20110557 Ver 1_Site Plan_20110715

REVISIONS
v) /
~J 0 07/12/11 PER COMMENTS
n
2
a ~ ~ 'ii i::
~ I Vl ~ ~
,b, u
~ ~
NO ~ ~
t(j J
U~ ~
30 SEINER EASEMENT
(REF COWS PLAN X5752 }
Fl U-OHU ~HU HU ®HU-OHU pHU ~HU-~HU- -OHU-OHII---OHU-
i
~
~ r
W EXISTING EDGE OF ASPHALT
_ a PAVEMENT O.
tr GENERAL NOTES:
W EXISTING CTIY OF WINSTON-SALEM
~ 42" RCP SANITARY SEWER ~ ~ W 1, ANY AND ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST STANDARDS AS SET FORTH ~ IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). o
~ M
2. ANY AND ALL DAMAGE TO EXISTING UTILITIES OR ADJACENT PROPERTIES SHALL` BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ~
TOP OF CUT SLOPE
= _ 3. ALL BELOW GRADE UTILITIES SHALL BE FIELD MARKED PRIOR TO CONSTRUC110N. ANY CONFLICTS. E ~ E
SHALL BE REPORTED TO THE ENGINEER PRIOR TO BEGINNING CONSTRUC110N. ~ ~ m ~ ~ ~
PAVEMENT REMOVAL LIMITS ~ ~ ~ ~ ~m
X
G3 DEMt)LITION AN[~ )~NP,,,,~Q,U,~„1$UCTION SEQUENCE: ~ ~ ~ ~ ~ ~ ~ ~
PERMANENT ROCK 3-HOOK, SEE TREE CLEARINGiLIMITS ;
CONSTRUCTION SEQUENCES SHEETS Ci 1. HAVE EXISTING UNDERGROUND UTILITIES FIELD MARKED. ~ ~ r E
AND C2 AND DETAIL SHEET C6. ~ ~ ~ PROVIDE 1~" WI ~ PROVIDE 1z" WIDE EQUIPMENT ACCESS 2. REMOVE EXISTING .PAVEMENT AND CONCRETE TO EXTENTS SHOWN, DISPOSE OF REFUSE OffSITE AT AN ~ ~ ci
~ ~ RAMP W/ 1,5 ; I RAMP W/ 1,5 ; 1 SIDE SLOPES APPROVED LANDFILL,. .s ~
i~ ~ d 3. REMDVE EXISTING STORM INLET AND REMAINING CORRUGATED METAL PIPE.. ~ ~
TEMPORARY SAND BAG DIVERSION
~ ' <e 4. BEGIN EXCAVATING EQUIPMENT ACCESS RAMP. RAMP SMALL BE 12 FEET WIDE WITH ~ o 9.5:1 SIDE SLOPES. GRADE PER TEMPORARY GRADES SHOWN. TREES SHALL BE CLEARED ONLY AS
8 REQUIRED FOR CONSTRUCTION, DISPOSE Of REFUSE AT AN APPROVED LANDFILL. ~ a
,~~~t` w ~ o 5. REMOVE TOPPLED TREES FROM CREEK. DISPOSE OF REFUSE AT AN APPI20VED LANDFILL.
v1 1rf
TEMPORARY EARTH OR RIP-RAP FILL FOR u , S. INSTALL TEMPORARY SILT FENCE WITH STONE FILTER OUTLET AS SOON IPV THE RAMP CONSTRUCTION PROCESS AS POSSIBLE. THE TEMPORARY SILT FENCE SHALL REMAIN IN PLACE THROUGHOUT
J•HOOK CONSTRUCTION, REMOVE u . ~ v _I CONSTRUCfi(ON.
TEMPORARY FILL ORRIP-TRAP PRIOR TO ! v BEGINNING WALL CONSTRUCTION„ ~ ~
F F SILT FENCE SHALL BE REMOVED ONLY AFTER THE UPLAND FILL SLOPE IS STABILIZED, REMOVE ACCUMULATED SEDIMENT BEHIND THE FENCE AT REGULAR INTERVALS TO A~901D SEDIMENT DEPOSITION IN
t~ r THE CREEK. - e ate
j a ~ ~ PROVIDE 1 f ~ ~y~t. I - W EXCAVI PROVIDE TEMPORARY iS" SLOPE DRAIN Wf EXCAVATED PIT, RELOCATE THE ~ 7, INSTALL TEMPORARY 9S°' SLOPE DRAIN. THE TEMPORARY SLOPE DRAIN M=AY BE RELOCATED AS /
~ r i 4 TEMPORARY SILT FENCE 1 SLOPE DRE SLOPE DRAIN AS REQUIRED FOR SITE ~ J REQUIRED FOR EQUIPMENT ACCESS AND FILL PLACEMENT, IT SHALL 8E IN PLACE AT THE END OF EACH S 0 ~ ACCESS. MAINTAIN SLOPE PROTECTION WORK DAY. IT SHALL BE IN PLACE WHENEVER INCLEMENT. WEATHER 1S PREDICTED.
o C WITH STEEL ~ sss C 3 ~ ~ -a , ? ~ ACCESS. M v
j ~ s. ~ ~ ~ ~~i' ~ AT ALL TIC ~ AT ALL TIMES DURING DURING !3, CONSTRUCT A TEMPORARY EARTH OR CLASS BRIP-RAP EQUIPMENT ACCESS RAMP AT THE WATERS e QQ¢E97 ~
TEMPORARY RIP-RAP %LT FEN E ~ ' , , ' CONSTRUt S C CONSTRUC'HION. EDGE TO ALLOW CONSTRUCTION OF THE PERMANENT J-HOOKe EQUIPMENT SHALL NOT ENTER THE WATER. v ~ TEMPORARY FILL SHALL NOT BE PLACE IN THE WATER.. g~~°9 ~'0~~s ~®.0
C3; OUTLET W/ #57 STONE FILTER FACE. ` ' ~ e ~ ~ ~
: n '~Q~G . , 9. CONSTRUCT TEMPORARY SAND 8AG DIVERSION UPSTREAM OF PERMANENT .ROCK J-HOOK AS SHOWN. g9a~Pe~aPF ~~®B~ad,~B [~bQo°°®~®
r n 1/ AOpA B$9p1/RIDpl~ tO, CONSTRUCT PERMANENT ROCK J-HOOK THE IN STREAM. BOULDERS SHALL BE PLACED FROM THE ,a®'~ 1~ CAR(1(~~°®°°
1 f 0 TEMPORARY RAMP AT THE WATERS EDGE< SEE DETAIL SHEET C3 AND SPECIFIC DIMENSIONAL '0 ~ °
REQUIREMENTS ON SHEET C2. THE ENGINEER SHALL SUPERVISE THE CONSTRUC110N OF THE J-HOOK AND e°0 ~ ~,~GENSFa~,ptl"~ FIELD .VERIFY CORRECT PLACEMENT PRIOR TO BEGINNING WALL CONSTRUCTION. OR BACKFfLI PLACEMENT, zm c p
e tY PIPE, EXISTING ~ ~ ,
~ ~ ~,x E- _ _ ORM INLET AND REMAINING REMAINING 11, REMOVE THE TEMPORARY SANDBAG DIVERSION AND .THE TEMPORARY FILL AT THE WATERS EDGE. ~ ~ ;4 ~ 0$979 ~*s a ~c~
~ ~ CORRUGATED OUTLET PIPE. w ~ ~ a ,l . ~ LET PIPE.
~ r-. W : Z = ~ J ; THERTEMPORARYHSILT fENCERSHAILL BE RELOCATED Q®THAT TNCAN BE MAINTAIN DLAND SO THAT IT ~~~~~u DOES NOT INTERFERE WITH PERMANENT WALL CONSTRUCTION. °<F "
E
i ~ NCRETE TO BE REMOVED ~ PAVEMENT REMOVAL LIMITS 13. EXISTING. SANITARY SEWER CLEANOUTS ARE LOCATED WITHIN THE WORK AREA. REROUTE EXISTING SANITARY SEWER SERVICE AS REQUIRED FOR CONSTRUCTION. IF SERVICE HAS. BEEN ABANDONED, NOTIFY
a ~ ~ 1 r .OWNER AND-PLUG END OF SERVICE LINE AT CUT FACE PRIOR. TO PLACING 3ACKFILL.
W
a ~ ~ 1Q O ~ REMOVE EXISTING FENCE ~ 14. ERECT BARRICADES AND WARNING SIGNS AS REQUIRED TO PREVENT. UNAUTHORIZED ACCESS INTO WORK AREA.
®Y ~q ~ ~ ~ AS RE U%RED RF Q
~®p a t~1 D,~V ~
~Nr _ n / EX. GAS MANIFOLD a O , SAW CUT AND REMOVE EXISTING / Q
~ ~ ~ ~ CONCRETE AS SHOWN. / EX. BOLLA .BOLLARD
m ~ / m~
~ ~ ~ ~ I'. ~ ~ / ~ , /
~ - ~ _ # / W o. ~c
~ "~C ~ / i ' ~ ~ 4 I;. M a~
N LNG ~Rm ~
~ x
ca
• ' ' ~ CONCRETE TO REMAIN . Z O
C 0 ~
o x , pJ
A 0 i
l~ u i
Y C ~.EGEND:
0 p7 x
o ~ ~ V ~ ) t 752------ .EXISTING' CONTOURS ®2' INTERVALS
~c ~ 30 SEWER EASEMENT --75o---W- EXISTING, CONTOURS ~ 10° .INTERVALS
(REF COWS PLAN X5752} 75a PROPOSED CONTOURS ~.2' INTERVALS
~ , 750 PROPOSED CONTOURS ~ 1O' INTERVALS
v EASEMENT UNE
a y EXISTING TREELiNE
m ~ ~ ~ ~ CREEK WATER SURFACE
a 0
M ~ ~ EXISTIN, CON, SSMH 1-STORE I SILT FENCE
N 9 TOP RIM- 73.93
i ~'t, 9 ' INJ IN-: 37.63 RICK ~ STUCCO ~UILD!~G ~ tttttttt((((((U(((tt(t(t((U(Uttt((((((t(( TEMPORARY DIVERSION
o
N CLEARING. LIMITS ~
A
~
a
SCALE, AS SHODUN zo ~i s o so zo `
m
DATE: 05127111
ri
( IN FEET) LRA : 11.213
1 inch = 10 3
a N
DRAWN BY: JAB
ri
75

I 1
I ~ I
GENERAL NOTES: $o REVISIONS
I~ r 1 i i 1 ~Illi i o"W 1" SF 9.5A
1, THE CONTRACTOR SHOULD EXERCISE EXTREME. CAUTION WHEN WORKING WITHIN THE EXISTING SANITARY. 1 I {klll 1 ( ya J 6 i f I ! ! kl i i .SEWER EASEMENT. CONTRACTOR SHALL BE HELD RESPONSIBLE TO MAKE ALL REPAIRS TO DAMAGE j ! l # Ill ! i " t 4 111 I ~ 3d SEWER EASEMENT
RESULTING FROM. HIS WORK, 1 ~ ! IV v ! ~ ~ (REF cows PLAN ~,75aI ~,~.~~~~D> 2"I19OE I Q07/12/11 PER. COMMENTS i
r 1! 1 # \ f I I EX<StT G I B 30 ( I \ 1 IIII ~I ~ H - I ( ( i#Ip I P I (~F ASE EIdT. K U DHU t1HU aHU 7~a----- EXISTING CONTOURS ®2' INTERVALS
2, CONTRACTOR SHALL. TV THE EXISTING SANITARY SEWER LINE PRE AND .POST CONSTRUCTION, OF THE t f j # a• g i I I ( n 'd
N I(i I i 1~ 4 1~s41 I IIII! I I AFFECTED AREA, AS EVIDENCE THAT NO DAMAGE. HAS OCCURRED DURING CO STRUCTION ~ h ~ E CQNTE H LANDLOK 435 OR LANDLOK 450 i I" I ~ i I ! 1 ! v I ~ rPP [ ( I a ~ 76p-- ® EXISTING CONTOURS ~ 90' INTERVALS 6" ASC MIN,
C~ C 4 I I I P E T SLOPE PROTECTON. SEED PER III ! I(( I I v -~°~75z PROFOSE® CONT.ouRS ~ 2' INTERVALS ~I I I f I (_~I 111 I
3. PRIOR TO BEGINNING WORK ALL UNDERGROUND UTILITIES SHALL BE FIELD MARKED BY A LICENSED I E ENT SEEDING SPECIFICATIONS. i ~ I I I I E 1 I i Ili ~ ,hI I I I I MARKING SERVICE. CALL ULOCO 1-800-632-4949. I III II~~. I ~ I III °750 PROPOSED CONTOURS ~ 10`INTERVALS SUSGRADE PACTED TO
BACKFILL PER GRADES SHOWN. CC~IPACT k 1 # y~ I III I f . FILL TO MINIMUM 95% STANDARD k f I k Ilu 1 1 1 1 1 1 III I ~ I ~ 95% STANDARD PROCTOR ~ 7~p PROPOSED SPOT ELEVA110N
4. NOTIFY CITY OF WINSTON-SALEM UTILITIES .AND THE ENGINEER 24 HOURS PRIOR TO BEGINNING WORK. PROC9'OIL REPLAN PAVEMENT PER 1 # IIII I I I i ! {III I t, ~ 750. EXISTING SPOT ELEVATION PAVEMENT °(YPICAL SECTION.
TYPICAL SECTION THIS SHEET. I~IE l I III { { I / i 1 1 l~.I i I f / i ~ : ~ 1 f II fl (NOT' TO E)
A Y I f! 1 I 1 1 i I f ~ d ( ~ 5, OPEN CUTS SHALL NOT BE LEFT OPEN OVER NIGHT. OPEN CUTS MUST BE B CKFiLLEA THE SAME DA j y a7 I 1 i ! I I ~r~ l AS THEY WERE PERFORMED OR STEEL PLATES SHALL BE USED TO COVER THE TRENCH UNTIL WORK f I I I I i ~ i ~yV 1 k # (I I vEMENT '
RESUMES, t + ~ I I~ Ia 1 I I 1 " I " _ _ ~ ~ ~ EASEMENT LINE
3 PRQVIDE PERMANENT ROCK $ 1 ! " } k # { ~ y f 7-HOOK WHERE SHOWN. MINIMUM I I «I! ~ i I ~ ~FM' EXISTING 1REELINE
6. JOB .SITE SECURITY AND SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ERECT BARRICADES AS C ~ ROCK SIZE 24' O.D., MAX. ROCK I I I ' I 1 1 ~ ~ ~ • ~ CREEK /WATER SURFACE
T THE WORK AREA. ! I I I I ~ i I i I / ~ hS NECESSARY TO PREVENT UNAUTHORIZED ENTRANCE IN Q SIZE 36O,D. ,I I I f III ~ ~ f I ! I ,I I' 1{ f t e
I f I I I I I 4 d ~ x.5:1 I ~I T/ ~ ANCHOR PIPE WIIH ENGINEER ~ 7, ANY AND ALL DAMAGE TO EXISTING UTILITIES OR PROPERTIES DUE TO CONSTRUCTION ACTIVITIES SHALL I " i - ~ I I ~ € 1 I o" ppyl S4LT FENCE
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I PROVIDECLASS'B RIP•RAPW/) ~•,,I o I I ( I~W r 'APPROVED ANCHORS ATI4~O.C. ~ ~ 4-~
( GEQFABRIC UNDERLINER AT I ~ l o~ 521. I d ~ I ,17 LF ~ 16 DBL ~ ~ ~ (t(tt(Ut(t(ttttittttttttttttttttt(ttttttttt TEMPORARY DIVERSION
aTr of w~NSTON-SALEM PIPE OUTLET FROM BASE OF I f f > >3ee o ° WALL HDPE ~ ~ B. SUBMIT SHOP. DRAWINGS FOR NEW YARD INLET. FOR ENGINEERS APPROVAL. iNEWWALLTOELEVATI0N736'. t i I I III ( ~ i PltOVIDE4 X4 O,D. PRECAST 3 ~ P,I,N, 882A-76-5789 . f i i I I PROVIDE 6 PRECAST ~
06 ass,, PG. t3D 1 . d i # ' ~ I , ~ CDNCREI'E YARD INLET. Is~E C 4 C 4 ~ °x ; sroRM MANrt~.E l ~ ZONED RS9 ~ ~ - ( d o ~ ~ v ~ PROFILE} CLEARING LIMITS
T~MPO Y LT FENCE ~ f 4 i • 1 ~ ~
CONSTRUCTION SEQUENCE: C~ ! ~ ~ ~ 14 PROVIDE SILTFENCE/GRAVEL ~ I I I r I I~ ~ f' c.~.® s .,.,O.C. INLET PROTECTION ` , d I i f ~ ~ ~ PROVIDE ~ CONCRETE BLOCK I ( ~ ,4
' II L CONTACT ENGINEER TO VERIFY UNDERCUT REQUIREMENTS PRIOR TO PLACING ANY BACKFILL OR I ~0~?0 '~'S r r ~ ~ 6 ~ REBVFORCEMENT WHERE SHOWN. ) ; ~ ~ - • ~ 69' ~
CONCRETE .BLOCK. SEE PROFILE THIS SHEE1° AND i i ~ f I i t 1"~ ~ ~ R ' ~ ~ C ~ ( , r ~ r f /l 171 LF f 18 DBL, WALL HDPE 1 ~ \ \ L~
CONSTRUCTION DETAIL SHEET C3. , ro ~ ~ ~ r ~ ~ ti 0 So 2. CONTACT THE. ENGINEER TO VERIFY THAT BACKFILL SOIL IS ACCEPTABLE PRIOR TO PLACING ANY d i i I ~ ~ , ~ ? r Ji y '~r q1 • , ~
FILL. BACKFILL SHALL BE COMPACTED TO MINIMUM 95~ STANDARD PROCTOR.. BACKFLL SHALL BE d i I 1 : I b i , : t y .L , ~ ~ ~ f a TESTED AT REGULAR. INTERVALS TO ENSURE PROPER COMPACTION. I - ~ TOTAL a , „ o N) REPAVE TO SLIM%NATE I ? a r~~~ 0
( I I I I I d ,1 ' r' r ~ i / l ~ POND%NG AND PROMOTE I d d ! f I ! r ` / ` _ _ r ` ~ ~ ~ POSTTNE DRAINAGE TO NEW ~ ~
2. BEGIN .SOLID BLOCK RETAINING WALL AND STORM MANHOLE CONSTRUCTION. PLACE BLOCKS PER ~ ,r , • , I PR F HOWN N THI L A ON TRUCTION DETAILS SHEET C3. PROVIDE GEODRID PER ! ( I d 1 ( I I d 1 ~ < , . NEW CONCRETE DUMPSTER STORM DRAIN INLET O ILE S 0 S SHEE SEE W LL C S Asa j ea I,> I III f( ~ o I I _
PLAN WHERE SHOWN. CONTACT ENGINEER TO VERIFY BACKFILL COMPACTION. GRID PLACEMENT AND ~ff°o>~R I 1 f ~ 1 i I d , ~ I ~ 6 1 ~ AD. SEE TYPICALSECRON I I ~ cq~iucri~ ~ ~ ~ ~ ~ I C!1
LENGTHS ARE TO BE FIELD VERIFIED PRIOR TO BACKFILL PLACEMENT. I f 9LCpol f f f I I ` ~ 11.5:1 i ~ THISSHEEi. SENT ~ / ~ I t Ida + a I f~ f i i 1. f f t f i 1 I! f I I / ~ 9 05 'Si 1 A" ?H4CR, M,440 P9f CON4REiE PM 6" LU. STANC.4R3 ~ ~ ~
3, COMPLETE WALL AND THE BALANCE OF STORM PIPE/STORM STRUCTURE INSTALLATION PER PROFILE d 1 . i f • i l I I III ~ r y ~ o I I! I, 2 tit/ I I ~ RANPORCED SVIfN 8"s8"xwL4 SNNF STEEL PIPE ~ o ~ ~ ~ ON Cq~iPACTEU EbRTH. SIgPE 1/9" Q ^~~~yy ~
THIS SHEET. PROVIDE. ENGINEER APPROVED ANCHORS WHERE SHOWN. SEE INSTALLATION DETAIL SHEET d l 1 f f ~ 1 f I 1 i i { N~
C4, PLACE BACKFILL IN LIFTS TAKING CARE NOT TO CRUSH PIPE OR DESTABILIZE PIPE. ANCHORS, ( ( f ~I ~ ~ 4 t p TEMP. ®M i G f l i t f f f r f i t~ . I I FFE~n~.3a' I
~ f f I f (J ,rid I i ~ I 1 NEW 6' CHAIN LWK FENCE ASPHALT any NOTE:. PROVIDE PIPE INLET PROTECTION AND SLOPE. AT THE END OF EACH WORK DAY AND WHENEVER f f ~ I i I I I III ~ ~ PAVING i ~ ~J~ ®ti
.INCLEMENT -WEATHER IS PREDICTED.. t~ f, f 1 f I d I! I I( I f ,.lit t f f t I 14 # I I E e' a ~ ~ r~ cv }~~~+d~ ~ ~ md~Y
4° INSTALL SLOPE REINFORCEMENT MATTING AS EARLY IN FILL PLACEMENT PROCESS AS PRACTICAL ` ll ! I # ! I I I 1 ~ # ~ 1 ~ ' I1l,iI it
SEED PER SEEDING SPECIE{CATIONS SHEET C4. ° c~ l 1 ! I # i E 4 I I I 14 x coNC. f r I ! I 1 1 1 1 1 f~ f l l I l f l l I I 1 11 ~ m py U
.NOTE: THE CONTRACTOR SHALL. CONSULT A LICENSED LANDSCAPE CONTRACTOR TO VERIFY SOIL ~ f l I f I I I I ( (1 (I i r 4~ij G~~ ~ ~ ~ ~
.CONDITIONS ARE SUITABLE FOR SEEDING SPECIFICATION GIVEN. CONTACT THE ENGINEER WITH ANY I E I ( Q' 30° SEWER EASEMENT f i I I I I I 1 ! I I I I I I (REF COWS PLAN X5752) CONFLICTS THAT REQUIRE ADJUSTMENT OF THE SEEDING SPECIFICATION. / / ~i I ! t 1 I ( ! I I I ( (I ( ' ~ S~1 L77
i I I I I I 1 1 ^AM' ~ ~ ~
6° PROVDE NEW CONCRETE DUMPSTER PAD WHERE INDICATED ON PLAN. INSTALL BOLLARDS PER ~ 1 1 I ~ i I I I 17 ' I I I f 1!fild 1 l II I!i~lll DETAIL, SEE ,TYPICAL SECTION THIS SHEET. f I I I ! , , I S DUMPSTER PAD T~PICAC SECTION ~ ~
~ I P S I I 1 i I I i ~:CI~'nN ssMw 1 STORY f ~ l ( (NOT TO SCALES
7. INSTALL NEW CHAIN LINK FENCE AS SHOWN. 1 1 ~ E I 1 I g I 1 I #TCp RAM 73.93° BR{CK & STUCCO BUILDING l f f 1 ! 1 1 I ` I i. IN~j 37.83' a 116EE866f38Pp6 9J1
8. PROVIDE NEW PAVEMENT PER TYPICAL SECTION THIS SHEET. EXISTING PAVEMENT SHALL BE REMOVED f ~ t r i I I # I ~ ' / ~ 1 1 I I V i ,,~4 N CA~~(~ ~@,~ Q .e
OR MILLED AS REQUIRED TO ENSURE POSITIVE DRAINAGE TO NEW STORM INLET. I l 1 f i I I 4 ' 0';
~ I i I I S I I DRAWING SCALE; tI I 1 G~ I I k B,, SEAL z a
I I I I ~ HOR%ZONTAL f°=20' I E { ® I~ I ~ C~T~1~ ° a
~ ,n odd ~ " 4:'W1~~?'. 5 6~ ®
84
7 0 77~ 8~ 0 ~ ~ ~ I I I ~ I ~ ~ -I}^~- I 8 0 t=~
I I ~ p~ O Iv~ ~W~ i a
- i ~ I
f i I I f
I - ~ n ®®®0
I i 76,5 7®, ~ d®~?8?®4BPev®P4Ai1. I ~ ~
( I ~
CAL :1 I I ~ L a 1 ~s®a ~ I _ ~ 4
4 I !I® I ~ _ I I I
a., I I i _ I ~ ~
~ a ~ I f
a I~ 7 70 ~ I 1 - - !
o < < I 760 " I ! I ~ f 70
E l I ® j I ~ I " E ~
i f 4 i , Q I-S - GE P d G - _ ~ ..._t__
~ R OI 6 I AN !
~ B C ~ i ~ - _ ~_L. ~ W IR LT ;
~ ~ i ~ ~ ~ I I
755 7 0 I i ( I I I j ~TO M AN~OL~~ ~ ~ ~ ! ,7(3 7 0
I I , I ~ ~ E ~ i !
o ~ _ ~ ~ / / ~ i i ~ - I - - - / I ~ ~ ~ , / ~ f / I ~l I ~ ~ IN . O~1T 74 ~
2x x6 x2x6 2x2x8 J2x2x8 2x2x6 2xax8 2x2x8 ~ /2xax6 2x2x6
- / I I ~ ~ - ~ i I
G ~ ~ ~ I °zA x2x6 2x2x8 2xax6 2x2x6 2x2x6 _ ~ i~ ~ I
c ~ ~ 70 750 70 ~ 70 p~.~®
~ ~ - ~ I I / ~
c~ G f 2x3x6-- ax2xFr-~ ~x-~ ~ ~~~t2x6 2x4x6- ~"x4xG- ` Zx2xf3- ZxA~-° 0 2 Ru-2x I I I ~ , ~ 24' ° ; I_--~--- _ - Q
F` ~ r I ~ I ~ ~s" ~
~ ~ I J I I U
c+ E 2x2x6 2x2x6 2x2x6 Zx2x6 2x2x6 2x2x6 2x2x6 ~2 x6 ~ " r 1 " ~ B K ET IN NG A L. ON ~ CT
a / i r, 'f,~''f Or / / / ~ ' , ' % ` /f; / / ` r i`~~ ~~/~i~ F ~ 1745 7 ~ 0 W L l~ VE TIDAL N LE HO N. I w f 2x'bc6 2x2x6 ~2x2x6 `~2x2x6 %2x2x6 ~2x2x6 2 8 f ~ / I ' f i I 2x2x6 2x6 2x2x6 2x2x6 2xax6 2x2x6 2x2x6 2xax6 2x x 2x2x6 2x2x& 2x2xfi 2x2x6 2x2x6 2x2x 2 x6 i r I 70
~ R.. L~ . H m ' m ~ ~---P6 r~6 E~fid~ ~
~ I 1 , JAL FO CI~'A N E. ILL~VO I I I_ S PAT 5 M NT L A P N
~ 2x~a:6 2x2x6 2x2x6 2x2x6 2x2x6 2x2x6 2x2x8 ~ ' , ~ ~ ~~q®m
m 1 ~ i f I I I~ m o ~V
ro 2x2x6 ~x2x6 2x2x6 • 2x2x6 2x2x6 2x2x6 2xax6 2x2x8 2x2x6 2x2x6 2x2x6 2x2x8 2x2x6 2x2x6 2x2x6 2x2x8 2x2x6 2x2x6 2x2x6 - ~ i ~ , / ~ / 70
I i I ~ I ~ ~
~ 2x2x8~• 2x2x8 2x2x8 2x2x6 2x2x6 2x2x6 ~ II ~ "
~ ~ ` ~ I i i ~ ~ ~ I -9V
/ ~ f f ~ ~ i ~ F ~ /i _ ~ 1~ LF~ 1 D E E ~ ~ I G 4~" F
c 2x2x6 2x2x6 2x2x8 2x2x6 2x2x8 2x2x6 2x2x6 2x2x& 2x2x6 2x2x6 2x2x8 2x2x6 2x2x6 2x2x6 2x2x6 2x2x6 2x2x6 ~ - a::, _ _ ~ f /r. ~,/f :i`f / ,fir / / ~ ~ ~ ~ l E 9 ~tL~~PQ E , fo ~ I ST a AL S N AR S E
a ~ i 73 7 0 ~ 1 I
~ I C ~ I , i P i ~ I `
N { I i f ~ f E' i
I I 1 I .1__ - I ~ ~ I ~
~ ~ I ~ a k
N N I " ~
i v m s E ~ ~ '
70 I 73, 70 I
a I I E I 'si ~ ~ i
m ~ i I ~ - 4 - ~ - I rtw E -SCALE: AS SHOWN
L ~ ! ~ E ®._..m _ _ ~ _ I
~ ~ ~ _.L_.,. k -I•- - - I DATE: 05127/11 ~ I ~ ~ 7 0
7' 7 0 i
I If I it ~ it
I PROJECT: 11.213
I DRAWN BY: JAS
7 0 - SHEET
E 70 1 Lamm lwwmm~mm now smil 2

REVI510N5
Q07/06/11 PER COMMENTS
NOTE: REQUIRED OTE: REQUIRED GEOGRID NOT SPACE BETUUEEN BLOCKS
SHOWN. SEE SEC' HOWN. SEE SECTION A A.
Practice Standards and Specificatr`orts #57 U4'ASHED STONE
-
2. Slightly slope the section of pipe under the dike toward its outlet. 4,
DIVerSion ~E- min -ml Island over inlet 3. Hand tamp the soil under and around the entrance section in Iifts not to
I• Dtke ;;t i to , ,i~ .1 exceed G inches. trr,.:; 3• 1.5' min 1 ! 1
Hold-down stakes s4„' ' r r,,, ~'~a'``t~,'+?~~• ~ 4. Ensurethatfilloverthedrainattheto oftheslo chasminimumdimensions ! I !i ~ 0 I 2' X 6' BLOCK t
• ' • = ~ t of L5 feet de th 4 feet to width and 3:1 side slo es. (
' ^ ° ' 5. Ensuro that all slo e dixin connections are watertight. - s
I i ~ 11= I --1111~1~= p " ~ li=iifl ~tT~i fLL,
10" s aein ~~~~=11Li~=~ll Infet~l~~h~~ 6. Ensure that all$IImaterialiswell-compacted, Securely fasten theexposcd ~ ~f~ P g \ ~ ~ -tr s R ~~I~~~~~= I111- (I,_-lit section of the dram with orommets or stakes spaced no mare than 10 feet r
llr apart. I ~ ~ ~s_~
~ Plastl ~ ~ 7. &xtend the drain beyond the toe of the slope, and adequately protect the corrugated • I l l f outlet from erosion.
pipe a I I I
-r' ~~1-=~1' o a s 1 et of Top of 8, Malce Che settled, compacted dyke ndbe n lcs, t ran I feet about Ch op I ! I I I 2' X 6' BLOCK
~ 1 "-41f hand~co acts the pipe atevcrypomt. ,ti 1- ~ I n . ' i fill island} { I I I 6 i
Stabilize - Top of q~ mn 9. Immediately stabilize al] disturbed areas following construction. ~~'t. ~e
Outlet { diversions : A , Q.5'min i ~ ' ' 1~ a
~I~ - ~I~,~Y ~ Natural (V~Sllltt?l1S11G@ Inspect the slope drain and supporting diversion after every rainfall, and grounds 1'min :'.7.5'mJn r 3.r lif.'II ~II' i II'"' ~ Illy ihlll(I~ t 9 . ~Jlfll=(~~ promptly make necessary repairs. trJhen the protected area has been 2° X 6° BLOCK
< 4 'min Rfverson _ - _ permanently stabilized, temporary measures may be removed, materials
I level SeCtien`~ channel _ _ - - _ _ _ _ _ ~ disposed ofproperly, and all disturbed areas stabilized appropriately.
Figure 6,32a Cross sectianof temporary slopedrain. Ref@f8C1C@S Raurof •Caretro1 Megsures 0
G.2D, Temporary Diversions 2®` ~
Entrance--Construct the entrance to the slope drain of a standard flared-end Outlet Protection
section of pipe with a minimum G-inch metal toe plate (Figure 632a)• Make 6.41, Outlet Stabilization Structure ~ U ~ Ca ~ °
all fittings watertight. A standard. T section fitting may also be used at fire rnlet. o~•a 4 ~ ro y ~ ~ ~ ~ ~ ~
rem orar diversion--Generally, use an earthen diversion with a dike ridge ,5~
P Y to direct surface runoti` into the temporary slope drain. Make the height of the " ~ 14 . .,5
ridge over the drain conduit a minimum of 1.5 feet and at ]east G inches higher T _ 12" PROVIDE MIRAFI SXTGEOGRIDgR ~
than lire adjoining ridge on either side. The lowest point of the diversion ridge should be a minimum of 1 foot above the Cop of the drain so that desigr, flow ENGINEER APPROVED EQUALAT ~ ~t ~
can freely enter the pipe. EACH BLOCK COURSE ~ ~ ° ~
Ontlet protection-Protectthe outlet oftheslope drain fmm erosion(Practlce ~ ~ ~ r ~ _ _ _ _ _ ENGINEER APPROVED BACKFILL ~ m ~
6.41,OuttetStabilizatioia,Structure). ~ COMPACTED TO MINIMUM 95% ~ y ~
• f ~ 7 STANDARD PROCTOR p ~ ~
Ol1St(UCf;1011 A common failure of slope drains is caused. by water saturating the soil and C FILTER FABRIC I ~
S OCI~IC~tfOt1S seeping along the pipe. This creates voids from consolidation and piping and p causes washouts: Proper backfilling around and under the pipe "hamrches"
..with stable soil material and 1?and eompac6ng in 6-inch lifts. to achieve ftrirr contact between the pipe and the soil at ail points will eliminate this type of s v o_
failure. z PROVIDE 12" MINIMUM_OF#571~tASHEDSTONE
Place slope drains on undisairbed soil or weil compacted fill at locations u~ BEHIND BLOCK N
and elevations shown on the glen. ~ ___e_...._,~
~ ~~s
6.32,2 Rev.t2193 6.32.3 '
~ 0a6BR84g~®~
i® y0 $
9 N~o`0~4~~~ ~ARpE~ti~oa®®om A~~
® ~ po~~GENSE~•®
m g n- ~ ~ ®®mm a C-179 `'e ~ P~
Q~a~> ~e .F~/~G 04Qpe pC~ o° ~ m®~®me ~_s~®®e
a®~o Cr~~ °os ~0 0~ `o Igd® ~a U®®ada
BBaaaba®~@I~ ~@68b4`b0bb0 _ ~ pd~$Pp144PPO9444®
I
to
d
1~EELFiEI~ "~~~E ~;1~,55 `A" RI~~ R;~f~ T
° f r~:~• q ~~ff~iREt~ t:H,'-!'-~tvE~ t Pr H~~t hEt, ~ Tl~ m Eta ~H@~'~tvEL~ N
E It fdET~1 POD; F,~~TE'f~£;3 T~ ~EEai"sR t fti£3 TC CEfa 9f~ p~~ ~T~IgLE~.,
z ~
pit 0 S 4! J F ~ ~ serf r r,f~ ~
_ ~kJL7f~,:'~1~"LET 7~Ea9~T;+.atf ~~L,4'~'' ~il~;Pi ~3L4'k;~ MI~IPi 'fib ~
~t. ...M..__.._._ _~..r _ r.. ~ i F~.S~h~ i~~ E~I,If~A1.EtY'T SE~r4lEE T~ Frill 3 ~r~~, r ~
R~'!~~~w _ ~ ,r ~ t~f M~Ef~I. ~~LII ~]i ~~1'~E ~T S` hF r ?rr ~~f ~^y, I ~E FT B< ChF ~ } ~ "
' f>ux+v ~ 1
~ t~~`xiC''~.r~ ~~v - 1~ _ Jam, y`n~it~~'rJ~! 4~br!f ~,,,r ,pit ^r O !S~^ i~r: n~x'`~~/~ rl;~ ~fi~,/ .act` . • i"`^~ ~~ii1~~t~,.!"}'r\5,`~, ,j ~ t .;.~i:,
} .t, riV, `~!Y ~,s!~~3s .r."~ ~'.q, ~2 a'.~~ A. A :ti e :,~~yFt !f<d •~',~.h~s,,r'c { "s I tTn): , ~ C:, ,`~t~.r,•:S t.~• vG.^~,~.-~,--- -,.ae .r[i~'34r r'~, t`~z ,?y ;t. ~i ',5~,,, fig. •.or qe : ~iT„~/r 7~i,=x,&.-~r",,t , a\~'•.:r:,r,y. ,Fj4! F.:w ~!'.~~"e ^./;,1., ~ t 6
J b%''y( ~ (tIY~M ~d't ":~r"x +r ~~h/tv i.w ,.C' rt ~ir V FY !•z'!"M1 T ,e,,:.. , . tr •:,t.,, ...w> F ~•FV~ rE F rk~,.l ?C , tr~rt. u..,. Et~fl' .aE LE~rEL. ,.ERA 1 ~rl'~ Fr F, h~a^f'h,F £ t e} . ~ ~ ~+.ty{'•7 ~v~'i5' l+n ft?'i~ f f'~t 'c y JG{,' ,t 5'z. m ~•,ir ~ -,i~.o,,Ri'` ,?;,,.~ta^.k.e'sd.r ..7i.c.~~A1.,J:rt ,r,?e ~+r't^x'hh~.nl,:fe r ,~11,t. n t - ~EL'i ~~~r^~. - ~`1E ~y
,u,..r''t,_.-~'`~_.,.~s.c,.~zx;~3 sr. ~,~y~)'.Rrr,~1~r tF";. <r?~r, ~ k' r v'r. ~ c ' !`y` : ~ ~ F~~rji::~;,;~ ~ ? . , . r~ '~Et:ll~~Eta1' ~t"HEt~ ~ v r • , , . A:r r THI ` lEtift IW i~E~ HEE q".~rJ ae~+-SeCti4t]ll . f~. ~ , , s •.~..4 , .
Fl t .F`rrn'f•, :~i.ei.. si i' f s , t~ ,J r. _ _ ~ ' Jr # - e.i4~rar.rx, r 7 r ~ Y r; rvairE Lr~'n ~ SC h;t LIttE~+ fi't' G~.,a ft, Ot}', It"arE~'1 I~;'A~l~f}' i~a~"E~'T~2. ~ ~ ° SILT FE~JGE ~ W
( .rte 3 ~ P~ fi M s ~1LT FE~`~E t ~ J ~ p~, t~ ~~VETER '~A~HE~7 S"E~P#E3
} N ~ ; r• ~ w , r ~ j,~4
' ~(.(~W r~fa'
n y~„~; :.,axi rya~r f'~ t`:}`1' ~ ' ~11~UY Ot1()I ~ a Y~ ~ p ~ h y'$ R a~S SH~"~dN Gad €~L4~d ~
:p°. / a dsa'., . J }key r;~j41 . tj~ h „M ~ a _ _ ~u a ''y
` ~~.r,. , !t . ~ ; ~ , r ) ra ~ T2Et4~H, ~r~tiE~ '~N p 1 L ~ T>~:. 0 ~a~V~) is y1.'+.,;F,~:: 3+..~4„~'a =Pootn w~`, `C '~~,.f~ , -;iZa'~t,~~u~`T;.t•.,,~~w~ ti~ ~,:'S .•1•v',.~! ~ .r'~ _ _ ! . V: a Yt F r F•v Y/k ~~,r c,7 ,,.~4ri.r __..~_s„~._,r.-~-c_... i~il. ,.+.Ft I E .a ,~y a ~4 . ~ °~EMCs "GILT F~~GE -°°-R I L ~ T@~,- ,.~FI,1. ~ ~ ENS SILT FETE ~ Z
~ ~ .SEE I L - ,3, , :r<~•~r;. •v k~ ~ ~x _ _ HEFT C~t~1~a.~rUE `~P~LY'i ~ ~ ~rr v 1 fP'r ~r~ l" _ ,~3:L-=•^.~.,;c'~:~'a'~'.rs a..cp~ r/ F { ~ k .~tS1S~f d r .h `,.~.r4r r•.•X ,r ;,'S't,4r F+,~ ,r"r'f ' - _ `"r+ v1~?rc j5",. _ _ ' . - yF 4,. ~CP~LY~ ,a • ~ @4 •
0 r;4} wa.cw.to~~~.•c~~,,,~c ~`f~ F'.F~ ~~tiFS:.~, ,~x,.%4r':'~ . ~..:~y °'r~ l~~''`+,,: _ _ . . _ ~?,1( A' F'~ V'V`J~F•,?Yf 1('xcYJa ~It, hr „l~ `'4•I2~4h S to .s"'y,,.. Pt's ElG ~h2tt3„ , „ 1 Va e Le tll ~ , ,~r,,r,.~'; , O/ _ _ _ _ _...e. . y/:yyy'S5~ ! .~3~. ~ ~.~e e~~ • ~y .i~ ,F '~?'tF~i,.r ,~~r~}S,"^r~ L. - 4 . . • x ~ ~ ~ ~
I•. lr'L, yr t ~ 4!"'+, +t L 4~ f F4"^l ~.iV,l'V^~,~f;+~• { h _ _ _ _ _ xs° +'t..i~'h. it r 't 1: is,,aF i\I~..~, rn. r,~r,~:s, r•, r• ir4iSa? .Ph} h'~~ C d,~,~„rt~'fr~~ .rte r ~:ts~r'~~~ . s` ,,SSr:~}E;,r: _ $4,'~TJ'kE~l v~:~~E ~a
r=,K:~ ;s ~ ~ , ~ • ; ~ ~~x De to ~t o.s of ~~~e ~~;z tli. ~ : IZ ENT. ~ d m f,~r,~'~.~'.G'~~,:"°`'~,r,,n~'n .~v,., ~,``.._x;r.zc:,~:~.-;:> ~.sx i,nr,~x.s~f:.;in~.l~ <.~~..~,,F,. _ - F~4'`4F, . , F'r,'~..,~s CF F>~,.r.~ Ih.
, ~ ~ ~ • E I E E T •6.
L 1' « `t r y,v ~ t -
s n :.,,,w~'.. r'' ~ ~ C'd sati K C7 ts'- t ~
, ~ ~ ' r 6~ET~1., ~ Eel F~ ts~ 4"#d~' TiZEaTE~ ~ ' , < , a~
I E E pr 1 ~ ~t . ~:Eaar~ ~ T . . , ~r _ ~ ~s s E y ;~EFP ~I~,
N I ROCK
~ ~ ~ ~ ~ ~ ~r Ij F~~a&~iT ~~~lE~'x} ~ ~~~r~ iRE ~ErE FILTER F@"~B"~fil~ I~ TtaI:~IGH
~ ~ i - I T M ~ - ~B
N / -u ,
~ ~ ~ ~ 3. INSTALLATION OF THE
Q ~ N , -~A' J-HOOK SHALL. ET~L 9a5T . R~14~E FEE ~ FILTER FJ~'~ ;i".;
N ' t
. f E ,Q k~*~~. h~ 7NI~~~~"~I~ i~r~~HE~ ~P~.E ~
*F r1"v, .4 .4{M8~ Y.~~69/.X F F r"~~ ~ ~ t ~~,k~• _ r1, ~ ENGINES ~ ,
B 'U _ ® N S B" ~ ~ ~
m Figure 9, Locations - positions of rocks and footers in relation to channel shape arul depths. t;a SCALE:AS SHOWN

® 4. PRVI TE AR ~ d ~ ~..""1 1'1ATC. AGM71Ad
'a SAND SAG DIVERSION. - L) i-
(NOT TO SCALE) : 11,213 7'- `MIN, 3ECTIOtD
SEE SHEET Cl. t(
s BY: JAB

REVISIONS
Q 07/12/11-PER COMMENTS
_ . s _ _ _ _ A~ _
~ ~ _ _ _
SOIL FILLING _ j Y; ,
~ ~ 1 Sull filling Is suggested for optimmn pat#armanoa, ua ....,.~u:...~f
°_-FAR ~ANDLOK~ j~h~S`~?~~ F~~~R~V1R7~a fIFTRMS i Afterseeding,spreadandtightiyrakay:•'pin(12.19mm)minlmumofflnesltasotlortopsoUlntot se silo soil or topsa0luto the mat and Compfotely 011 the voids using
- backside of rake ar atherilat tool. F ~f' 1 If equlpmeM must operate on the mat, make sure It is of the rubber•tired a, No traakad a ui mea TABIE 1t SUGGES7EDOft0UNDkNCHORiNGDEVlCESEIfCifONa
tYP q P / Avotd any troAic aver the mat ft ioase or wet sail condifians exist, typo, No trackod a0uipment or sharp turns are allowed on the mat, 'C ~ r 1iF,.t ~AJ~
1 Smaalh soibfill in order to just expose the tap netting a(matriz. Do not place excessive soil ahova th lase ezcessivesoil above rho ma±. -
INSTALLATION ON STABLE SOIL SLOPES 1 Broadcast addhional send and Instat3 a tendlokm ECB above the so16611ed mat (it desiratl). 1 mat pt desiredl. ; -
/ Excavate a 12 z 61n (300 x !5 mm} minimum bngiludlnal anchor trench 2.3 ft {600.900 mrn}over crest of slope (see figure 2), _ ' P Nydrauliaallyapplied mulch or send may fie used as an alternate to soil•011 an saleat appllcalions. Ci a ~ 4~fut01S"'rRns ~ II an salost applications. Consult manutasturaPs teChntcal x° ~ _ ' - ~ 1_
1 Install tap end at mat Into Trench and securo to bottom using suggested ground aaaharing devices (sea Tablas i and 2 on page 1) : ' " . ° 4` representative for more Informatkn,
spaced every 121n (300 mm) minimum. Backflll end compact soil into trench (see figure 2}. ~"E-3 • d; Q' D ;n, ~ ~co : /Consult manufacturer's technical represanta0ve or total distributor far installation assfslanca, partial ° ,dc? sails and lnfertlle anvironmenls), tallallon assislanca, partlcuiady H unique cDr~ditians apply {sanGy ~ • _ s
Unroll mat down slope, landlokW 1051 shall have the gaaleziBe on bottom, ° ~ AO _ ,
~ e~ 0 ; .:w cal 7 Overlaps shall be 61n (150 mm} mmlmum and anchored every 18 (n (450 mm} minimum along the overlap, Saaure nsing q a , ,C.,~~ o~. _ .Q. d:r7+o ,.,gyp , G?'( MAINTENANCE ~ ~ ~F. ~..n
sugg~kad ground anshadng devices shown In Table L for appropriate beguoncy and pattern, Overlaps era shtngted away from ~ o , ~~p~a .0O,, - a fl'Q° FIGURE prevailing winds (sea Figure 1}, Y~ All slopes, channels, banks and other transition slmalures shall be maintained ro assure the azpected de a ~ 3 I to assure the expected design lira of the reinforced vegetated - _ _
Q, o-, o system, Uere are a few tips that should rove hat fuh
1 Unrol mat In a manner to maintain diraot canton{ with soll.8ecura mai to ground sulfate using ground anchoring davlces ~ • ~ a ~ vr~..a . ~ a- tongltudinal anchor french at top of slope P P Q a4 : ~Q ° ' ,A° 1 Aiar7itoring (sae labia i ,Anchors shall ba laced In accordance with thaAnchor Pattern Guido on page 7. ° ~ c a : Cl°(5 ' • Space anchors 12 in (300 mm) along bottom of trench P b° 7A8LF 2; SUGOfSTEO tfMOiNS Of GROUNOANCHORINO OEVICES°
Q p~~; c~ ; ° g" • Shauid be conducted semt•annually and aRer mayor storm evenis,Th(s should include; observing the ? Fxoavate a 12 z 6 in (30D x 150 mm) key anchor trench at toe of siopo (see figure 3}, ! brlgaNon system; clacking cand(tiou ei ai(permaneni erosion control sysfams;observing sediment could Include; absening the condi0an of fha vegotatioD; Costing the
items; absetviDg sediment and debris deposits That need remavaL i ~ j ~ w~
? Place bottom end of mat Into key anohar Ironcl at toe of slope and socure to bottom of {ranch using suggested ground anchoring / VegataUon davlaes (see Talfes i and 2) spaced every 121n (300 mm) minimum, Baak611 and compact soli into irencl (sae figure 3). • Nepafr and maintonanae of various types of vegetallon shalt le cronsistent with theft original design I twithlheiroriginaldasignintent,ineluding; ~ _ r~
• Grass Turf Areas: a Ilcatfans shall be maintained for ode uate cove a / If the potential tar standing andJor hawing wafer exists at the Toe of slope, the key anchor {ranch at the toe detali (see Figure 3} 12„ • ~ o / Pp q r nd height, N _ re r~ yver and height, a ~ t,~r~ ~ ~ ;
is not sutfieienL Consul) the pro)eaf engineer for the appropriate detail _ ~ ~ ~ ~ o • Mawing; grasses shall be mowed according to normal matntenanca schedules as tlekarmined 1 ° I schedules as tlekarminod by local judsdiefions or maintanaRSO o r ` ' ' y~ °
' 9 a g° agreements; operaltans shaltnot star! unlit vegetation achlevos a mintmum height of 61n (15 1 Irrigate as necessary to estalllsh/maintatn vegatatlon, Do not overfrrigate, 4pT4 ~ than 6 in 150 mm above the mak, minimum height of 61R (150 mm}; mawor blades shall be greeter ~ ~ , ~ _-_-_v _ ~ , _t,
bQQPo• ( }
Ea~G7b Qoon 0°~b a ~ ; • ^ : i)a , oo~o • • UnvegetatadAroas; shall be reseeded and soibfilled (ftapplicabfe), ~c~~0o ~ ~~a~ ~ . , o• 8~b .ba I ~ 'naptYratasareatpound aadudngdntroslahl¢,Irdarardmtat nrmacaasutelpalxtSpaaStvadaht~, ItnUieula tesp4ss'ladyaf>hepro~a~deaAncerard(a o>t4xlaMsdttt Ne Cd
Q , p ~ aG°pp, FIGURE / Sedimenland0ebrls0eposils ,p d fjP D ~p ~12 , GQ ~ ,p, a° . OU ~d pc pPbpg4 epgry~datewal.xgpearAlmph,AnkMdn%~alltestStttadtohddihematinlntimalecmtaN7idsa~e~llwbyadeaMresislpoloNtaaoxrdarcAailhiF,EproJss#Ydplg~Mtea4 ~ Q ~f channels, clog ID1eE and outlet slmCtures and can damage ~
° OD~ P~~~ P o°d ~ a ' a~Q Key anchor trench at toe of slope ~ Accumulation of sediment and da6ris can reducelhe hydraulic capacity of channels,clog Inlet and c p~ ° ,~q QDEo q a UD oa ,a , C7, d D° . ~a°^p Q • ezistingvegetatlon,S~diment and debris removal is a vital part of spsiem maintenance, LongltudlnaiT_,, a ,~~p~%pp~apC44{~p4ap~oppegb'DonQy~~~. a ~ a maintenance, I 1:9 ~ ~
anchor trsneh 6 0 FIGURE Dpt,7 •0 0 0 'D °c~°QoQq do ~~o`b • Removah shall be done carefulry to avoid damage, Whan azcavation is within 12 In 30O mm a ° o o D Gs ~,C n 0 A , ono. a o~ { } a is wilhtn 12 In {300 mm} minlmOm of marling, removal shah ha i a `m
a 4 0 ° a " Qo ~ °a~ ;opadpQ •~`~`aD0 ~,Q° • = done by hand orwith a visual °spoiter," If equipment must operate on the mat, make sure it Is o p o 0 0 4 0 o tnstallation oipermanent turf P° a e o p ~ ° equipment orsharp turns are Mowed on the mat, on the mat,makesureillsaftherubber•tiredtype,NoiraCked ~NCROR PA1TE1tN OGIDti ~ ~ ~ ~ ~ ~ 1he shaded areas la the diagram provide anchor saggesltons 1 ~ ~ y , ~ ~ ~ ~ ~ n
0 0 0 . ' OG reiuforcement mat on slope . . 4 ,D p ~ • Aitamatively, "skake chasers" or soma oiler form of permanantvisual markers can be r entvisuel markers can be ulllltad to prov(da a usuel marker lac based on slope gradient andJor antleipafed Oow Conditions, 2'1 ~Q ~ ~ m
e 0 a o p n~ • • Overlaps 0 to (150 mm) maintenance aclivilles, O lF d p , d° When the correct number of anchors has boon determined, , ~ ~ rs'~
a D C a $nO minimum a p p 0 a p /Damaged 5ectians rater to the tour illustrations below to establisfi anchor ~i1S~ ~ 3.1 ~ ~ ~ ~
° a a ~ 0 ~ ~ Spaaa anchors 181n • htissfng or damaged secllons of rho matting should be replaced par fha Enstatiatlon guldailnes, a c a p p a •oo istafiatlonguid~~ines, pattern, increasedanchoringmaybaregDireddeponding ~ ~ ~ , ,s„ o ~ z ~ ~ ~ upon site canditlons, ~ r rdp6EH`r~li1 ~ ~
o along avetlaps down n o d p p a '~~pq • Repalrfng Rips or Notes; these should be patched with Idantlcal matting material. first, careful a a a a o G a p °g~°ao the slope knite,Tlen replace and compact soli to the elavalfon at the surrounding sulgrade and plants. ~tling material. first, carefully cut out rho damaged section with a 8LOP~3 ~ ~ ~ tiling suhgrade and plant coed, Cut a piece of replacoment metor(al ~ ~',~'wPr~'F _ _ ~ ~ my
a a a a 0 d?q • Anchor Item shall le a minimum of 12 in (300 mm) larger than the rip or tear, Use ties to attach the replacement r ,a attach rho replacoment material to the existing materlahht ~
a a o D°G°44 ~ overlaps, the upstream and upslope material should be on lop. Seeute tie replacement mater) ° ° fn accordance with thn ute the replacement malarial w(th ground anchoring dovteos spaced ~ ~ ~ c sa lhefrequencyandspacingshowDintha~nchorpattamOaitlean ~ ~s,~ ~ mg~'°._-.~ ~~r~ ~iaj ~ ~
° ° 0 a ~ o Key anchor , every fi fn {150 mm) around the clrcumterenca of the repair and at the frequency antl spacing c .a OOQ y ' ° 0 ~a french of Anchor Paltem Galde" I page 7, Seed and soil fill replacement area, ~
° •n•R" found an page 7 . .w tae of slope {611i. t,>,y191N (fill! ~~41~~ ~ i:~ 1„ 4 - - ~ ~
° °Q`'DD TH1: ADVANTAGE CREATORS," Propaz fna, ~ ° ',pdO aD ® I 6025 tea Highway, . Propoz inc, PH. 423 899 0444 ~ ttil~ ~ ~ tar ~ ~ ~ 6025 tee Highway, Suite 425 7H. 800 fill 1213 ~ ~
?a,opOt~OO°°~ PO Box 22188 PO Box 22188 FflX: 423 899 7619 - ~ ~ ate? Chattanaoga,TN 37422 www,gooto%tile.eom y ~ ~ ~
GEOSYNTHETICS Ohattanaaga, TN 31 ~
c::ua,twa, gnnuh%a',&aaa~at Pma*.r, faEOad,Proa,ud•wwror?vae.rjsuwtza,"ansHPm~re iHSPUSIWATA:tEFpUIOFbiEECgV97AVEDA4ENO[iEEAr7fiACtCEVYHIENiO{U1NA!lCp;ttAPrEDgTfItSWeUCAT,QI,SACWM7E70TNEDESTC i~cAnallsACaMiErornEOasroFauawmxmotFtwvsxaaesrprwuuwrcrtsab^cunrcv 4.2ANCNORSJm' t.SANCHflA$rrm' 2,DANCHDNSAn= 3ANCHOOS//aP
cA fA!.'PtETEItEES,THELtTNAf¢pS701'ERA40UEFAOfTHEPRODUCTSDfKLlDA55UVcSOIERESf0:f39lIfYfQ97HEfCL4 CE1EAi'i~iAfpu OPiH C0~'SEA4UTfONW/Fn4YtU5ETE@0'dYW7ANJtIYl11bE 8YPAC4E%FOA l13PROCUCIS 199ET/ORTNCiWRPROD'JCTDAREHEET9 FOIiiffEPFNA [PCPr7(AiOt`ICNrGWiCtl9iWEARPAOPES(SPEpflCAltY01$CUWBdtLOktEAWAANJIRES,!%PAESS OAWPEtCD,INt[UIXIfDWI1N0UiIIW1AlION,Wr 'Q9aHEFCNL CEYEAi~i'iAEp,Y OFiHEEU(IAESIiY0FlilE as'NWAtq.'71J0ifiEFEIODUGEAFCflaNF (1 AfICHORtyd'} ttIJ+AUCHDRa~yda) (2AtdCNDAS/yAki i2ga AlICN0R3rydlj - tO6UCTDAREHEET9F08711EMbpkf,A7SUFH 07MEA4MRE;lIYAM4M/S k4iY8EdOPEFABp _ D,INC[UIXIfOWI1N0UiIIW1AlION,WAgPJ1I11E90FLEflSNANTAeIiRVOFFliNF69 F9AApA871CUdAq
2' -r-... ^ - - _ PUAPOSr,OR AW&t10 fA0LAACA5101i0FSAWLE9,ACWPSEOfDEAUR00R U5ACE0PtRACE 7 r! I lkali ®NAY 9iapv to S07 - 7 tr ;
' ,
ddd afdggqq
e~ `gg7yttecaeaaaa q®®o® ' `Y V ~~a UA,I ~C ®oo® 6
F ~D® P
~ ~ o a A ~ ~~~L
r " a ~~1~ ~ c'°' ~ ~ 97 °d 12 ¢ ll RA ~ a c W
g{~ yA Pjy7 ~AAad~ ` ~'C~~~~~+ s~~®O®_ ~GQc®,p®g®pp~ A~ P
0 N~,DBAAOD@4&&`w40'~$A'ii~ ry ~®Dq@PIB977spP9tA®A®®A
N N
a
W
~1
m EXISTING GRADE E AROUND TRENCH Prrrctsce 5'tarBaPard~v acrd ~~Sec~catinn,F
PARTIALLY INSTALLED METAL FENCE n ° STORM DRAIN POST j
PARTIALLY INSTALLEi Tabial ti.14a Table 6.14a
~ STORM DRAIN ME1AL FENCE Mulching iiAaterials and Appl atsriais and Application Rates Table 6,11k Seeding rnixt~tre
POST. Material Rate PerAcre Quality ~ i/2 PIPE 4?rganic Mulches Quality Notes Seedinr~ Nc.1P for: Steep Species' Rate {fbtacrs)
~ WERE SCREEN WITH DIAMETER Straw 1-2 tons D uncho ed, Slopes or Poor Sails; Low Tal! fescue 100 ~7ry, unchoppsd, Should ootna from avheat ar oats; Malntanance Sericsa iespetleza 3t]
1/4" OP£NYNGS Pp AND l57 STONE ~ nw ath red' av id u e e o unweathered; avoid spread by hand or machine; must Kobe lespedeza 1Q
, weeds. h a• weeds, be lacked dawn.
c , Wood chips 5-B tons Air dry I WIRE SCREEN WITH - Air dry Treat vaPith 12 Ibs nl~ogenttran. Apply Seeding Hates with mulch blower, chip handler, ar 1. In Eastern Piedmont, add 25 Ibiacre Pensacola Bahiagrass or 10 lbl
NDN--SHRINK .v d/A" OPENINGS ANO #57 STONE GROUT ' by hand. Not far use In ftr9e turf, acre Gammon Bermudagrass. Use Gammon Bermudagrass only where
~ EXISTING 2'-0" tMoadfiber D.5-1 tons it is unlikely to beGDm9 a pest. Also referred to as woad csllulnse, 2, AfterAug.15, use unscarified sericea seed..
~ GROUND •E, • e • HOPE PIPE May be hydrasesded. Do oat use in 3, where a neat appearance is desired, omit sericea and subsiltute 40
c - w x~~ ' .tl shredd d or ark cubrc ya s rr ry, e hat, dry waathsc lblacre Bahlagrass or 15 Ibiacre Barmudagrass, Air.tlry, shredded ar Apply with mulch blower, dlip 4, Ta extend spring sesding date, into June, add 15 Ib/oars hulled ~ ~
,~~~~x..-...~.~~a~ o, ~ FOR PIPEAOR STRUCTURE SECTIOEV VIEW ~ .f hammer-milted, ar t hammer-milled, ar chips. handler, ar by hand. Do oat use Bsrmudagrass. Flnwever, it is prsforable to seed temporary cover acid
P~.AN VIEW asphalt tack. Seed fesaua in Sept,
r . Corn stalks 4-5 tons Cut or shredded in Cut or shredded it ~}-8 Apply with mulch biawer or by hand. in. lengths. Nnt far use in fine turf, iVarse plants
c'a ~ in. lengths. o Serlcea 1.3 tons Green or dry; shauh Green or dry; should 8atwesn May 1-and Aug. 15, add 10 Ibiacre Garman millet or 15 Ibi
METAL FENCE s POST lespedeza ctintain mature seas contain mature seed, acre Sudangrass.- Friar to May 1 ar after Aug,15, add 40 Ibiacre rye ~ {grain},
Q seed-bearing a PARTIALLY INSTALLED: stems
N 1/2 PIPE STDAM GRAIN DIAMETER Nets grad {{Boats' sesding dates
;n ° Jute not Cover area Heavy, uniform; wor Lll Heavy, uniform; woven iNithstands watarflow. Esst when Bast Possible
of single jute yarn. of single jute yarn. used with organic moldy. Fall: Aug, 25 -Sept. 15 Aug, 20.Oct, 25
~ EXISTIN6 GARDE a I , a AROUND PiT --;P~~~."~::~ Flbergassnet Coverarea Wi#hstantls waierflow, 3est rotten
m . ~ a~ used with argenic mulch.. Late winter. Feb, 95 - NAar. 21 Feb,1-Apr, 15
E Excelsior Cover area o ~ {wood fiber) m k withstands watsrfiaw. Fall is bast for tall fescue; and lespt,dazas in leis winter. Ovsrsaeding of Kobe lespedeza over fall-seeded tail fescue is very effective. Use
y ~ mat ( I Q unbolted Bermudagrass send In fall
~ ..1vJ • • Fiberglass roving 0,5.1 tons Con#inuous f+bers o1 Continuous fybers of Apply. wiUt a compressed air sjsctar. sal! arnendrnants
3 NQTES ~ WIRE SCREEN WITH drawn glass bound tIA" OPENINGS EXCAVATED TRENCH 1. NON-5HAiNk GROUT SHALG BE • - ~ together with a non• drawn glass bound Tack with emulsified asphalt at a Apply lime and fertilizer aGGOrdir~ to sail tests ar apply d,000 Ibiacre together with anon-toxic rate of 25-35 ga111,000 sq ft, ground agricutiural limestone and 1,000 iblacre 10-10.10 fertilizer,
AND 057 STONE FOR PIPE OA STRUCTURE IN A SUFFICIENT OUANTITr agent ~ ro PROPERL r sEAL rr~E JGINr. ' agent,
s. DIAMETER OF lfGLE IN GAAINAGE Chemieal Stabilizers a, ISaMETRIC UIEW G7RUCiuRE sHALC BE No MDFiE a • - l~ulclt
C TNAN 3 IN, LARGER THAN THE Aquatain intlow ~ PIPE 0.0. UNLESS APPRDVELJ Q Not beneficial to plant growtit. Apply. 4,000.5,C00 Ibiacre grain straw ar equivalent Goner of another suitable mulching material. Anchor. mulch by tacking with asphalt,
p fir ENGINEER. Aerospray manufacturer's roving, yr netting, Neifing is the preferred anchoring method on steep
M ' , Curasol AK speciFiaations OT S• . , Petroset SB slopes.
N .Terra Tack 1, THIS MEASURE IS DEST USED WHERE STORM DRAIN TIES INTO EXISTING STORM Maintenance
Crust 500 DAAiN SYSTEM AND FLOWS OFFSIT£ UNTREATED. Refertiilze in the second year unless growth is fully adequate. Maybe
P. THE o DRAINAGE STRUC Genaqua 743 VER FLOW NOT COVERED BY #57 STONE SHALL BE APPROX, 1/2 OF THE PIPE DIAMETER, TUBE -MAY BE M.igS ® MASONRY OR CONCRETE PER THE mowed once or t+n1Ge a year, buf mowing is not necessary Resasd, fertilize, and mulch damaged arras immediately.
N 3. ATTACH WIRE SCREEN TO METAL FENCE POST ON EACH SIDE OF PIPE, APP , N LICABIE COG STANDARDS °Rafer to Practice Na. ti.30, Grass Lined Channel. bonnets.
a ,a zUse of trade names doss not imply endorsement of product, cement of product, `Refer to Appendix 8.02 far botanical names.
L
~U
fn Q a7
(7 SCALE: AS SHOWN
L 7.14.2 d 6,1!.19
m ~ DATE: 45127111
.F
IV
2 PIPE INLET PROTECTION DETAIL 3 HDPE PIPE CONNECTION DETA.' . 4QSEEDING SPECIFI C 4 SNOT To SCALE) C 4 (NOT TO SCALE) ~ T NOTE.' CERTIFIED LANDSCAPE SPECIALIST SHALL PROJECT: 11,213
SPECIFIED ECIFICATIONS VERIFY THE SEED MIX SUITABLE DRAWN BY: JAB
(NOT TO SCALE) SCALE) SOIL CONDITIONS AT THE SITE PRIOR TO PLACEMENT, SHEET C4
75