SW3230601_Plansheet - 7 D5 Misc. Detail_20230626

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CONTINUOUS LINES 10'-30'fSP SKIP LINE 2'-6'fSP MINI-SKIP LINE � +am GENEfIAL fdOTEB: � � I 5-31- _%
11 U5 1--r // THIS PRECAST BOX MAY BE USED FAA THE FOLLOWIM6 BTANCAROS. - ,j�,'
NOTE: N11LF$S 07HF.rYN3EE0 SHCAN USE 90'+SF P:QPB FOR S1L€ba QTHEFNITyFo SH9164, ME?'-6+gP i11R:-$N:Pg FOR �� �-1 � f.'r �� � �
SNIP LANE LTPZF,.NiD SKIP CENTEII i.mm. LANE LINE E%TERSIDNE TW41.13H INTERBECTiONS, EMBE LINE I,,,,I` �. `r "'.jF : ❑ 84O.G4, 840.05, $4O.14. B40.15, 84D.91, 8 D.N, N'144.34, , (� ��,b/ �,.�� O \
f_%"MA ON9 7NAOIA9H 101"ME!CTIOI19 ANb+A111I-5N1Hs R- - {+7 O � ^.E.' 8�q,8b 840,39 AND 940-41. F- I, . .�
1. SECTION SHOWN FOR GEOTECHNICAL EpC'E LINE U9E0 FGR 6ICCLE LAVE LLYES. 1 C? r..L a t" MPN. TRSTALL ATd6 PAY FOR PRECAST DRAINAGF- STRl1CYZJRES IN AICWR12ANCE r-1 co �j ------""" �.�
t0' 3 LL_JAM-i :_ CLR_{TYPE �1 w / q o
REPORT. FINAL DESIGN TO BE PROVIDED "+�" _ Ns SECTION VIEWS wlrH INCWT STANDARD SPECIFICATION SECTION 8j;0. 0M3a- // �/� Q� `%��
YFL LOW DR MITF � C17 � 1" YIN. • USE LOGO P81 1EINIMUf CDMP#tES9PVE &TRENGTH CONCFRETE. pC� D LE ��
ONCE FINAL CBR'S ARE AVAILABLE ON o a„rs„ 2' s' LIJd<LL 2 1�T7 GLR.iTN'P� OPTIONAL JOINT DETAILS U&E ASTM ?.G15 13WE $0 REINFgRCIRG STEEL- USE A&TM A105 � ��s �//1111111111
6" COMPACTED CRUSHED ABC STONE BASE STANDARD ASPHALT COMPACTED SUB-BASE SECTION TO BE { r ca o[� Y 4x4 ? r+�LOE4 WIRE FAeRrc IrLBPf. d H
CONFIRMED WITH GEOTECHNICAL ENGINEER YELLOW R]R W1iMTE , FI Tf6 p A tP" LIMIT MMI.MUM DEPTH TO TOP OF 80TTOM BLAB T13 1$'-q". _ W
8" COMPACTED CRUSHED ABC STONE BASE HEAVY DUTY ASPHALT LANE LINE � 0 4"+B �_ �w �•-• r YINF (LAP
AND MODIFIED AS NEEDED PRIOR TO STONE T _} YCLLUN C R tr1ITE F-L,0 J Cr r" 1111E 6* ot1. pENTFJifi {MDRTZ. PLACE LIFT HOLES CR PIN IN ACCORDANCE WITH 08" STANDARD ¢LL _J
PLACEMENT. ' $., o o 0 CC �z TD FABRIC} 11 PERT.a 1S2&.7G4, o��cr
WHITC m F.4�- (�E KITH " ORIENT STWCTU'AES 8O Tl{AT CORNEAS WILL HOT 6E CUT OR NWIFIfO r� •>
2" ASPHALT COURSE OF S9.5C MIX TYPE FOR STANDARD ASPHALT 2. SILL ASPHALT FINISH COURSE NOTED WITH 3'-3'18P MINI-SKIP LINE '-9'fSF' MINI-SKIP LINE �� k 4' x4' NL LAI1dIeR LNNLE4$ ALLDRLE3} En DETAIL IN PIJIfU$. CL
w t3 DRAIMAQE 3TUCTLRES PRECAST ALL ELEMENTS TO WET A5TM CD1a. , w n
ADEQUATE THICKNESS PER GEOTECHNICAL w
3" ASPHALT COURSE OF S9.5C MIX TYP FOR HEAVY DUTY ASPHALT Q ° Q TYPSLAL - 'L' BARS WITR FRAME AND GgAYIE HEIGHT MAY K ADJVSTEC WITR CONCRETE 4
RECOMMENDATION. CENTt=FC LINE IwLEsa will!
war
E Ev USE as- 4ojilwawr7. FDR U'INI-S OTnL LAKE
LI EE AND LLIF , - EriF 9:Y:-HYiF¢FOR OR BRICK IN ACCORDANCE WITH ETAND MD 040,25.
HEAVY DUTY ASPHALT RATED TO 75,000 LB. MIN.
rBE R11tE EOfE LINE EnrENSIOkS Al HOUIaeBDurs. xrwr-slop uYE LrNEa AND LIKE ExrENE:urls rHRDUEH TAPERS. t.,R LEGS PROVIDE PRECAST STRUCTURES OVER 4'•0" IN DEPTH TIITII 0 O
YELLON 4„rs„ PLAN VIEW OF BASE UNIT STEPs 12" ON CEHrER3 I1 ACCORDANCE WITH STD. 110. 8aD.99. Z
3' 8' 6" 'L' OR 'w' 6" ' WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR A€BAR IF Z O �
GORE LINE �+-�S�{ MIN. tIMIN, THE SME MIN, AREA OF STEEL IS PMIQVIDED. Z 0
] I SEAL JOINT$PITH AN APPR4VEU SEALANT [$EEE SECTION 9A0 OF NCDDT 0 (1
6-12" 4"f9" STANDARD 4P€GIF10ATIdNt$. a 0 O
WHITE 0 t3"i12" WHITE 7 _ R4 RNARS I3 �1_
• LIWI NMIUIJM STgIGNAE 912E IN$IOE CLEAN DIMENSIONS !- W CO
:0Tti NA TREEIARS P 6" CENTERS T4 B'•O" X G'•D" � #/rM LO
U- -q r- EA CENTERS EACH WAY z k THE OUTSIDE OPIE DIAMETER PLUS 2" IS THE MIHIM.JM STRUCTURE (i Q DIAGONAL LINE L, Q r CENT WAY BI2E 'OR THIS DPENINO RfgUINED FQA pRJLrE ANti FRAYS rAtIOH£VEII (
tR" 0 POPH Qq HP514ER Cr7 F� P" LDCATEEP TN JU V
C r LU � � CENTER THPR1a YYF�I AL_PREOA�T � � �
YFL I.gM14' }R H}i7TF g" LE33 THIJJ A5 MPH p-1 L 1"1 RDIJND 4D-34LE A M BE LE I IN LIEU OF BdIiARE Pi1DYIDE6 2 EkTRh , , !Y O
`-xlU HCO OF SILL RZ$ER SECTION #5'S ARE PLACED 4N EVERY SIDE NOT AWACENT TO A WALL. SEE ST#. _j U) 0
I••i LL MIMIC:. I74D- * Ffl1R IyyNIiOLE 31NSTAR LATT17Y, S -a J
CROSSWALK LIFE � � � C 9 � � � EI} z150
� � � PRE<CAST RISER PLAN +� I�l _
8" TRANSVERSE � � � (,, O �
-I 24" LONGITLIE7INAL d z I] 2 #S EARS EFULAGfl SIDE z it I r + Q Uco
WH:TE p H E/) Q OF OPENING FULL BRAN 3 g L < I;I Z
wv� 7" WIN, CLEAR WIN. NIk#- O
��N 'L' E1R 'w' � 2 wAL Lu 2 � I••I U
i 11 11 I I - Lu m
MIN. JIC
11 I RxR LINE 1 r w m I STEPS z P. In U-1
I14 REB11R5 = ltr g J U. Z
m at B" CENTERS 4xA WexA L'- h'• 0 0 wCOMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 3b I r; WA'F iL"P ;� P' ,` �P` ' ' UI+>;:iE < {I! a I 6" ONTO +�+ '. ,' 4 { wAND WITH A MIN. OF 98% COMPACTION PER TYPICAL STANDARDS :v, ° -I.- . ;a• � oSTOP OR TRANSVERSE BAR ----- - - 2 p3 BAn& # fI 0(IENERAL NOTE$; sAIS RERA{;LEAR (fiE1= NtlTES) CEFfTER3 •q;• .`� •q` � Z
t- USE 9" LANE. EDGE. AND CENTER LINES ORN ALL FALL CONTROL 4F ACCESS FAGILMES AND OTHER "TES • vZ
ASPHALT PAVEMENT DETAIL 24" AS DIRECTED BY THE ENGINEER. LOCATE OPI NitNG TYPICAL SECTION r ' v+R z
AB REOVIRED g
NOT TO SCALE NHTTE 2- LANE LINES INDICATED AS "W3DE` ON THE ROADWAY StANOMI) DRANIN&S SHALL WE AT LEAST tv=t THE WIDTH (SEE NOTEB} TOP SLAB z Q
4F THE NORMAL LINE. 9H>:CT 1 Dz 1 0" 'L' Bu TYPI� __SELCT 0 1 �' • - S4s�r-r 1 DI- 1 0
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL iPN€. SHEET 1 OF 2 840.45 MINA PLAN TOP SLAB MIN' OF BASE CHIT Z METR C VIEW 840.46 g o N
1205.01 W o
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STRAIGHT ARROW RIGHT OR LEFT COMBINATION STRAIGHT AND COMBINATION LEFT AND z � U
N ARROW LEFT OR RIGHT TURN ARROW RIGHT TURN ARROW O + p g N J
NOTE: 2D M 2 -03/$ 4'-OA' �"UD
2V" SAME DIMENSIONS APPLY AS FOR << F
6' a" THE LEFT?RMHT TURN ARROW ��� - rr Ir ,r ,r rr r1 ,r d��
1. SECTION SHOWN FOR GEOTECHNICAL u.. [� C 3r � 1 8 3 0%" -Z _
4" COMPACTED CRUSHED ABC STONE BASE HEAVY DUTY CONCRETE REPORT. FINAL DESIGN TO BE PROVIDED 3�" ti I� I r 1 y,1, LL� W
ONCE FINAL CBR'S ARE AVAILABLE ON e . 0 O�_ n- �
�z _ oor„x
COMPACTED SUB-BASE SECTION TO BE _ N II Lu<<o Cc d z w
CONFIRMED WITH GEOTECHNICAL ENGINEER ed za z ¢ , , _ y u p=
AND MODIFIED AS NEEDED PRIOR TO STONE m `' �' z go N COMBLNATIOM1i LENT AIiD STRAIGHT F LG J f
11
6" 4,000 PSI CONCRETE w/ 6 GAUGE 6" x 6" W.W.M. PLACEMENT. 14„ AND RIGHT TURN ARROW fr 0" C
AND 1/2" DEEP CONTROL JOINTS PER PLAN R ry � ~'� <
(HEAVY DUTY CONCRETE RATED TO 75,000 LB. MIN.) 14. ' R-aD" •>
'a _ m Lu O N E--•rr
¢„ ry R ''R SOME DIMENSIONS APPLY AS 1 C 1 w
32" .:7y 4" FOR THE COMEINATION STRAIGHT t�
AND LEFT+RIOHT TUnN ARROB
I �rl Y�
d .. e d a 'd 1P' I L 32'• L7777 O
. ,d ° ea d .a< R-4c �F��++--12'� 12" 1
d e
° •. ae PLAN
4. d d GRATE ELEVATION Y-Y PLAN°e MERGE ARROW ELONGATED STRAIGHT ARR0V1' WRONG IMAM RAMP ARROW
.° ' e ee. 'a a e .a as
.ea. ee e.d. a d' d°
de ee SEE
Q.. iS',6• 29• Y�•,Q„ �O 2g" 2 $" Irrf•
LL 2l$ 2 '1
iti r.1YSTALraEu s'a" i}i i7 2Lg" NOTE' 21 g" O N
PAVEMENT MARKER 7yp C'� L 2r1' LL N J
x SEE ITC_ DWG.A840.25
NCHORAGE.
�y$, �� z J
2. FOP FRAME ANCHORAGE. 1L O
N M� OF RRMf' © � 7r1e�'r"!N 175�f7 I }Ij
t4" J I *1r ,r rr TI 1 0 J \ N
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IILE'�
I I I i I I I I I I i1 - - 4. 4 �.. TYP. �_S 1l 1 1 1r IO+
- = < Lu
1r_1 rr 1 jB" 1' tTriGll Q M
1a.to-L1" Lu U3 ^� rrr < fr \
COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) �°"# iA-j E SECTION 7{-l[ ��., ° co I RAMP ARRnll # m GRATE ELEVATION }[-X 1r _ Lu r I;; LO
AND WITH A MIN. OF 98% COMPACTION PER TYPICAL STANDARDS �I--�- A. ExI naMr, C) 1 co 0 Z
12' Q w O
GENERAL NOTES: . � 4rF N 7 u7- u O
4- USE THE DOLOR WHETE FM ALL PAVEMENT MARISIr4 ,SYMBgL5. N N if � � Q < = W �
HEAVY DUTY CONCRETE PAVEMENT DETAIL 2- D6 NDT LOCATE PAvEMENT MARKIhu1 SYMBOLS AS t6 ENGNOAC+I iNrO iNTERSECTItlN AREAS. 1 r_111' N 21�II � � S I_�O ++ J 21/4" � 1L 0 U �
3- 00 NOT PLACE SYMBOLS ACROSS THANSYERSE EXPANSION JOINTS Ort PMTLAND CEMENT !y
(RAISED SIDEWALK CROSSING & D U M P ST E R PAD) CDNCRETE PAVEMENTS, UNLESS APPROVED BY THE E!W NEER.
4- CONrORY ALL SYMBOLS TO THE FHWA "STANDAIIO HEGHMAI.Y 9I6NS" WMNVAL WHICH INOLUDE9 ATp9%1ITARAMP 2'_0 +r r-Crr
NOT TO SCALE PAWKIMIT YARJ;JNGS AND STANDARD ALPHAaM OtEF5fl TO SHEM 9 THRJ Byy. PTNETNSTONS + FOR O/g DIA. BOLT
CM VARY AMC NG MANUFACTURERS, THEREFORE SLIGaHT VARIANCES ARE AOCEPME. NOTE: ; 8 /+ /� LL
HOWEVER. ALL SYMBOLS ARE REDIIIRED TO, BE APPROVED BY THE DEPARTMENT. I- WHEN INSTALLING COLD APPLIEtl PLASTIC OM CDNCAETE, It ES {RECOMMENDED SHEET 1 OF 9 �1'Y*�� ��UTIV� �-y
TO USE CDLU APPLTZD PLASTIC WITH A 9LAGI4 CQNTRASTIN6 BOLDER, 120S.08 FRAME ELEVATION X-X FRAME ELEVATION Y-Y RAM 1 AA
SHEET 1 OF ty
840.29
U
CROSSWALK PLACEMENT GUIDANCE rime a r1.Ir,ER �
- z
s1DEwAL� sTDrBAR NOTES:
a'NIK_ Q 1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
H d t7 OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL I 1 1
O O rE S MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED \W\
! F< o IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE IU /
{If d Er H PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". /� z
V A 4' CLEAR SPACE, SEE YME C F Lu UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED V\ W
O a C j TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN Q
DETAIL 'A'- DUAL CURS RAMPS z PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
!4 urn€R:a gTHExrI$€ @PEGfP3FPl H _
HI-VISLBILITY CRDSSAALK YAAKINGS w 8 THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
9B;PULO BE L*ED AT YID-BLOPK LHEISS!WS, W
DET0.FU '�' cuRa&tllIT7E•R �T�BAt' C OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
•f♦ a' xlrl.
rfl f i'iIIN., SEE N9TE 5 a1�Y0�K 2, ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%. CD
- t' ^ • 6' YIN, TO STOP BAR 3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
a'KIN. 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. I I I I
1{ 4' CLEAR SPADE, �YY�..� /I[
- SEE. NOTE a 5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL. v
it -
CEIAIL �B � a;=E ntllE r 0
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T NTN. H P�9 N//
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f r I•i y r/'� LL W
4 DETAIL 'B'- SINGLE DLACnONAL CURS RAMP Q SC La \�t�gts V J
1 < 0 ��� J
HI•YISIBILI7Y CPDSSWALK, SEE DETAIL'C' cc LY
74"Old%. plarR 24_ YIN. OAP � i []
gTAWN. P¢"uE*rALM- O" NFM. NHTTE a' MIN. INIIDTH Z I OUTSIDE DIAMETER Z
1PAMMNSE LIRIES Wr TH a YIN. Q O
Sep HETl'EE31 17P LINES qC
IL W
DETAIL 'C'- HI-VISIBILITY C}t05SWALK Lu U I„I„I \/
Q � _ VARIES C�
r-NERAL N7TE8: IL (15" MIN) Lu Q 7 T
�- UBE THE DETAILB ABOVE AND THE FO&LMFA NOTE@ FOR GUIDANCE IN PLAGTHG CADY.5VMK YA91LIN9S. 5- SEr @ACTS QTSTANCE FPD4 TNBIDE CRWS6PL1: WAKING TO NFFAFST FPGE OF TWIVFC SS R'IrCII. a z U
REFER ro WWT KVDM V 9rINLUAo❑UO2W.S, AITM AMO ACID 9TA}4LUA68 FOR A01TIOFIAL GuLIY.ANCS. 24" 24"
B- BEYOND TIE BDTTIIY MME BREAK, A CLEAP,9PACF'OF 4' ,L 4' YIN. SHALL BE PFDVIOED DL7H1N U
2• PiE LOCATI04 AND TYPE OF CROSSN.ALK YAAKIHGS SHOM ON THE ABOVE DETAILS ARE FOR FIERFIEMCE ONLY. THE YAAKINGS. PIPE SHALL BE PLACED U-i � z
LOr-ATE CRD63KdLK YASNIIVSS A9 gwwki ON THE WIOJECT oEYAIL ENELTa OR AS DIRECTED 9Y THE EKWNEE9.
THE CR05h7"-K NAMKI60 TYPE, 37ANDAAD'DR HI-YI516TLLTY, SHALL RIE INSTALLEP'AS 6PECIFTEO ON THE 7- j!CWLF PTAMNAL GUBN NAM"WFTH RAR€P M*5 BHALI HAW A BE4MFNT OF CURD 2 MIN. LONG ON SUITABLE MATERIAL O
MOJECT DETAIL SETS 9N AS 9LRECTED YY THE ENGINEEN. LGGTED DN EACH&IDE OF THE CUM PAW ARID WITH14 TIC YMRN'ED CROSSING, SEE PFFTAIL W. 0 Q
a- THE s7A71DAPD CRa5umALK LS TY16 mm B" MIN. TMHgVEP*E LME5 WITH A E' MIN. GAP BETWEEN THE B- CAPE NAYP9 SHALL BE GONSTRNCTFQ IN AsMDANGE TA THE LATE9F NPQOT RQWOM 57MIDARP PRAWINC.9. IL V/1
LINED. THE S. $ELBILLiY LRtl. kl;K La YHI7E 24" xRY. VIBE LtlNClt7ltllAhAL LIYE6 Y'I7H rE YIN. 6.r,pS CGI41 �IPS 1HRDLIGM YEEtUWPEETA ISLANDS,rAM StWLEONT Hr7H Al TRA CRUANDARDOSSNAL"ON D DE.gEtl RrW SItl1AT FOR. TRENCH DETAIL FOR STORM DRAINS FW0 A LSNSF L B IIETARL V. A!,,,D T9TLCrY rJIDSU.M.K,9 9HWLQ BE A MINHRIW qF 9 ■TPE. OETA BF f1 -k BPI 6x @FECIAL 9Eihr LS. OONFsai THE ppN7AACT aiANp4R9S AND DF.vELCPILENT DNTT FOR NOT TO SCALE
GLM79 RAMpKSILILL BE MNOLLY DpNihRNED WITDLN THE MAAKTN6S, EXGll1D1NB AN* PLAA[S. OEiArI.Z 9x 4 SPECIAL DESI611. SHEET 1 OF t
4• 5T0P RIAMS SHOWED BE PLACED A A' MIN. IN ADVANCE 4F NEAnEST WC3N'ALH LrNE., 11205.07
DRAWING
NUMBER: