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N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M.
PIPE ALLOWANCES
�i� NFa MGTa1WL �R METEBI 5 Y � ��
3 V� RE NFOflCEDOR
a
T � VIANLON,.REiE 3
FRAME AND VANED ORATE ALLMETALPE 21 FRAME AND VANED GIEATE ^
fPSV �'
ISTO $PF.0 nPS'MI 1B
LE rvnu c .�
taro sPEC v.,M,) »"
/ .mBneonlEO PaLVEixrLEnE
J� / f ORM9EW EP PPE li i� ,MENDTEA
1vFM1T NOTES
CLEANBURFAM Me TORO AREA
L As ass,,hade rpemahms he tlar mbarstwwn b tlx: PRECAST BASE HiOVO HAD y ACi I`
iI+E RURFALE P0.FA Cin1F. N5FORMCC1 UST
SECTION Seem hoseed acmmbg to the Standard Spetllbatlons)or BE WOUIEpTOTIE=TMAREAICTCH I' -/ /
`.� 0M.8ARHO0FFMTMGHT woa hash havklga+ IMhnum aroa of0125quaro lnGles per(ool shall Aams *n+Exr seciex, AOJYHTMENT SECTION L a/ - rsea+s.VCssACNO 4
T O.HOM6FM+i HEGNT be Mod wah We mMnumtequeel mear 0.n Bw ALTERNATIVE �,. SECTION
PRECAST BASE SECTION. Wire mesh shad net Lee placed In ME TOP
IO T-
RECTA1g11YRADJDSTMEM8EC110N Nnpckeuls._ 'MN
2. Thok edIAXdbmeWernakmtbe gmoterihon26-. Kno Wa ahal -DwM. ie onil J LY/ %ice r
have." AthIeness012 •minknumm2.5- madinum PrnvMenl5- Onlo. HOE c+
AWnum gap
IWeall with andthe 1pe � � G 3-Urv. r P ORIENTATION
r Weplpe 6 psmled, (19 WE 9 she xN WMtrorta, In aAAFJ m � �M FOR ACCESS AND STS
w#h StaMeN Sptlfiwtlon oa STS! -
�-
/I 3. Tice maMmum depth from me finished grado to Me bested pipe invent i n••FLAT SLAB TOP
anal be 5. \\ //
f� \!
p4P aE ( M MN l
:. YE 4. Tno tramp a+ld gmto meslmhtelamd wNl m. m+Me amAn I � I 3 f
V
{ i S. The Prewsl Base Sedbnmry taw. muntlatl lbor. and We w418 may
/ be 'op. at o rate of 1:24 or stew � n BARS 1Qe•BPALInp
per
♦Mors. �.' 6. Theopeningshalibe mEEIUNNal Ne lop of Me pretadbase MORM.
REDUCING SECTION i. Al PkhuP hobs shall be BroNO0 bl altar lM1e bazb has been pMCad. BASE SECTION SECTION
8. L
I _ DU1 a KXE
Standard SyecDCalbnn BLa I1 ✓y ` `
.`,
iRYP)
NOTES ECCENTRIC COME SECTION
48', SA'. or BO' FLAT SLAB TOP
1. THE COVER OR GRATING OF A CATCH SASIN$HALL NOT \\
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
\�j > ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH R IS TO BE PLACED HAS BEEN /G��'�
L ESTABLISHED, AND UNTIL PERMISSION THEREAFIER IS
GIVEN BY THE ENGINEER TO GROUT ORGMTNGW j\\
> T
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION ���,vY "Yi"�Y/ ? J // s,•
i / v 7A5.3. ? ,� �� BOLT•OOYM SLOT DETAIL
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRATE. yea vme+
1 ;I THE USE OF SHIMS IS PROHIBITED.
1 // 3 R MORTAR
NDBRICKS PRIOR BETWEEN PLACED
PAL CEMENI'USTMEM
is SIR \ . A NOTES
"/( 4. THE SFICIU3 IS TOCRERM A RU KING BON BRICKS \� \VA
�Y� ..P„G .!�� ARE STAGGERED TO CREATEA RUNNING BOND OR Ys Provide holdon Infra grate
e.L ratio of Aligned!
i "1 LLL BONG. 1. MINT .Ne Hales Enthetramp.Loratlm of bop -0own slots varies �l
emeng tlllerent mendadurers. .�OXE Fd BAR xooP R .� v4'oNwauemcP ��
ISOMETRIC n+ronew HOMSro+z.,
.Bend -� 2. Refarlo Standard SpedfiotiM905 .15(2)far atl6lbnal ne u"vements. RECTANGULAR AWUSTMEW SECTION CIRCULAR Aw ITIN IF rr CTION
FALNWAY - all Ne E I
a. Use only IX16aQ6 and YerBLdl C4rbS IOGdIbILS.
PRECAST EASE SECTION ALTERNATIVE PRECAST BASE SECTION
a in Undeas
ME haveiv ery. SpBelporhould Brains Anal he used withefocare Name 1.0im an1.1.....11 meters rebar,woe mesh having.
intlalmvd way,gUser Orshoultler. downigsi CM MI
ba 1ptabtl mi ^Im...... 10.12 square lndas pea bet may be used
within wasrpaM. Use varetl ntase mllad cuNa. la aOjusOnent sectlpns.
STD. FLAN - 200.10 - STD. PLAN - 202.00 i' STD. PLAN - 204.90
�J PCRI ?C WORKS CATCH BASIN TYPE 1L _ 4�e PUISiAC 1SORKA CATCH BASIN INSTALLATION _ _ _ ( PHHUC iTORKS RECTANGULAR BI- DIRECTIONAL _ �i �t PI. l?IdC II•o:2Ks MISCELLANEOUS DETAILS FOR P - �
DEPARTMENT DEPARTMENT IC y DEPARTMENT VANED GRATE \ / DNI1ARTME6'f DRAINAGE STRUCTURES
MARCH 2000 MARCH 2OD0 MARCH 2008 1 MAIIH 2008
I I
- :.
t - 1• °' ,` . y_rrvrts
VG
A�CEHTFa � BELT T
r1 r. '�� /; V I $Ne1,6NRY�
wx avE .. L \ umwwTrvE rEmaru ` \ - -
1 RaLSP Iw peBHIAO �w a l 1 w
�+ RROpE IIIIIII�v ti °��aUmmff�
t LFpmz rNa« rmVhFTF MoENVL.sn+ In \ tawX +I /. owwcs smectx
STro,em av
a r . VIII VIII �F' yL;W�p
�Pm FLTERFAewLFEHL1Np ��} \ ?y `• al! /\ �\ \ \ \ \
M _
tsaPnMENimpa.... / / -
J/
IF , � A. �,Mlo
rpErmmr nm PaoWOa ExEwrmssl Anen + ✓ __ - _ -_
wAVAO¢MVEL Ar TG.miiXrvreeO \ / \ \/ \/\ \\ T ATTACXMIHT.OBTAILBf
r
L � i+ ✓j�j /j /\�/\ \ 1 GATHER FABPJCAT POSTS.FNEEOED.
2 UTILIZE FVSREETIEB PER POST, PLL WITHIN
TOP 8' OF FgHRIG
CROSS SECTION
NITS
3, ES VERNEAOHT MINIMUM PART. G
NOTE& HOLES VERT1fALLYA MINIMUM CF 1' APART.
Lvir. 1. POSTSPACING:TW.%.OHOPEN 4. HANGEIANTIEONAPOSTHIWLEAND
RUNS 4 MAX. ON POOLING AREAS. TIGHTEN SECURELY. USE CABLE TIES
(W LBS) OF SOFT WIFE
2. POSTS FTH: MUCH BELOW
IpT� +++'sisAE
GROUND AS FABRIC ABOVE GROUND.
1. CONDITIMOFUSE 3. PONOING HEIGHT MAN. 24' ATTACH
}�}��N cvERnwlsPluwnve Mwwpix NOTES 1.1. SEEDINGSHALL BE USED THROUGH THE PROJECTON DISTIRBED AREAS THAT WIVE REACHED FINAL GRADE ORTHATWILLREMAIN FMRC TO UPSTREAM SIDE OF POST.
II kT, 1. CONDIITONOFUSE UNWORKEOFORMORETHANWMYS.
' y) 11 PLASTIC COVERING MAY BE USEDON DISTURBED AREAS THAT REOUIREDCOVER MEASURES FOR LESS THN30 DAM 1 12. VEGETATON-UNEO CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE LN.K3R 4. Mara ER EACH SIDE OF SILT of VTrely�
1.2 PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUTAND FILL SLOPESAND STOCKPILES. EARTHWORKAND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM) FENCS2TO4TIMESWITHDEVICE
t.3. OEARPLASTICSHEETWGMAYMUWDMERN YSHEEDEDAME TOMB nAGMENHWSEEFFECTNDEMMW GEGRAS$ 13. RETENTION/ DETENMNPONDSSHALLSESEEOEDASREQUIRED. EXERTINGELP.S.I.ORGRFATER
GROWTH, CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE OURINGTHE SUMMER NAOMI 1A. AT THE CITYot DISCRETION, SEEDING WITHOUT MULCH DURING THE DRYSEASON WALLOWED EVEN THOUGH IT WILL TAKE MORE.
1.4. THISMETHOD SHALLWTGE USED UPSLOW OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BYRUMIR SUCHAREASIKLUW IEEPANJ THAN SEVEN DAYST00EVELOPN EFFECTIVECOVER S. NOMORETHAN24- OFAM-FABRIC
UNSTABLESLOPES 15. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE RENEWED TO IDENITFY WHICH ONES CAN BE SEEDED S ALLOWED ABOVE GROUND.
2 DESIGN NDINSTALIATION BPECEICATMNS IN PREPARATION FOR THE WINTER TRANS. DISTURBED AREAS SHOULD BE SEEDED WNW A MEEK OF BEGINNING OF THE WET
2.1. PLAMOINEETIUnMSMCWMTLIINIMUMTHICNNESS OF O.W MILLMETERS. SEASON. AT FINAL SIMSTABILIZATION, ALL OWTURBEDAREAS NOT OTHE ISEVEMTATED OR STABILIZED SHALL BE SEEDED NO 6. VIBRATORY PLOW IS NOT ACCEPTABLE
l /
22. IF EROSION AT THE TOE OF A SLOPE IS LIXELY, AGRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLEDATTHE TOE MULCHED, BECAUSE OF HORIZONTAL COMPACTION. Ij
OF THE SLOPE W ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2. DESGNANDINSTALLATIONSPECIFCATXyNS
A MAINTENANCESTANUARCS 2.1. THE BESTTME TO SEED ISAPRIL I THROUGH JUNE W.AND SEPTEMBER I THROUGH OCTOBER 15, AREAS MAYBE SEEDED BETWEEN
3.1. TORNSHEETS MOST BE REPLACED AND OWN SEAMS REPAIRED. JULY I MDAUGUST3I. BUT IRRIGATION MAY BE REQUIRED W ORDER TO GROWADEQUAM COVER AREAS MAYALSO BE SEEDED
3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION. IT MOST BE COMPLETELY REMOVEOAND RETRACED. DUMNGTHENWERMOMHS BLRRMIGHTTAKESEVERALMONTHSTO MVELOPA MNSEGROUNDCOVER DUE TO COLD
3.3. WHENTHEPLASTICISNOLO MNEEDEO.ITSHALLBECWKETUYREW S. TEMPEMTIIRES. mERAn01: rA�seo.E
22. TOPREVEWSEEDMOM BEINGWASHED AWAY CONFIRMED THAT ALL REOUIREDSURFACE WATWCONTROLMEASURESMVE BEEN
it. T'aa'w
issEppAVt mer INSTALLED.
2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. O
rsEriwemsixa I stormier av-Ralx.+ DBFIH el 11 penvEL. 2A. IN GENERAL, 1P2028N -P -K FERTI MAW BE USED AT RATE OF SO POUNDS PER ACRE IT IS RECOMMENDED THAT AREA; BEING suLINOazAOE
SEEDED FOR FINAL IAND$CAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE ND OUANTIT/ OF FERTILIZER NE EDED. 1+a+nwlprvl \
DISTURBED AREAS WITHW 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER
25. THE FOLLOWING REOUIREMENTS APPLY FOR MULCHING
25.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3Hr1V
25.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED nom.nAL per. Felel ; /\ / \C ��^^
25.3. THE USE OF MULCH MAY BE REWIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE +
SLOW, THE SOBS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADGF , THERE IS A WATER BODY CLOSE TO THE DISTURBED
AREA, OR S IGNIFICNT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER.
25.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR MIULTM90UMY BY HYDROSEEDING.
216, HYDROSEEDING IS ALLOWED AS LONG AS TMCKIFIER IS INCLUDED. HYMOSEWING WITH WOOD FIBER MULCH IS ADEQUATE DURING
THE DRY SEASON. WDROSEEDNG WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON,
NOTEL THE APPLICATION RATE SHOULD HE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE
MAY BE CONS I RUCTEO BY EXCAVATION I WOOD FIBER BUT THIS CAN BE DETERMINED TO GERMINATION.
OR BY BUILDING A BERM 2.7. AREAS TO BE PERMANENTLY LNDSCAPEO SHALL USESOILAMENONWhITS GOOOOUALfT1 ' TOPSOL SMALL BE 11LLED ENTO THE TOP
SIX INCHES TO REDUCE THE NEED FOR FERTILDERAND IMPROVEDTHE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE
THE ADDITION OF 4 INGHESOFW'E.LL- ROTTEDC WTTO8ET1LLED INTOTHE SOILTO PROVIDEAGDODQVALDY TOPSOIL
SID. PLAN - 211.00
PUBLIC WORKS SEDIMENT TRAP ___ __- SID. PLAN - 219.30 STD. PLAN - 219.40 SID. PLAIT - 214.10
DEPARTMENT MARCH 2ooe �AA�,L�A fGOI'IC rco3KS PLASTIC COVERING ! PUBLIC ITORKS STRAW WATTLES PUBLIC WORKS
SILT FENCE INSTALLATION
P N-li DER;IR9'MCVT , DEPART ?dF.NT •� DEPAR'MF:NT BY SLICING
MARCH 2008 MARCH 2000 \. J MARCH 201h
CITY OF NTON
AnnmvPA hv' M� ii / 1 hilt• V lZ I / M ft 3
-- v""�L„ --rte (J
Approved by:
' _T -
Date:
Approved by:
Date:
171 'rte,
Date:
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SLOT EGET Z
SE
\ SUIT - E1
(e
"i
-
SECTION Seem hoseed acmmbg to the Standard Spetllbatlons)or BE WOUIEpTOTIE=TMAREAICTCH I' -/ /
`.� 0M.8ARHO0FFMTMGHT woa hash havklga+ IMhnum aroa of0125quaro lnGles per(ool shall Aams *n+Exr seciex, AOJYHTMENT SECTION L a/ - rsea+s.VCssACNO 4
T O.HOM6FM+i HEGNT be Mod wah We mMnumtequeel mear 0.n Bw ALTERNATIVE �,. SECTION
PRECAST BASE SECTION. Wire mesh shad net Lee placed In ME TOP
IO T-
RECTA1g11YRADJDSTMEM8EC110N Nnpckeuls._ 'MN
2. Thok edIAXdbmeWernakmtbe gmoterihon26-. Kno Wa ahal -DwM. ie onil J LY/ %ice r
have." AthIeness012 •minknumm2.5- madinum PrnvMenl5- Onlo. HOE c+
AWnum gap
IWeall with andthe 1pe � � G 3-Urv. r P ORIENTATION
r Weplpe 6 psmled, (19 WE 9 she xN WMtrorta, In aAAFJ m � �M FOR ACCESS AND STS
w#h StaMeN Sptlfiwtlon oa STS! -
�-
/I 3. Tice maMmum depth from me finished grado to Me bested pipe invent i n••FLAT SLAB TOP
anal be 5. \\ //
f� \!
p4P aE ( M MN l
:. YE 4. Tno tramp a+ld gmto meslmhtelamd wNl m. m+Me amAn I � I 3 f
V
{ i S. The Prewsl Base Sedbnmry taw. muntlatl lbor. and We w418 may
/ be 'op. at o rate of 1:24 or stew � n BARS 1Qe•BPALInp
per
♦Mors. �.' 6. Theopeningshalibe mEEIUNNal Ne lop of Me pretadbase MORM.
REDUCING SECTION i. Al PkhuP hobs shall be BroNO0 bl altar lM1e bazb has been pMCad. BASE SECTION SECTION
8. L
I _ DU1 a KXE
Standard SyecDCalbnn BLa I1 ✓y ` `
.`,
iRYP)
NOTES ECCENTRIC COME SECTION
48', SA'. or BO' FLAT SLAB TOP
1. THE COVER OR GRATING OF A CATCH SASIN$HALL NOT \\
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
\�j > ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH R IS TO BE PLACED HAS BEEN /G��'�
L ESTABLISHED, AND UNTIL PERMISSION THEREAFIER IS
GIVEN BY THE ENGINEER TO GROUT ORGMTNGW j\\
> T
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION ���,vY "Yi"�Y/ ? J // s,•
i / v 7A5.3. ? ,� �� BOLT•OOYM SLOT DETAIL
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRATE. yea vme+
1 ;I THE USE OF SHIMS IS PROHIBITED.
1 // 3 R MORTAR
NDBRICKS PRIOR BETWEEN PLACED
PAL CEMENI'USTMEM
is SIR \ . A NOTES
"/( 4. THE SFICIU3 IS TOCRERM A RU KING BON BRICKS \� \VA
�Y� ..P„G .!�� ARE STAGGERED TO CREATEA RUNNING BOND OR Ys Provide holdon Infra grate
e.L ratio of Aligned!
i "1 LLL BONG. 1. MINT .Ne Hales Enthetramp.Loratlm of bop -0own slots varies �l
emeng tlllerent mendadurers. .�OXE Fd BAR xooP R .� v4'oNwauemcP ��
ISOMETRIC n+ronew HOMSro+z.,
.Bend -� 2. Refarlo Standard SpedfiotiM905 .15(2)far atl6lbnal ne u"vements. RECTANGULAR AWUSTMEW SECTION CIRCULAR Aw ITIN IF rr CTION
FALNWAY - all Ne E I
a. Use only IX16aQ6 and YerBLdl C4rbS IOGdIbILS.
PRECAST EASE SECTION ALTERNATIVE PRECAST BASE SECTION
a in Undeas
ME haveiv ery. SpBelporhould Brains Anal he used withefocare Name 1.0im an1.1.....11 meters rebar,woe mesh having.
intlalmvd way,gUser Orshoultler. downigsi CM MI
ba 1ptabtl mi ^Im...... 10.12 square lndas pea bet may be used
within wasrpaM. Use varetl ntase mllad cuNa. la aOjusOnent sectlpns.
STD. FLAN - 200.10 - STD. PLAN - 202.00 i' STD. PLAN - 204.90
�J PCRI ?C WORKS CATCH BASIN TYPE 1L _ 4�e PUISiAC 1SORKA CATCH BASIN INSTALLATION _ _ _ ( PHHUC iTORKS RECTANGULAR BI- DIRECTIONAL _ �i �t PI. l?IdC II•o:2Ks MISCELLANEOUS DETAILS FOR P - �
DEPARTMENT DEPARTMENT IC y DEPARTMENT VANED GRATE \ / DNI1ARTME6'f DRAINAGE STRUCTURES
MARCH 2000 MARCH 2OD0 MARCH 2008 1 MAIIH 2008
I I
- :.
t - 1• °' ,` . y_rrvrts
VG
A�CEHTFa � BELT T
r1 r. '�� /; V I $Ne1,6NRY�
wx avE .. L \ umwwTrvE rEmaru ` \ - -
1 RaLSP Iw peBHIAO �w a l 1 w
�+ RROpE IIIIIII�v ti °��aUmmff�
t LFpmz rNa« rmVhFTF MoENVL.sn+ In \ tawX +I /. owwcs smectx
STro,em av
a r . VIII VIII �F' yL;W�p
�Pm FLTERFAewLFEHL1Np ��} \ ?y `• al! /\ �\ \ \ \ \
M _
tsaPnMENimpa.... / / -
J/
IF , � A. �,Mlo
rpErmmr nm PaoWOa ExEwrmssl Anen + ✓ __ - _ -_
wAVAO¢MVEL Ar TG.miiXrvreeO \ / \ \/ \/\ \\ T ATTACXMIHT.OBTAILBf
r
L � i+ ✓j�j /j /\�/\ \ 1 GATHER FABPJCAT POSTS.FNEEOED.
2 UTILIZE FVSREETIEB PER POST, PLL WITHIN
TOP 8' OF FgHRIG
CROSS SECTION
NITS
3, ES VERNEAOHT MINIMUM PART. G
NOTE& HOLES VERT1fALLYA MINIMUM CF 1' APART.
Lvir. 1. POSTSPACING:TW.%.OHOPEN 4. HANGEIANTIEONAPOSTHIWLEAND
RUNS 4 MAX. ON POOLING AREAS. TIGHTEN SECURELY. USE CABLE TIES
(W LBS) OF SOFT WIFE
2. POSTS FTH: MUCH BELOW
IpT� +++'sisAE
GROUND AS FABRIC ABOVE GROUND.
1. CONDITIMOFUSE 3. PONOING HEIGHT MAN. 24' ATTACH
}�}��N cvERnwlsPluwnve Mwwpix NOTES 1.1. SEEDINGSHALL BE USED THROUGH THE PROJECTON DISTIRBED AREAS THAT WIVE REACHED FINAL GRADE ORTHATWILLREMAIN FMRC TO UPSTREAM SIDE OF POST.
II kT, 1. CONDIITONOFUSE UNWORKEOFORMORETHANWMYS.
' y) 11 PLASTIC COVERING MAY BE USEDON DISTURBED AREAS THAT REOUIREDCOVER MEASURES FOR LESS THN30 DAM 1 12. VEGETATON-UNEO CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE LN.K3R 4. Mara ER EACH SIDE OF SILT of VTrely�
1.2 PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUTAND FILL SLOPESAND STOCKPILES. EARTHWORKAND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM) FENCS2TO4TIMESWITHDEVICE
t.3. OEARPLASTICSHEETWGMAYMUWDMERN YSHEEDEDAME TOMB nAGMENHWSEEFFECTNDEMMW GEGRAS$ 13. RETENTION/ DETENMNPONDSSHALLSESEEOEDASREQUIRED. EXERTINGELP.S.I.ORGRFATER
GROWTH, CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE OURINGTHE SUMMER NAOMI 1A. AT THE CITYot DISCRETION, SEEDING WITHOUT MULCH DURING THE DRYSEASON WALLOWED EVEN THOUGH IT WILL TAKE MORE.
1.4. THISMETHOD SHALLWTGE USED UPSLOW OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BYRUMIR SUCHAREASIKLUW IEEPANJ THAN SEVEN DAYST00EVELOPN EFFECTIVECOVER S. NOMORETHAN24- OFAM-FABRIC
UNSTABLESLOPES 15. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE RENEWED TO IDENITFY WHICH ONES CAN BE SEEDED S ALLOWED ABOVE GROUND.
2 DESIGN NDINSTALIATION BPECEICATMNS IN PREPARATION FOR THE WINTER TRANS. DISTURBED AREAS SHOULD BE SEEDED WNW A MEEK OF BEGINNING OF THE WET
2.1. PLAMOINEETIUnMSMCWMTLIINIMUMTHICNNESS OF O.W MILLMETERS. SEASON. AT FINAL SIMSTABILIZATION, ALL OWTURBEDAREAS NOT OTHE ISEVEMTATED OR STABILIZED SHALL BE SEEDED NO 6. VIBRATORY PLOW IS NOT ACCEPTABLE
l /
22. IF EROSION AT THE TOE OF A SLOPE IS LIXELY, AGRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLEDATTHE TOE MULCHED, BECAUSE OF HORIZONTAL COMPACTION. Ij
OF THE SLOPE W ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2. DESGNANDINSTALLATIONSPECIFCATXyNS
A MAINTENANCESTANUARCS 2.1. THE BESTTME TO SEED ISAPRIL I THROUGH JUNE W.AND SEPTEMBER I THROUGH OCTOBER 15, AREAS MAYBE SEEDED BETWEEN
3.1. TORNSHEETS MOST BE REPLACED AND OWN SEAMS REPAIRED. JULY I MDAUGUST3I. BUT IRRIGATION MAY BE REQUIRED W ORDER TO GROWADEQUAM COVER AREAS MAYALSO BE SEEDED
3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION. IT MOST BE COMPLETELY REMOVEOAND RETRACED. DUMNGTHENWERMOMHS BLRRMIGHTTAKESEVERALMONTHSTO MVELOPA MNSEGROUNDCOVER DUE TO COLD
3.3. WHENTHEPLASTICISNOLO MNEEDEO.ITSHALLBECWKETUYREW S. TEMPEMTIIRES. mERAn01: rA�seo.E
22. TOPREVEWSEEDMOM BEINGWASHED AWAY CONFIRMED THAT ALL REOUIREDSURFACE WATWCONTROLMEASURESMVE BEEN
it. T'aa'w
issEppAVt mer INSTALLED.
2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. O
rsEriwemsixa I stormier av-Ralx.+ DBFIH el 11 penvEL. 2A. IN GENERAL, 1P2028N -P -K FERTI MAW BE USED AT RATE OF SO POUNDS PER ACRE IT IS RECOMMENDED THAT AREA; BEING suLINOazAOE
SEEDED FOR FINAL IAND$CAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE ND OUANTIT/ OF FERTILIZER NE EDED. 1+a+nwlprvl \
DISTURBED AREAS WITHW 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER
25. THE FOLLOWING REOUIREMENTS APPLY FOR MULCHING
25.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3Hr1V
25.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED nom.nAL per. Felel ; /\ / \C ��^^
25.3. THE USE OF MULCH MAY BE REWIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE +
SLOW, THE SOBS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADGF , THERE IS A WATER BODY CLOSE TO THE DISTURBED
AREA, OR S IGNIFICNT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER.
25.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR MIULTM90UMY BY HYDROSEEDING.
216, HYDROSEEDING IS ALLOWED AS LONG AS TMCKIFIER IS INCLUDED. HYMOSEWING WITH WOOD FIBER MULCH IS ADEQUATE DURING
THE DRY SEASON. WDROSEEDNG WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON,
NOTEL THE APPLICATION RATE SHOULD HE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE
MAY BE CONS I RUCTEO BY EXCAVATION I WOOD FIBER BUT THIS CAN BE DETERMINED TO GERMINATION.
OR BY BUILDING A BERM 2.7. AREAS TO BE PERMANENTLY LNDSCAPEO SHALL USESOILAMENONWhITS GOOOOUALfT1 ' TOPSOL SMALL BE 11LLED ENTO THE TOP
SIX INCHES TO REDUCE THE NEED FOR FERTILDERAND IMPROVEDTHE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE
THE ADDITION OF 4 INGHESOFW'E.LL- ROTTEDC WTTO8ET1LLED INTOTHE SOILTO PROVIDEAGDODQVALDY TOPSOIL
SID. PLAN - 211.00
PUBLIC WORKS SEDIMENT TRAP ___ __- SID. PLAN - 219.30 STD. PLAN - 219.40 SID. PLAIT - 214.10
DEPARTMENT MARCH 2ooe �AA�,L�A fGOI'IC rco3KS PLASTIC COVERING ! PUBLIC ITORKS STRAW WATTLES PUBLIC WORKS
SILT FENCE INSTALLATION
P N-li DER;IR9'MCVT , DEPART ?dF.NT •� DEPAR'MF:NT BY SLICING
MARCH 2008 MARCH 2000 \. J MARCH 201h
CITY OF NTON
AnnmvPA hv' M� ii / 1 hilt• V lZ I / M ft 3
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Approved by:
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Date:
Approved by:
Date:
Approved by:
Date:
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84' or SS' FLAT SLAB TOP
•\
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PREFAeRICATEO tJIOa®1
i
,t
SECTION Seem hoseed acmmbg to the Standard Spetllbatlons)or BE WOUIEpTOTIE=TMAREAICTCH I' -/ /
`.� 0M.8ARHO0FFMTMGHT woa hash havklga+ IMhnum aroa of0125quaro lnGles per(ool shall Aams *n+Exr seciex, AOJYHTMENT SECTION L a/ - rsea+s.VCssACNO 4
T O.HOM6FM+i HEGNT be Mod wah We mMnumtequeel mear 0.n Bw ALTERNATIVE �,. SECTION
PRECAST BASE SECTION. Wire mesh shad net Lee placed In ME TOP
IO T-
RECTA1g11YRADJDSTMEM8EC110N Nnpckeuls._ 'MN
2. Thok edIAXdbmeWernakmtbe gmoterihon26-. Kno Wa ahal -DwM. ie onil J LY/ %ice r
have." AthIeness012 •minknumm2.5- madinum PrnvMenl5- Onlo. HOE c+
AWnum gap
IWeall with andthe 1pe � � G 3-Urv. r P ORIENTATION
r Weplpe 6 psmled, (19 WE 9 she xN WMtrorta, In aAAFJ m � �M FOR ACCESS AND STS
w#h StaMeN Sptlfiwtlon oa STS! -
�-
/I 3. Tice maMmum depth from me finished grado to Me bested pipe invent i n••FLAT SLAB TOP
anal be 5. \\ //
f� \!
p4P aE ( M MN l
:. YE 4. Tno tramp a+ld gmto meslmhtelamd wNl m. m+Me amAn I � I 3 f
V
{ i S. The Prewsl Base Sedbnmry taw. muntlatl lbor. and We w418 may
/ be 'op. at o rate of 1:24 or stew � n BARS 1Qe•BPALInp
per
♦Mors. �.' 6. Theopeningshalibe mEEIUNNal Ne lop of Me pretadbase MORM.
REDUCING SECTION i. Al PkhuP hobs shall be BroNO0 bl altar lM1e bazb has been pMCad. BASE SECTION SECTION
8. L
I _ DU1 a KXE
Standard SyecDCalbnn BLa I1 ✓y ` `
.`,
iRYP)
NOTES ECCENTRIC COME SECTION
48', SA'. or BO' FLAT SLAB TOP
1. THE COVER OR GRATING OF A CATCH SASIN$HALL NOT \\
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
\�j > ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH R IS TO BE PLACED HAS BEEN /G��'�
L ESTABLISHED, AND UNTIL PERMISSION THEREAFIER IS
GIVEN BY THE ENGINEER TO GROUT ORGMTNGW j\\
> T
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION ���,vY "Yi"�Y/ ? J // s,•
i / v 7A5.3. ? ,� �� BOLT•OOYM SLOT DETAIL
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRATE. yea vme+
1 ;I THE USE OF SHIMS IS PROHIBITED.
1 // 3 R MORTAR
NDBRICKS PRIOR BETWEEN PLACED
PAL CEMENI'USTMEM
is SIR \ . A NOTES
"/( 4. THE SFICIU3 IS TOCRERM A RU KING BON BRICKS \� \VA
�Y� ..P„G .!�� ARE STAGGERED TO CREATEA RUNNING BOND OR Ys Provide holdon Infra grate
e.L ratio of Aligned!
i "1 LLL BONG. 1. MINT .Ne Hales Enthetramp.Loratlm of bop -0own slots varies �l
emeng tlllerent mendadurers. .�OXE Fd BAR xooP R .� v4'oNwauemcP ��
ISOMETRIC n+ronew HOMSro+z.,
.Bend -� 2. Refarlo Standard SpedfiotiM905 .15(2)far atl6lbnal ne u"vements. RECTANGULAR AWUSTMEW SECTION CIRCULAR Aw ITIN IF rr CTION
FALNWAY - all Ne E I
a. Use only IX16aQ6 and YerBLdl C4rbS IOGdIbILS.
PRECAST EASE SECTION ALTERNATIVE PRECAST BASE SECTION
a in Undeas
ME haveiv ery. SpBelporhould Brains Anal he used withefocare Name 1.0im an1.1.....11 meters rebar,woe mesh having.
intlalmvd way,gUser Orshoultler. downigsi CM MI
ba 1ptabtl mi ^Im...... 10.12 square lndas pea bet may be used
within wasrpaM. Use varetl ntase mllad cuNa. la aOjusOnent sectlpns.
STD. FLAN - 200.10 - STD. PLAN - 202.00 i' STD. PLAN - 204.90
�J PCRI ?C WORKS CATCH BASIN TYPE 1L _ 4�e PUISiAC 1SORKA CATCH BASIN INSTALLATION _ _ _ ( PHHUC iTORKS RECTANGULAR BI- DIRECTIONAL _ �i �t PI. l?IdC II•o:2Ks MISCELLANEOUS DETAILS FOR P - �
DEPARTMENT DEPARTMENT IC y DEPARTMENT VANED GRATE \ / DNI1ARTME6'f DRAINAGE STRUCTURES
MARCH 2000 MARCH 2OD0 MARCH 2008 1 MAIIH 2008
I I
- :.
t - 1• °' ,` . y_rrvrts
VG
A�CEHTFa � BELT T
r1 r. '�� /; V I $Ne1,6NRY�
wx avE .. L \ umwwTrvE rEmaru ` \ - -
1 RaLSP Iw peBHIAO �w a l 1 w
�+ RROpE IIIIIII�v ti °��aUmmff�
t LFpmz rNa« rmVhFTF MoENVL.sn+ In \ tawX +I /. owwcs smectx
STro,em av
a r . VIII VIII �F' yL;W�p
�Pm FLTERFAewLFEHL1Np ��} \ ?y `• al! /\ �\ \ \ \ \
M _
tsaPnMENimpa.... / / -
J/
IF , � A. �,Mlo
rpErmmr nm PaoWOa ExEwrmssl Anen + ✓ __ - _ -_
wAVAO¢MVEL Ar TG.miiXrvreeO \ / \ \/ \/\ \\ T ATTACXMIHT.OBTAILBf
r
L � i+ ✓j�j /j /\�/\ \ 1 GATHER FABPJCAT POSTS.FNEEOED.
2 UTILIZE FVSREETIEB PER POST, PLL WITHIN
TOP 8' OF FgHRIG
CROSS SECTION
NITS
3, ES VERNEAOHT MINIMUM PART. G
NOTE& HOLES VERT1fALLYA MINIMUM CF 1' APART.
Lvir. 1. POSTSPACING:TW.%.OHOPEN 4. HANGEIANTIEONAPOSTHIWLEAND
RUNS 4 MAX. ON POOLING AREAS. TIGHTEN SECURELY. USE CABLE TIES
(W LBS) OF SOFT WIFE
2. POSTS FTH: MUCH BELOW
IpT� +++'sisAE
GROUND AS FABRIC ABOVE GROUND.
1. CONDITIMOFUSE 3. PONOING HEIGHT MAN. 24' ATTACH
}�}��N cvERnwlsPluwnve Mwwpix NOTES 1.1. SEEDINGSHALL BE USED THROUGH THE PROJECTON DISTIRBED AREAS THAT WIVE REACHED FINAL GRADE ORTHATWILLREMAIN FMRC TO UPSTREAM SIDE OF POST.
II kT, 1. CONDIITONOFUSE UNWORKEOFORMORETHANWMYS.
' y) 11 PLASTIC COVERING MAY BE USEDON DISTURBED AREAS THAT REOUIREDCOVER MEASURES FOR LESS THN30 DAM 1 12. VEGETATON-UNEO CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE LN.K3R 4. Mara ER EACH SIDE OF SILT of VTrely�
1.2 PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUTAND FILL SLOPESAND STOCKPILES. EARTHWORKAND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM) FENCS2TO4TIMESWITHDEVICE
t.3. OEARPLASTICSHEETWGMAYMUWDMERN YSHEEDEDAME TOMB nAGMENHWSEEFFECTNDEMMW GEGRAS$ 13. RETENTION/ DETENMNPONDSSHALLSESEEOEDASREQUIRED. EXERTINGELP.S.I.ORGRFATER
GROWTH, CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE OURINGTHE SUMMER NAOMI 1A. AT THE CITYot DISCRETION, SEEDING WITHOUT MULCH DURING THE DRYSEASON WALLOWED EVEN THOUGH IT WILL TAKE MORE.
1.4. THISMETHOD SHALLWTGE USED UPSLOW OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BYRUMIR SUCHAREASIKLUW IEEPANJ THAN SEVEN DAYST00EVELOPN EFFECTIVECOVER S. NOMORETHAN24- OFAM-FABRIC
UNSTABLESLOPES 15. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE RENEWED TO IDENITFY WHICH ONES CAN BE SEEDED S ALLOWED ABOVE GROUND.
2 DESIGN NDINSTALIATION BPECEICATMNS IN PREPARATION FOR THE WINTER TRANS. DISTURBED AREAS SHOULD BE SEEDED WNW A MEEK OF BEGINNING OF THE WET
2.1. PLAMOINEETIUnMSMCWMTLIINIMUMTHICNNESS OF O.W MILLMETERS. SEASON. AT FINAL SIMSTABILIZATION, ALL OWTURBEDAREAS NOT OTHE ISEVEMTATED OR STABILIZED SHALL BE SEEDED NO 6. VIBRATORY PLOW IS NOT ACCEPTABLE
l /
22. IF EROSION AT THE TOE OF A SLOPE IS LIXELY, AGRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLEDATTHE TOE MULCHED, BECAUSE OF HORIZONTAL COMPACTION. Ij
OF THE SLOPE W ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2. DESGNANDINSTALLATIONSPECIFCATXyNS
A MAINTENANCESTANUARCS 2.1. THE BESTTME TO SEED ISAPRIL I THROUGH JUNE W.AND SEPTEMBER I THROUGH OCTOBER 15, AREAS MAYBE SEEDED BETWEEN
3.1. TORNSHEETS MOST BE REPLACED AND OWN SEAMS REPAIRED. JULY I MDAUGUST3I. BUT IRRIGATION MAY BE REQUIRED W ORDER TO GROWADEQUAM COVER AREAS MAYALSO BE SEEDED
3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION. IT MOST BE COMPLETELY REMOVEOAND RETRACED. DUMNGTHENWERMOMHS BLRRMIGHTTAKESEVERALMONTHSTO MVELOPA MNSEGROUNDCOVER DUE TO COLD
3.3. WHENTHEPLASTICISNOLO MNEEDEO.ITSHALLBECWKETUYREW S. TEMPEMTIIRES. mERAn01: rA�seo.E
22. TOPREVEWSEEDMOM BEINGWASHED AWAY CONFIRMED THAT ALL REOUIREDSURFACE WATWCONTROLMEASURESMVE BEEN
it. T'aa'w
issEppAVt mer INSTALLED.
2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. O
rsEriwemsixa I stormier av-Ralx.+ DBFIH el 11 penvEL. 2A. IN GENERAL, 1P2028N -P -K FERTI MAW BE USED AT RATE OF SO POUNDS PER ACRE IT IS RECOMMENDED THAT AREA; BEING suLINOazAOE
SEEDED FOR FINAL IAND$CAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE ND OUANTIT/ OF FERTILIZER NE EDED. 1+a+nwlprvl \
DISTURBED AREAS WITHW 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO- PHOSPHORUS FERTILIZER
25. THE FOLLOWING REOUIREMENTS APPLY FOR MULCHING
25.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3Hr1V
25.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED nom.nAL per. Felel ; /\ / \C ��^^
25.3. THE USE OF MULCH MAY BE REWIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE +
SLOW, THE SOBS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADGF , THERE IS A WATER BODY CLOSE TO THE DISTURBED
AREA, OR S IGNIFICNT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER.
25.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR MIULTM90UMY BY HYDROSEEDING.
216, HYDROSEEDING IS ALLOWED AS LONG AS TMCKIFIER IS INCLUDED. HYMOSEWING WITH WOOD FIBER MULCH IS ADEQUATE DURING
THE DRY SEASON. WDROSEEDNG WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON,
NOTEL THE APPLICATION RATE SHOULD HE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE
MAY BE CONS I RUCTEO BY EXCAVATION I WOOD FIBER BUT THIS CAN BE DETERMINED TO GERMINATION.
OR BY BUILDING A BERM 2.7. AREAS TO BE PERMANENTLY LNDSCAPEO SHALL USESOILAMENONWhITS GOOOOUALfT1 ' TOPSOL SMALL BE 11LLED ENTO THE TOP
SIX INCHES TO REDUCE THE NEED FOR FERTILDERAND IMPROVEDTHE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE
THE ADDITION OF 4 INGHESOFW'E.LL- ROTTEDC WTTO8ET1LLED INTOTHE SOILTO PROVIDEAGDODQVALDY TOPSOIL
SID. PLAN - 211.00
PUBLIC WORKS SEDIMENT TRAP ___ __- SID. PLAN - 219.30 STD. PLAN - 219.40 SID. PLAIT - 214.10
DEPARTMENT MARCH 2ooe �AA�,L�A fGOI'IC rco3KS PLASTIC COVERING ! PUBLIC ITORKS STRAW WATTLES PUBLIC WORKS
SILT FENCE INSTALLATION
P N-li DER;IR9'MCVT , DEPART ?dF.NT •� DEPAR'MF:NT BY SLICING
MARCH 2008 MARCH 2000 \. J MARCH 201h
CITY OF NTON
AnnmvPA hv' M� ii / 1 hilt• V lZ I / M ft 3
-- v""�L„ --rte (J
Approved by:
' _T -
Date:
Approved by:
Date:
Approved by:
Date:
68709
PREFERRED 1. AM �. -z0F wa wIIIw6 N6� CITY OF DDC�WITT 4 LOT SHORT PLAT
ddc� ®RS A 210 DDUVALL AVE
ID
CML ENGINEERING- PROJECTMGT -ADV. NRAUDCS DIET ADC fAYW RENTON DDG3AWIING CODE
8957 DISTRICT UNE RD PH (360) 661 -6656 1
I DE IONi�
BURUNG7DN, WA 98233 Rg�� Planning /Building /Public Works Dept
NO. REVISION BY DATE APPR RS SURFACE WATER STANDARD DD ETAIILS
STL
C
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