HomeMy WebLinkAbout056 - SD-4 - STANDARD DETAILS 3"(TVP.)TVPE B ASPHALT PAVEMENT TOP LIFT 2"(TVP.)TVPE B ASPHALT PAVEMENT TOP LIFT NOTE:
3"(TVP.)TVPEBASPHALTPAVEMENTBOTTOMLIFT 2"(TVP.)TVPEBASPHALTPAVEMENTBOTTOMLIFT SPILLWAY USEROCKBAGSTOCHANNELIZE
EXISTING STREET SURFACE EXISTING STREET SURFACE RUNOFF TO BASIN AS REQUIRED.
ROCK BAGS MUST BE
VERTICAL TRENCH WALLS WITH VERTICAL TRENCH WALLS WITH PLACED SUCH THAT SEE NOTES
�12"MIN. SHORINGTOCONFORMTHEO.S.HA. ��2��MIN. SHORINGTOCONFORMTHEO.S.H.A. NOGAPSAREEVIDENT \
REGULATIONS REGULATIONS �
SUBGRADEORGROUNDSURFACE SUBGRADEORGROUNDSURFACE
1" V-400
"= = = = _ = -_� "=1I1=1I1= - = I L=1I RocK encs oR coNriNuous
��� GALVS PIPING 'I�� TAP WITH DOUBLE I I IIIIIIIIIIiii- - -IIIIIIIII _ii � GEOSVNTHETICFABRICBERM WATERSUPPLVTOWASH
STRAP SADDLE - - oFEQuivn�ENrHEicHr �wnEE�snsNECEssnRv
5F O� �I
I SLOPING,BENCHING OR SLOPING,BENCHING OR / I ,�� �
INSTALL DETECTABLE SUPPORT SVSTEMS IN THIS INSTALL DETECTABLE SUPPORT SVSTEMS IN THIS �/�
WARNINGTAPEIB"MIN, AREATOCONFORMTOO.S.H.A. WARNINGTAPEIB"MIN, AREATOCONFORMTOO.S.H.A. �--�� � ��
24"MAX.DEPTH REGULATIONS 24"MAX.DEPTH REGULATIONS /5�
TRACKOUT
'-'�TCONTROL MAT(TVP)
FLOWABLE FILL REQUIRED IN ALL FLOWABLE FILL RE�UIRED IN ALL /
TRENCHES WITHIN EXISTING ROADWAV. TRENCHES WITHIN EXISTING ROADWAV. �
FLOWABLE RLL SHALL MEET MPW55 - I FLOWABLE RLL SHALL MEET MPWSS - 1
1" TAP secnoN ozzzs secnoN ozzzs -
CEMENT LINED STEEL PIPE.
FORCEMAINONLV-INSTALLI2AWG I FORCEMAINONLV-INSTALLI2AWG II
CAST IRON & DUCTILE IRON PIPE TRACERWIRE SECl1REEVERV5'TOMAIN III TRACERWIRE SECl1REEVERVS'TOMAIN III
SELECT TVPE 1 BE��ING � _ SELECT TVPE 1 BE��ING
PLACE�IN 6"MAX.LAVERS AND II I I I NND COMONA 222D AS SP CIFIED pLACED IN fiPMAX.LAVERS AND a„ ., � II - AND COMPACTEO AS S�LAVERS
I MATERIAL PLACED IN 6
- - PECIFIED
TVPE 1 PIPE BE�DING I I I- I I II I IN SECTION 02221
COMPACTEDTHOROUGHLV IIIIIIIIIII, COMPACTEOTHOROUGHLV I IIIIIIIIII�I, *
�/q�� �-3�� - - -III- - - -III- SF—
- - F
sF
M�N.,aEN�Hw�o,x-35 - M�N..aEN�Hw�o,H-�S - /
s
a �„ , w�o,Ho.o_oFP�PEP��sz� I-11F-� , w�o,Ho.o.oFP�PEP��sz� 1=11� se �si�lFeNceRvP�
�4 GALVS. /q TAP, DOUBLE TypE 2 PIPE BEDDING WHERE REpUIRED - _ m - I I I-m= TVPE 2 PIPE BEDDING WHERE REpUIRED - = ir� �i�ii mI I I-I I I= SF/
STRAP SADDLE FOFSOFTANDUNSTABLEFOUNDATION �II�����T�IIr FORSOFTANDUNSTABLEFOUN�ATION �ii��II�II�IIT�I�� �SF SF��
*MO�IFIED T-CONFIGURATION SHOWN
ALTERNATIVE LAYOUTS MAY BE REQUIRED
Pusuc Rono oR orHeR gASED ON SITE CONDITIONS OR
_ _ NOTEs: NOTEs: srne�esuRFnce MANUFACTURERRECOMMENDATIONS
1. THE SECTION ABOVE HAS BEEN ADAPTE�FROM COB STANDARD DETAIL 02221-1A. 1. THE SECTION ABOVE HAS BEEN A�APTED FROM COB STANDAR�DETAIL 02221-1A.
2. FLOWABLEFILLSHALLBEUSEDASSHOWNFORALLUTILITVTRENCHESCUTINTOEXISTING 2. FLOWABLEFILLSHALLBEUSEDASSHOWNFORALLUTILITVTRENCHESCUTINTOEXISTING
COLLECTOR AND ARTERIAL STREETS. COLLECTOR AND ARTERIAL STREETS.
3. WHERETRENCHPASSESTHROUGHEXISTINGPAVEMENTTHEPAVEMENTSHALLBECUTALONGA 3. WHERETRENCHPASSESTHROUGHE%ISTINGPAVEMENTTHEPAVEMENTSHALLBECUTALONGA NOTES:
NEAT VEftTICAL LINE A MINIIMUM OF 12"FROM THE EDGE OF THE TRENCH OPENING.WHERE NEAT NEAT VERTICAL LINE A MINIIMUM OF 12"FROM THE E�GE OF THE TRENCH OPENING.WHERE NEAT
3 4�� TAP LINEISLE55THAN3'FROMEDGEOFEXISTINGPAVEMENTORCURBANDGUTTERSECTION,REMOVE LINEISLE55THAN3'FROMEDGEOFEXISTINGPAVEMENTORCURBANDGUTTERSECTION,REMOVE 1. EACHSITEMUSTBEEVALUATEDTODETERMINETHEPROPERLAVOUT,WIDTH,ANDDURATIONOF
AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. AND REPLACE ENTIRE PAVEMENT SECTION BETVJEEN TRENCH AND EDGE OF PAVEMENT. THE INSTALLED TRACKOUT CONTROL SVSTEM(TCS)BASED ON SITE CONDITIONS,ENTRV AND EXIT
CEMENT LINED STEEL PIPE. 4. WHEREINTER-OUCTISINSTALLE�INSEPARATETRENCHUSESTANDAR�TRENCHDETAILWITH42' 4. WHEREINTER-DUCTISINSTALLEDINSEPARATETRENCHUSESTANDARDTRENCH�ETAILWITH42' LOCATION(S),TRAFFICLEVELS,SITESOILCONDITIONS,ANDABILITVTOMAINTAINTHETCS
CAST IRON & DUCTILE IRON PIPE �EPTHOFBURV �EPTHOFBURV 2. TCSSHALL6EINSTALLED,UTILIZED,ANpMAINTAINE�INACCORDANCEWITHMANUFACTURER
5. SEE CONTRACT SPECIAL PROVISIONS FOR ANV MO�IFICATIONS TO STANDARD TRENCH MATERIALS 5. SEE CONTRACT SPECIAL PROVISIONS FOR ANV MO�IFICATIONS TO STANDAR�TRENCH MATERIALS RECOMMENDATIONS.
AND/OR OTHER TRENCH OESIGN FEATURES. AND/OR OTHER TRENCH DESIGN FEATURES. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTRACKING OR FLOWING
6. EXCAVATIONSSHALLCONFORMTOO.S.H.A.CONSTRUCTIONSTANOARDS. 6. EXCAVATIONSSHALLCONFORMTOO.S.H.A.CONSTRUCTIONSTANOARDS. OFSEDIMENTONTOPUBLICRIGHTS-OF-WAV.THISMAVREpUIRESUPPLEMENTALTOPDRESSING,
REPAIR,AND/OR CLEANOUT OF ANV MEASURES USED TO TRAP SEDIMENT.
4. WHEN NECESSARV,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-0FWAV.
5. TCS MATS SHOULD BE CLEANED ONCE TWO-AND-A-HALF INCHES(2.5")OF SEDIMENT HAS BUILT UP
ON THE LANE OF TRAVEL.
PRESSURE CONNECTION INSTALLATION DETAILS 0 6 CAl1TIONISTOBEUSE�WHENCROSSINGMATSWITHMETALTRACKE�EpUIPMENTEpUIPMENT
�34�O WITH AGGRESSIVE METAL TRACKS SHOULD NOT CROSS MATS.
SCALE: NONE 1. DO NOT USE MATS FOR BRIDGING.
�1 COTTONWOOD ROAD ASPHALT PAVEMENT PATCH �� LAUREL PARKWAY ASPHALT PAVEMENT PATCH �� TRACKOUT CONTROL MAT
SCALE�.NTS SCALE:NTS SCALE:NTS
NATIVE MATERIAL STRAW BALE
STAPLES (OPTIONAL)
(2 PER BALE)
10 MIL PLASTIC BALE
LINING STRING
W OOD OR
METALSTAKES
(2 PER BALE)
SECTION GC a�i,
NOT TO SCALE
yl_I� LAG SCREWS 6"BLACK LETTERS
4816 WITH WASHERS
m a.az^oin laroray
.. �- ... 3.26' o STEEL WIRE .
��. -- - - � CONCRETE aa•.za^a�vw000
4815 "� ORAINAGEAREA WASHOUT PAINTEDWHITE
I -__
' -- --. /� � x x x x x x x x STAPLE DETAIL � �
� � NOT TO SCALE
4$15 - � � � 10'(MAX)5'MAX IF SLICING 4 z4 z8
� . \ I� METHO�USED FORINSTALLATION 2x2CONSTRUCTION GRA�E x x �
m WOOD POST
4814.- � �\\ LUMBER,FOURFEET(4')LONG STRAWBALE
(TVP)
\ \
c� 4813 ' ......., � _ � � x x �
i �\
�
0 4812 � � � i '
� � � � m
\ � � �� FASTENWITHTHREEC3)60kDIAGONAL o I I I I
a 4811 ... � ` \ �i �
. � \ li CABLETIESWITHINTOPEIGHTINCHES
o �,�� \� � I I (8"J OF FABRIG
�¢ BILT FENGE \ '� i / CONTOUR I I I I
� x K
i �
F ----- - ., � '�� I NOSLOPE WRqpGEOTEXTILE a mE000TAKEs
— � �
]] � �\
Fi 4810 -- /� � � ��� ITI -_ _- �� �AROUND STAKES � x �ZPER BA�� x
PReveNr F�ow nRouNo BEFORE DRIVING
y � eNos av aRiNciNc uPs�oPe I I I I I I I I I I ��� CONCRETE WASHOUT SIGN
;
� � six wcH�s°) ' � � MAY BE SUBSTITUTED WITH
O ENDS POSITIONED 11PHILL \ I _� MIN TRENGH �/ \ ' x APPROVED EQUAL
� FOLLOW LEVEL CONTOUR WITHSET 10'(MIN)AWAY FROM I I I - yyOVEN FABRIC(MIRAFI 100X� �
J
Q � OREOUAL)OVERWIREMESH � � -
Q STEEP SLOPE OR TOE OF FILL � (B CA,6x6 MESH) ��_ 1 �'��I �
x 10MIL x
, PLASTIC LINING
� `__--___--___-_� x x NOTES:
PLAN VIEW ELEVATION VIEW 1. THE ACTUAL LAVOUT OF THE CONCRETE WASHOUT FACILITV SHALL BE DETERMINED IN THE FIEL�.
� X % % X X X Z. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTV FEET(30')OF THE TEMPORARV
Q CONCRETE WASHOl1T FACILITV.
g 3. MATERIALS USEo TO CONSTRUCT TEMPORARV CONCRETE WASHOUT FACILITIES SHALL BE
REMOVED FROM THE PROJECT SITE AND�ISPOSED OF OR RECVCLED.
O 4. HOLES,DEPRESSIONS,OR OTHER GROUND DISTURBANCE CAUSED BV THE REMOVAL OF THE
Q TEMPORARV CONCRETE WASHOl1T FACILITIES SHALL BE BACKFILLED,REPAIRED,AND STABILIZE�
% X TO PREVENT EROSION.
CONCRETE WASHOUT TYPE C
U
� �1 SILT FENCE �1 CONCRETE WASHOUT
� SCALE:NTS SCALE'.NTS
° AGENCY REVIEW (REVISION 2)
JUNE 2025
J REVISIONS
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