~
SLEEVE ~ tl cDNST, ~r, z-BI T4 #4 5 3 6 I r ~ 3'-0' _ " ~ W ,uuui, ? I B SECTION AA T5 #4 2 6 34 57 (/7 Q ~ ALAN
48" DW. 0-RING RCP a ~ ~ ELEVATION SECTION - BB vl #4 5'-9' 2 8 = W L~ CARO ~
~ ~4 REBAR WELDED (TYP.} ~ 12" DIP (SOUnI ° ~ V2 #4 4'-10" 2 6 ~ U H 0~ SS ~ti I,I " ~ ~ ~FE /p y ;
{SEE NOTE} TO POND DRAIN 2.67 FT. (TYP.) RISER ONLY) z N a V3 #4 3'-11 2 5 J ? ~ 4- 'Ly ~ d ' I z z z z z1 3'-5• v4 4 3'-1" 2 4~ LL ~ _ a SEAL
TRASH RACK ` 46" DIA 0-RING RCP f'1 ~ 1 I 3 U2, # Z
BARREL (MOOIFlED TONGUE 5.16 FT 0 T' ~ .J--~-~ Zz 3'-0' Z1 #4 3'-11" 6 16 W Z ? 2349 5.16FT0
INV. EL 212.90 ~ i . ,t ,x AND GROOVE) 12" DW DIP , a 2.6T F r ~ ~ ~ ro Z2 #4 3'-6" 4 9 W F I I I Z3 2'-7' ~ ~7.1s Fr ° ~ ~ ~ Z3 #4 3`-1' 4 8 ~ E
POND DRAIN PIPE ~ ~ ' ' ~ ' ~ TYp, ~ 1.16 FT 0 34" ( ) i. r ~ I i ~ , ` EL. 212.90 ~ 9.16 FT 0 6' HK. i 6 FT 0 H1 4'-11' ~
i < ~ I ~ <c 11.16FTm 2'-ll' ~ 4 i H2 I r+ I -l---I II~n FT 0
E 1 1 12.5'0 ~ ~ I 34" 5.58' "H" BARS " " 'H', 'N', ~ 'z' BAR DIMENSIONS REINF, STEEL LBS, 354 N BARS Z BARS
"SIDE VIEW" < HEET 1 Of ARE OUT TO OUT, SHEET 1 ~F2
EXTENDED MANHOLE BASE I < c c < ,81 ?N,/R.~, cu. r~s S,o 83881 838
FOR ANTI-FLOTATION PLAN VIEW 12'5 m EXTENDED MANHOLE BASE FOR NTS
~ °FRONT VIEW~~ ANn-FLOIAnoN y~ -
NTS ' -
NIS
NTS
N TE : Z NOTES oN A B O
ALL STEPS SHALL PROTRUDE a• FROM INSIDE FACE DF STRUCTURE WALL H.> 1. CONCRETE FOR COLLARS SHALL BE 3000 PSI (MIN.) 28 DAY STEPS DIFFERING ]N DIMENSIONS, CONFIGURATION DR MATERIALS FROM THOSE SHOWN MAY ALSO BE USE? Penvl?ED THE CONTRACTOR HAS FURNISHED NOTE: HOR120NTAL STAPLE SPACINI THE ENGINEER VITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE iw,INEER fOR THE USE OF SUCH STEPS. Mr3 IF NECESSARY TO PLLOW ST. IZONTAL STAPLE SPACING SHOULD BE ALTERED C ECESSARY TO PLLGW STAPLES TO SECURE THE ~
STRENGTH ~2u CRITIGL POIMS uONG THE 2• COLLARS SHALL FIE CONNECTED TO 48" RCP N9TH A ~ oO°~z CAL POIMS ALONG THE CHANNEL SURFACE. IM ~ CRIU~AI PO S
WATER TIGHT JOINT. 1' ~ ~rn2 REFER TO GENERAL STAPLE w¢aw~ CORRECT STAPLE RECOMMEN R TO GENERAL STAPLE PATTERN GUIDE FOR p uvERLAPS AND SEAMS A W SECT STAPLE RECOMMENDATIONS TOR CHANNELS. B. I~NOJECIEO WATER UNE B C
3. COLLARS SHALL BE SPACED ALONG BARREL AT 20'-0" O.C. ~ I" I ~w~o.. 2.00' MIN PROJECTION 6" ~ ti~~zJ INSTALL USING STAPLE PATTI . ~wo¢ PER MANUFACTURER C, ii~ANNEI BOLTON/SIDE 4LL USING STAPLE PATTERN 'E" siOPE VERTICES MANUFACTURER
~ ~ ~ SIB' m pZ E7M~
L ~ I aQ ;r};` 2
PLAN i ~ w i ~ SIDE / PLAN SIDE > ~ C
m ELEVATION ELEVATIDN ~ C '(~J O ~ U~
_ - L ~W ~ J A T R N H- L ) u ur ~ C S 10 ~J
48"~ 48 48"0 ~ r^a II CAST IRON ELEVATION 0-RING 0-RING ~ W • . (J1EMpuy
4 RCP RCP 0-RING O.D.=59.5" ELEVATION - a ~ rn RCP ~ ~ q F- . . ~ ~ ~ W ~ ~
~ q U
ib BAR OR ~ . ~ B YI ~ 118 BAR q ~ fiALV'A Z . . . ~ / I1 . . ~ W U W h~ ~ ' fi / ^~I s ~ O
" P YP P E a ¢ N ' i. a yg F ' / CI n U)~U~ I
~ ~ ~ (7 W 1 2~ T ti¢
155' yr PLAN S[DE SIDE ? d ~ • q A~yxw
4 ve• ~ ~ ~ LEVATION PLAN EL VAT ON z Q 2 •5 i CDNPOS[TE W ~ W~~O~ 1
M REIK(Y2CING STEEL A N R 2O W ~ A,
- P COLLAR I-~' T ANTI SEE NDTE~ CONCRE E SECTION A-A l2' NOT i0 HE USED IN HEET DFI • - - - W ~ ~ a x ~
(NTS) ELEVATIDN ELEVATIDN SANITARY SEVER MANHOLES, 840 66 ~ ~ 7 ~W
a o
2' 8 ~ a
' X 4" 6 6 WELDED WIRE FABRIC EACH SID & TOP) 4 W
1. PREPARE SOIL BEFO POND OUTLET STRUCTURE NOTES: W 1. PREPARE SOIL BEFORE INSTAlUNG BLANKETS, INCLUDING APPLICATION OF LINE, FERTWZER, AND SEED. STAPLE PATTERN p A
1. 48" RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED TONGUE AND GROOVE, ASTM C76. THE JOINTS SHALL BE 2. BEGIN AT THE TOP 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' DEEP X 6' WIDE TRENCH. JJ JJ BACNFILL AND COMPACT THE TRENCH AFTER STPPUNC.
CONFINED 0-RING RUBBER GASKET JOINTS MEETING ASTM C-443 AND ASTM C-361. y2 XEBARXP~RIMETER FRAME BACKFILL AND COMF i ) 3. ROLL CENTER BLANi 3. ROLL CENTER BLANKET W DIRECTION OF WATER FLOW ON BOTTON OF CHANNEL
2. THE MANHOLE OUTLET RISERS SHALL BE 6' LD., MEETING ASTM C-478R AASHTO M-199 EXTENDED BASE. THE 12"m DIP DRAIN PIPE (8 LF) 4. PLACE BLNNKETS EP 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP, USE A DOUBLE ROW OF'
MANHOLE JOINTS SHALL BE ASTM C-443 RUBBER GASKET JOINTS, MANHOLE JOINTS SHALL BE SECURELY ANCHORED STAGGERED STAPLES TOGETHER TO PREVENT SEPARATION. 2' S. FULL LENGTH EDGE STAGGERED STAPLES 4' APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN B' DEEP X fi' WIDE
TRENCH. BACKFILL AND CONPACT THE TRENCH AFTER STPPUNG.
3. OUTLET STRUCTURES SHALL BE PROVIDED W1TH STEPS 1'-2" ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH NCDOT TRENCH. BACKFILL STD. 840.66. 6" fi. BLANKETS ON SIDE (2" FOR C350 MATT fi. BLANKETS ON SIDE SLOPES NUST BE OVERLAPPED 4' OVER THE CENTER BLANKET AND STAPLED (2" FOR C350 MATTING). Z
4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHED TO RISER BASE TO PREVENT RISER/BLOCK I 1. IN HIGH FLOW CHAR 1. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT 3,8 STAPLES PER SQ YD
SEPARATION, IF POSSIBLE, EXTENDED BASE SHALL BE PRE-CAST WITH MANHOLE BASE IN THE SIZE NOTED ON THE MANHOLE NTERVUS. usE a RISER DETAIL, SECOND Row 4" BE RV S A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A INTE ALS U E SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
4„ 8. THE TERMINAL END 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. A T T E R N FOR I N S T A L L A T I O N
8" II 3000 PSI CONCRETE ~I BACKFILL AND COME OUTLET STRUCTURE MATERIAL SPECIFICATIONS: STAPLE P
FOR PRi FOR PRODUCT INSTALLATION do INFORMATION QUESTIONS CONTACT MANUFACTURER AT: F Cj H A N N E L LINE R NORTH AMERICAN GREEN 0
1. POND DRAWDOWN IS VIA AN 12" PLUG VALVE. THE VALVE SHALL BEAM&H STYLE 820 X-CENTRIC VALVE OR APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE WITH AWWA C-504 SEC. 5.5, AND SHALL BE OPERABLE FROM TOP OF 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711 USA 1-800-772-2040 CANADA 1-800-448-2040 'Qj
OUTLET STRUCTURE VIA A HANDWHEEL (SOUTH RISER ONLY). 3'
2. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED. a LF 12"m DIP 7" (TYPJ - Y SPILLWAY CHANNEL IN R EMERGENC HANNE~ L E
INSTALLATION 3. THE INVERTED SIPHON SHALL BE 4 LF-4 INCH DIAMETER SCH. 40 PVC PIPE, ASTM D 1785. (SOUTH RISER ONLY). CONCRETE ANTI-FLOTATION BLOCK AMERICAN GREEN C o ATI N OF NORTH LL 0
(SEE CROSS-SECTION) 4. GEOTEXTILE FABRIC FOR THE 48 INCH OUTLET BARREL JOINTS SHALL BE AMOCO STYLE 4553 POLYPROPYLENE
NON-WOVEN NEEDLE PUNCHED FABRIC OR APPROVED EQUAL (NON-WOVEN FABRIC) 3' 2.67 FT. (MIN.) 10' (MIN.) BROADCRESTED WEIR EMERGENCY SPILLWAY
5. FILTER FABRIC FOR VELOCITY OUTLET DISSIPATER SHALL BE MIRAFI FILTERWEAVE 700 OR APPROVED EQUAL. y ~ 6'm LD. MANHHOLE TOP OF BERM EL. 226.00 CREST LENGTH = 35 FT. CREFT ELEV. = 224.80
0~ HANDWHEEL 12'W AQUATIC SHELF AT
BERM SOIL AND COMPACTION SPECIFICATIONS: ~.P~~ ~,o~ ~0~ ~ 50G EMERGENCY SPILLWAY EL. 224,80 EL. 225,20 6;1 SLOPE EL. 220.00 - - Z
1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 957 0~ G~ (SOUTH RISER) TO 218.00 -
STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MgSTURE CONTENT. NO BLASTED MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS. 0 `~E TRASH WICK W (SEE DETAIL)- •1 ,k O^~
~\5~R NOTE: 6 REBAR HALL BE CLASS 50 AND 2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPAC110N TEST SHALL BE CONDUCTED EACH 2500 SQUARE FEET PER TOP OF RISER EL. 222.70 (80TH RISERS) N F+M H
~ VERTICAL FOOT OF FILL. MAXIMUM LOOSE LIFT THICKNESS SHALL BE 12 INCHES. BEDDED 4 INTO CONCRETE BASE z ON FOUR CQRNER,$, WELDED WIRE MESH SHALL BE 4 X 4 6 6 AND SHALL BE -OUTLET STRUCTURES (X2)
¢ 3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW EXISTING EMBEDDED 2"INTO NCRETE BASE NORMAL POOL EL. 220.00 D a GRADE. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALL REQUIREMENTS OF M1 AND )j2 ABOVE. AROUND PERIMETER OF BASE. SEE DETAIL W NCDOT STD. 838.21 ENDWALL (X2)
m - - ~ 3 FT. COVER OR APPROVED PRE-CAST EQUALS.
4, IF ROCK IS ENCOUNTERED DURING EXCAVATION NEAR THE BERM AREA OR DURING CONSTRUCTION OF THE KEY TRENCH, A UPPER INV. PVC SIPHON GEOTECHNICAL ENGINEER SHOULD BE CONSULTED BEFORE BLASTING OF THE ROCK. IF THE ROCK IS REMOVED BY BLASTING, 11 (MIN.) 1 NON-WOVEN GEOTEXTILE FABRIC 1 6 SHALL BE PLACED AROUND
THE REMAINING ROCK UNDER THE BERM AND POND AREA MAY FRACTURE, RESULTING IN POND LEAKAGE THROUGH THE H A R TAIL S TH RISE R 1 IN TRA GU D DE OU 2 DRA S ; 1 JOINTS OF RCP BARREL IN 2' WIDE OUTLET BARREL (X2) BARREL INV. OUT = 212.50
o FRACTURED AREAS. cu 4 LF 4 DIR. INVERTED STRIPS CENTERED ON JOINT.
o~ 5. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION. v N ~ PVC SIPHON (SCH. 40 VELOCITY DISSIPATOR
ASTM 01785) - (SOUTH RISER ONLY) RISER ONLY) NCDOT CLASS 'B' RIP-RAP BARREL INV. 45'Lx24'Wx22"THK
0 RARY DING SCHEDULE SEEDBED PREPARATION DRAIN TRASH GUARD IN=212.90 80 LF 48"4 ORING RCP ®0.50 (CL. III)
TEMPO SEE P RMANENT SEEDING SCHEDULE _ H E SEE DETAIL SOOT ~ ( ) (
m APPLICATION RATE 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES RISER ONLY) ~ ~QJ~ SEEDING MIXTURE _ _ _ -y , ;
a DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 1 1 1 ~ 1 1~
w AUG 25 -OCT. (BEST) TALL FESCUE 200 LBS/AC JAN 1 - MAY I RYE (GRAIN) 120 LBS/AC ~ L 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. POND INV• EL. 212.00 ~ FEB. -APR 15 (POSSIBLE) KOBE LESPEDEZA 50 LBS/AC
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS MaY 1 - Auc 15 GERMAN MILLET ao LBS/AC LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 12" DIP DRAIN LAIN ANTI-SEEP COLLARS (X3) TO BE Paoa~GTNO.
~L AMENDMENTS (SOUTH RISER ~ APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4000 LB/ACRE AUG 15 -DEC 30 RYE (GRAIN) 120 LBS/AC 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ONLY) .ER SPACED AT 20.0' O.C. (SEE DETAIL) ARC-96000
~ GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTWZER• UNIFORMLY AND MIX WITH SOIL {SEE BELOWi), FILENAMD: TR7PND-D,DWG
~ 1dIlLGd sal AMENDMENT'S 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
~ APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, r OR A MULCH ANCHORING TOOL. A DISK WfTH BLADES SET NEARLY STRAIGHT CAN FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. KEY TRENCH 5' FT. MIN. DESIGNED Dr: (SEE BERM SOIL AND ~ES
L BE USED AS A MULCH ANCHORING TOOL AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER (FROM AUG ~ 15 -DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). 6,) SEED ON A FRESHLY PREPARED SEEDBED AND COVER COMPACTION SPECIFICATIONS) DRAflN DY: SRW
~ AI9INTENAN4E
C INSPECT AND REPAIR MULCH FREQUENTLY. REFERTIUZE IN LATE WINTER OF THE 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o. FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, REGULARLY TO A HEIGHT OF 2-4 INCHES. OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR L sc N. T. S.
NURSE PUNTS RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF DATE: 08-01 _00
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE LWNTIENAINC a GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN). JAN I - AUG 15: REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
RESEED, REFERTIUZE, AND MULCH IMMEDIATELY m FOLLOWING EROSION OR OTHER DAMAGE. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. SHEET NO.
i 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT C-33
E AUG 15 -DEC Do: REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
O DRESS WITH TO LB/AC OF NITROGEN EXTEND TEMPORARY N COVER MARCH. F T IS BEYOND JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH. See seasonal application schedule 3 .PERMANENT DAM CROSS SECTION P FINAL DESIGN 1GB - -NOT RELEASED FOR (-OBSTRUCTIO JIMcADAMS N

S1EEL FENCE POSI
CDOT CLASS 'B" RIP-RAP WIRE FENCE
54" 0-RING RCP ss'Lxla'wx22" rHK. HARDWARE CLOII I r POND CONSTR UCTION SEUN E CE
A A FILTER OF 1" DIA. WASHED STONE- 1, OBTAIN LAND DISTURBANCE PERMIT, 9. CONSTRUCT DAM TO FiNAI ELEVATION OF 266.00, INSTALL PERMANENT A
FILTER FABRIC s, ~ ON GROUND EMERGENCY SPILLWAY WEIR AND EMERGENCY SPILLWAY CHANNEL PER s' 2, INSTALL ALL EROSION CONTROL MEASURES FOR CONSTRUCTION OF THE DETAIL INGIUDI
~ I!-i YARtPBLE AS OIRECTEI V,{~ YARtPBLE AS gRECTEO BY THE ENgNEER DAM AS SHOWN ON THE EROSION CONTROL GRADING PLAN. C AR ( NG PERMANENT CHANNEL LINER) IN Flll AREAS, THE ~ LE SPILLWAY WEIR AND CHANNEL SHALL BE CONSTRUCTED BY PLACING
~I. ONLY THE MINIMAL AMOUNT NECESSARY TO CAIN ACCESS AND INSTALL FILL TO FINAL ELEVATIONS, THEN CUTTING TO CREATE THE WEIR AND THE INIiIAI EROSION CONTROL MEASURES, SPILLWAY CHANNEL. DIVERT RUNOFF INSIDE DAM TO POSITIVELY DRAIN
i~ t ~ ~ uiN. iz-~n cti TOWARD TEMPORARY RISER OUTLET STRUCTURE. ~ p
SECTION BURY W1RE FENCE AND NIN. to cA. HARDWARE CLOTH UNE wREs ~wTER11EgAlE 3. CLEAR AND GRUB SITE AREA FOR DAM INSTALLATION. REMOVE ALL , ' weES VEGETAl10N AND TOPSOIL FROM H11HIN THE LIMITS OF THE PROPOSED 10. COMPLETE CONSTRUC110N OF O V d'
S F F RI U1 i0 i AXIS OF THE NEW DAM, A GEOTECHNICAI ENGINEER SHALL BE P THE PROJECT. GRADE INTERIOR Of THE H z I ~ ° ro Ric OND TO EL 212.90 TEMPORARY INVERT T A
r~:d x~Sk'wY tv ~ c o AVAILABLE TO INSPECT THE CONSTRUCTION OF THE DAM, ANY ( ) 0 LLOW THE POND TO DRAIN W ~ COMMENTS BY THE GEOIECHNICAI ENGINEER SHALL BE INCORPORATED COMPLETELY AFTER RAINFALL EVENTS. COMPLETE ALL GRADING IN THE ~ ~ ^ p
~t a:~E INTO THE CONSTRUCTION OF THE DAM, INTERIOR OF THE POND, tiH1H THE EXCEPTION OF THE FOREBAY BERM. ~ ' x THE FOREBAY BERM SHALL BE CONSTRUCTED AS THE FINAL ITEM ~ '
36' FILTER OF 1" DIA. I WASHED STONE (/J 'Q' N 4. REMOVE ANY SOFT NEAR -SURFACE SOILS ON DAh1 AXIS PER ON -SITE BEFORE FILLING OF 1HE BASIN, TO PREVENT EROSION ON 1HE \ p.,
GEOTECHNICAL ENGINEER AND REPAIR ALL AREAS AS NECESSARY TO DOWNSTREAM SLOPE OF THE BERM. INSTALL RISER TRASH RACKS AND ~ - ' p.,
PLAN ACHIEVE A STABLE SUBGRADE. INVERTED PVC SIPHONS PER DETAILS. REMOVE ALL CONSTRUC110N ~ N DEBRIS AND ACCUMULATED SEDIMENT FROM THE POND AREA w p
'Tiny 1~1N 'Yy'y^~Y~ Ik 1C' ~ -l i it PROPERLY I P Z FRONT VIEW 5. CUT OUT CENTRAL KEY TRENCH TO LOW PERMEABILITY 501LS AS DS OSE OF THESE WASTE ITEMS. ~ Z
54" o-RING FRONT VIE RCP REQUIRED. THE TRENCH SHALL 8E CUT TO A DEPTH AT LEAST AS DEEP Q O O AS NOTED ON 1H I E DETALS FOR THE BERM SECTION. IF ROCK IS il. UPON COMPLETION OF ALL REMAINING CONSTRUCTION ITEMS
STEEL POST ENCOUNTERED DURING EXCAVATION FOR THE KEY 1RENCH, A PROMPTLY SEED AND MULCH ALL AREAS ASSOCIATED WITH Q' ~ C'.-,N p ~ F~
- - 22" LAYER OF CLASS 'B' _ _ - ~ - RIP-RAP GEOTECHNICAL ENGINEER SHALL BE CONSULTED BEFORE BLASTING OF CONSTRUCTION OF THE DAM. SEE SEEDING SCHEDULE FOR DETAILS, ~ 1 MO~EN N1RE FABPoC THE ROCK OCCURS. BLASTING AN F A ~ s~Lr PEtlC£ cEOrEZn~ PaePoC C R CTURE THE REMAINING ROCK COMPLETE GRADING ON INTERIOR OF POND TO FINAL INVERT ELEVATION ~ {Yy x
~ _ _ ~ - - ~ ~ - - 4" FILTER BLANKET SILT FENCE ea>F: T T ~i BOTH UNDER THE BERM SECTION AND IN THE POND AREA RESULTING IN OF 212,00 V O ~
III- - - - - - - END 01: -USE SILT FENCE ONLY WHEN DR,UNAGE AREA o I ' ~ FILTER EA DOES NOT ExC£ED t/1 ACRE AND NEVER W „ ~ au SIAPE SUBSEQUENT LEAKAGE OF THE POND. w"~x w ~ ~ ~ • Poe eEPUe aP sLr 12. ONCE POND IS STABILI2E0 AND APPROVED BY TH aA>r" W E CONSERVAl10N ~ , O
PLAN VIEW ERIC AREAS cF coNCO+TRATED FEOw NOTE: SECTION A-A -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. " ~ PENCE FuLURES, usE 6. BEFORE THE FIRST LIFT OF SOiL IS PLACED, 1HE SUBGRADE SHALL BE ENGINEER, REMOVE THE TEMPORARY CMP OUiLET STRUCTURE AND ' ~J U` -0 Na. sr wueEO staHE. SCARIFIED AND MOISTURE CONDITIONED AS NECESSARY, ANO A THIN y W ,
A FILTER BLANKET IS TO BE INSTALLED Filter blanket N Poe uacxoe NHEN ~u STONE FILTER FROM 1HE 12-INCH DIP DRAIN PIPE. REMOVE SILT FENCE Fi ~ ' xa., _ a:~ c~~ ~e~ir°TE0nN0 LIFT OF NEW FILL PLACED PRIOR TO INITIAL COMPACTION. AND SILT FENCE OUTLETS AND CHECK DAMS. P w
BETWEEN THE RIPRAP AND SOIL (SEE NOTES a' MIN. 'o ROPERLY DISPOSE OF ALL WASTE DEBRIS, INCLUDING ACCUMULATED SEDIMENT. INSTALL a' uw. co~Ers 7. PLACE FILL FOR THE DAM (IN ACCORDANCE WITH OAM SOIL
FOUNDATION. THE FILTER BLANKET WILL ° o~r+sKwr' PERMANENT DRAIN PIPE TRASH GUARD PER DETAIL. INSTA F PuuPU~ COMPACTION SPECIFICATIONS) TO 1HE ELEVATION OF 1HE SPRING LINE LL OREBAY ,gyp q~i
CONSIST OF A MINIMUM 4 THICK LAYER OF _ I ;--r i I STONE(NCDOT #57) UNDERLAIN WITH MIRAFI I ;-~f , ~ , I_ u+aoR sWnr ~s OF THE PRINCIPAL SPILLWAY BARRELS. IF A TEMPORARY COFFERDAM IS BERM PER GRADING PLAN. ~ CARS 4,~, DwECTED BY ENGINEER ~ TO BE PLACED AROUND THE WORK AREA TO PROTECT THE NEW -
FILTER WEAVE 700 OR APPROVED I ' ~ i,l f i ~ SIDE VIEN EMBANKMENT DURING CONSTRUCTION, THE CONTRACTOR SHALL BE 13. UPON FINAL ACCEPTANCE BY THE CONSERVATION ENGINEER, ARRANGE 0 FESSYO ti~ ' SIDE VIEW FOR AS-BUILT INSPECTION BY THE SITE ENGINEER BY CALLING 361-5000. ~ Q~ ti
EQUIVALENT roP of saT FENCE I ~ ! : MUST BE AT LEAST ~ ~ .«..,1 I RESPONSIBLE FOR 1HE DESIGN AND CONSTRUCTION OF SUCH WORKS. ONCE BOTH THE SITE ENGINEER AND THE C R ONSERUAlION ENGINEER SEA
rr~r r-r- ~ 1' ABOVE THE TOP i _ ~ OF THE WASHED i i 'III 8. EXCAVATE FOR PRINCIPAL SPILLWAY BARREL SYSTEM APPROVE STRUCTURE, THE 12-INCH PLUG VALUE MAY BE CLOSED AND AND INSTALL THE POND WILL RETAIN WATER. 234
T S ONE ~ I' BARRELS AND PRE -CAST MANHOLE RISERS. POUR CONCRETE FOR ANTI - SEEP COLLARS, MAKING SURE TO HAVE A WATERTIGHT JOINT BETWEEN
I THE COLLARS AND THE OUTLET STRUCTURE BARRELS. INSTALL THE 12- ~ N
INCH DIP DRAIN PIPE AND 12 -INCH PLUG VALVE iN THE SOUTH RISER ~ OUTLET PER DETAILS. INSTALL THE TEMPORARY CMP RISER OUTLET ~ ~
- - STRUCTURE ON THE 12 -INCH DIP DRAIN PER 1HE DETAILS. THE 12-INCH
STEEL FENCE POI O SET MAX. 2' APAIti BUAY 1WRE FENCE, FILTER PLUG VALVE SHALL REMAIN OPEN AT All TIMES DURING CONSTRUCTION OF THE BERM AND POND.
FABRIC, AND HARDWARE FRONT Vlf W cLOrH IN TRENCH
VELOCITY DISSIPATOR SILT FENCE GR A11EL OUT T LE TA S NDAR T P D EM OR>~ MPORARY SI T FENCE L
z
0
w
.L_ x
TOP ELEV. OF STORMWATER 1~2 -i
~i~/~/~,//~/~/ / f~ ~ 5 WASHED STONE ~ w / / / ~ ~ / /\j/. Q
~ /i//i /i/iy/i'~ , , U
EXISTING SLOPE //\i a ~ u7 PRESSURE RELIEF r7 Z,
VARIES ~ #i RIP RAP HOLES 1/2 DIA. ~ ~ ~
~ ~F~oLn
1 ~~I~'"
SIDE VIEW ~ ~~~I~ ~ I W VLL7~~~
~ O+;~c~~`o~ 1 ~ ~ ~ z`
p ~U I
U ~azc",~'
EXISTING SLOPE A ~ A aNxW
~~i~~~ II G / 0 ~ ~aWxw
~ VARIES II 0 / w o~
y, x x
/ NOTES. HEIGHT AND WIDTH DETERMINED BY / ~x~ A I A W
EXISTING TOPOGRAPHY A 1/2' - 1' ~ ND ~ SEDIMENT STORAGE REQUIRED. I I / ~
/ KEYED RIP RAP ~ ~ KEY RIP RAP INTO THE DAM 0 / 0 w a II w w
w FOR STABILIZATION. -------1~------- I / I z ~
~ ~ rt t~ I / I O A
~i ~5 WASHED STONE I / I II /
II ( 0 0 I /
II I I / 0
FRONT VIEW II I I
0 II 0 I i
I I I I ~ TOP IS i6 GAUGE CORRUGATED I_I I I METAL OR 1/8" STEEL PLATE.
U I I PRESSURE RELIEF HOLES MAY BE
I OMITTED, IF ENDS OF
( CORRUGATIONS ARE LEFT FULLY PLAN OPEN WHEN THE TOP IS
ATTACHED.
CHECK DAM ~ CYLINDER IS 16 GAUGE
CORRUGATED METAL PIPE OR
FABRICATED FROM 1/8" STEEL
27„ PLATE,
~I TACKWELD NOTES;
ALL AROUND 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE U
OUTLET STRUCTURE RISER.
SEE DETAIL 10' (MIN.) TOP OF BERM EL. 226.00 g" 2. SUPPORT BARS ARE WELDED _ TO THE TOP OF THE RISER OR
ATTACHED BY STRAPS BOLTED TO O
EMERGENCY SPILLWAY EL 224.80 TOP OF RISER. 0 8' MIN, Zi
w U
U H _ 1 x z
~ ~ BERM NCDOT STD. 838.21 ENDWAL! (x2) z PERMANENT RISER TOP EL. 222.70 OR APPROVED PRE-CAST EQUALS. w x ,2" ~ ~o SPACER BAR
a SECTION (SEE DAM CROSS SECiIC;N OETAII) (TYPICAL) F¦¦~ V~
m J~ UPPORT BAR SIZE
o TOP CMP RISER EL. 217,00 (TEMP) o 1 (~6 REBAR MIN.)
OUTLET BARREL x2 ~ 6 ( ) _ CMP TRASH RACK SEE DAM CROSS SECTION DETAIL w
~ & ANTI-VORTEJ( ~ ) ~ SEDIMENT C/0 MARK EL. 215.50 - DEVICE (SEE DETAIL) I
~ aooo 18" RISER DIAMETER ~
X57 STONE 0 0 0 0 k CMPDRISER ~~oouo~`r~~ i
rte.- 0 0 0 ~ (TEMPORARY) - 0 0 0 0 80 LF 48"0 ORING RCP ®0.50% (CL. III) I
o TEMP, POND EL. 212.90 0 0 0 0 a SECTION A-A ISOMETRIC
~ PERFORATE W/ 36 1-1/a" DIA. _ ~ ~oU~VO ~ olio ~ ~~r. ~ HOLES EVENLY SPACED ON lo~o~o~;~.~jo~ou~7a~~.po~~
BOTTOM HALF OF RISER. WRAP 1 1 N~°~~o~e~o~~~~;'~', RISER WITH WIRE MESH TO KEEP
3 ,~51 STONE FROM ENTERING ~1 it
~ HOLES. ~ 12" DIP DRAIN
~ CONCRETE ANTI-FLOTATION BLOCK ~ 4.25'Lxa.25'Wx12' THK. CONC. PROJECT N0. ARC-9F)000
ATTACHED TO TEMPORARY CMP D R15ER. NOTE:
ra SEE DAM CROSS SECTION DETAIL FILENAME: TR7PND-D.DWG
(SHEET C-3) FOR PERMANENT DESIGNED BY: JES
~ BERM AND OUTLET STRUCTURE ~ FEATURES. 0
L-L YNAnN D=: SRW
SCALE: N. T. S.
TRASH RACK ANTI VORTEX DEVICE DATE: 0$-01 -00 SHEET NO.
FOR TEMP, CMP RISER C-4
PERMANENT DAM CROSS SECTION W/ TEMPORARY EROSION CONTROL OUTLET
M cADAMS FINAL 1)F,'SI(,A - NOT PELEA-1S11:) FOR CONS11,11ITT10\