HomeMy WebLinkAbout174604 NOTE, os s6a ss a_sis.I I ,§
Approximately 700 Exidting Pavement Markers MARKER SUMMARY SUMMARY OF SIGNS
are to be removed and disposed. TYPE- QUANTITY SIGN CODE INSTALLATION
M,V / Dimensions ofthestructural section are subject to tolerances REMM S
F-2 I I N0. NO. (WOOD POST)
4011
, / I specified in the Standard Specifications. A•:TING OISfRIr DIRECTOR Tr..WSPORTAHON
I -:Fog-.Sec!Coat shola__be or!1ied.to.all new TOTAL II I GS 1-12'x4"x4" New Sign Panel REGISTERED CIVIL P41NEER ND. 9521
X I Type B Asphalt Concreto not covered by OGAC. -Remove-'8-Sataoga-
No AsphaltConcreteshall be placed on 3 W5(Rt) Remove&Salvage
/ Cucamonga Wash Bridge No. 54-2. _^ —4--62B-
5
20
5 G8 1-12 x x4" New Sign Panel
Qo \a ® x 6 G8 1-
to x4'a4" New Sign Panel DAIEAPPROVFD F�rS79rk 28r 1977
7 .R2(50) UseExlst- Post New-Sign Panel
S. �2
8 R2(50) Use Exist. Post New Sign Panel
N
• Remove&Salvage Existing R2(50)
i
a EXCAVATION DISPOSAL AREA m Lt Sto 42- to Sto 54 >\ �\ G gM - Too of Mi ox °R I° ; m 3
o
uO Extend 181' &24" CSP i — > 1 s,
%5~ 4 ` Trees a oa rl Grade to tlrain
Trees 8� 1�` `��'
X
BEGIN WORK CL IMP&Approx Lx Dbl Yellow Line.
Sta 41+06.67 PM 4.6
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W N o G IOI� a Q O Ji
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x i a I" LOCATION OF WORK
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'aw WI R/W- 0 4 i ! I NL ' UPLAND .,.
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--/' ROADWAY I ANTITIES � gam,oeNo ooc.
Excavation=324 CY I 5aTt LN 8
o drl = Embankment=120 CY �' ® lLdjgOE o
$ �I END WORK G
o m o
ao. I v w LEGEND ,Exist. Curb at - Sto 69+50.41 PM 5.1 SCALE IN MILES LOCATION MAP
X u �l ? % Var Locations
W+I I ---Exist. EO / 1 sy h
o Ao -Prof EO I v 1 - S7 TE OF CALIFORNIA
In ,z ^Exist. Curbgf � R< Limits of OGAC n = �y A
�_ f+- USINESS AND TRENSPORTA710N AGENCY
- rn
—Vo r
INDEX OFSHEETS Limits of Survey DEPARTMENT OF TRANSPORTATION
' -
a Widening @ imp
61 36' &Var +1 PROJECT PLANS FOR CONSTRUCTION ON
Sheet No. I Title a,Plan x _ I STATE HIGHWAY
" 2-3 Special Details Iv 04 OG AC-t` _ COUNTY
" 4-5 Pavement Marker Details
D25 'S, ;Exist 5 ��--'—
mIN SAN BERNARDINO Y
APPLICABLE STANDARD PLANS °a Type B AC 1
csP —2' 13' 2BV°40 Yar OVWAY NEAR UPLAND FROM BAKER
A62-G7 D97-A.1 S41-3 <;o•' 0 K•H-aICOtA4tHl
A74-A.6 S42-15 CHIKKE0 BY
CLASS C CONCRETE BACKFILL TYPICAL SECTION DATE__(�r• AVENUE TO VINEYARD AVE14UE u�
\,
X ' No Sea ie No Scale
Note: Cut damaged-pipe i "'..m to be supplemented by Standard Plans doted/January,191715
back to good section 08- 174604 �l
i 08204 174601 �� ��•�,
AS BUILT PLANS
Contract No
µ Date CompletedZL�'_- 7 I HEREBY CERTIFY= _ -
Document Waco Iv`1Y 9 UNDEH&W DIRECTIONN CONTRDL OV S DATE IINI TH-S.SA TRUE ,SACRAN'EMO.CALIFORNIA TG COPY OF THE ABOVE PURSUANT TO
`�. AUTrORIZA110N BY{I THE DIRCCTJn OF TRANsp ra..TION
SCALE 1_50' micporILA'-STATE Or.,ALIFORNIA-OCP.'1nTMCNT OF TRAASFOR mA -IA'cPont.1 SCALE I SO SCALE 1'-20lAICRarILIA-STATE OF CALIFORNIA-OEFL-FA NT 0,
600 50 "R.V;SRORIAT'CN-,.tICPOFILIA f<
200 400 �,,,, Tn0 0 100 50 200
0.42' To occompony plons doled Febt uary 28.1977
lil� NQS , I —a{ �- _ (OSTRKT NTY UfE P4s1 A41H-To"o1 ProRcl " t
yIt A-, r'K°"'9 30%3/B Dia.holes(4Regd.) i(L 6°MinTea ss as/5.l 2 T s�
Lock qq�4� r 4 8 �y 2.1 or Flatter FIII Slope
Ribs _ \ 5/ r�\ 2 ; ✓ 30� ~`oRe/I a Dowrdrain flume 0.06411 thick CHIEF OFFICE OF PLANNING AND DESIGN
7/1 a'. I I 3/8 x3/g Square �ti h REGISTERED CtVll ENGINEER N0.8872
REN' 11/12/75 corrugated metal 10'sections
hole(4 Req'd.) APPROVED November I2, 1975
/ 16 END VIEW `
5/32R D Omit Anchor Assembly 1
° o I 'Flange where fill height<
a� SIT 7"-a (L,
4811 2 g 3 Slotted holes for l X11 Collar of 211pipe1 Weld ,;,3►� ,
TSg 5/32 R —i< 2 5 " 3 R Max M
le 2 U_ „ x gals.bolt, Clip MIL 3/ x2'1/
COUPLING CAP SECTION A-A (Q" s " �fe Drill T- 2 a
LL + D I/2'x II/2 bol E--%11 ` 9aly.
5/6 Dia.carriage bolts II/2' long 14 Go.commercial _ - o n SECTION A-A 3/41 2 min.
hole
/� and wing nuts.Nuts and bolts quality steel Weld t` R _ CIL o
M
are galvanized.-(4 Req d.)
PipDO
e It "' ~ N Flume I 2
4� �'- 0.109"thick poly. > p $-� o
3/4 Dia. hole bulkhead ` W, • o Anchor I%2 pipe stake 6'long
~ �N SECTION B-B A - ~ A each side of flume.
Y=Diameter Y a B �••)
riserless'i4' 14 Sp.min \ ANCHOR ASSEMBLY t ,—Flatten or point
pipe Sow cut I I ume Section
1h
3/i6 t^side pipe '� L e ANCHOR D E TA 1 L
COUPLING BAND 1 Use IO'Iengttl afgutter flare on
COUPLING ASSEMBLY P�1`\1`2 WELDED STEEL COVER both sides in sag location
PLAN
of tabs �--�– TAPERED INLET AND FLUME DOWNDRAIN 5osna�2der o,— 42
3 3/168 � I 5• �Y �4 Cover Cover
I•B �g I/2 Galvanized Bolt and Nut _
0.
R
-7/"(Ref)(Ret) C I �= with Flat and l.ockwashers ,
ti. Ing � 12" �
2 •R 1[32 R Bond Couplers Bond cv 8r. �
5 _ Couplers �
END VIEW 2'-li I, SECTION A-A I
(12'to20'Lengths�x �I�1 45•� 1 ' 2co
\In2'Increments [ VVV "' �— 3Flattened d d
I _�A 500'Mox. Tee Corrugations d aA 0.42'
SECTION B-B _ - r ,< "' t_0.42'
TERMINAL RISER VERTICAL RISER m 109'mick _ q I o = \
--_- — alv.ta r ao tlt N
CI Z 2�
Perforated metal pipe risers and perforated metol pipe CIL
CI I
underdroin shown.Use type of pipe specified. Ill 0�- oCIL
( (� `1- SECTION 13-8
5 ~ NOTE Cross-section of slope ditch.
Cover 145',,, u- c v g maybe semicircular vee or
Ig trope:.oldal.Min.top width=255•wyi 4' 0' �� +o�0 1 Min depth=8Bond Coupler -6-a \ 3 R t►CBond Couplr 0.(0911 thick A \ A9TAB DETAIL CPIPE ASSEMBLY galy.Bulkhead t I -,-� 12 1
SEMICIRCULAR PIPE UNDERDRAIN 450 RISER Weld
ih J 21 R t►C �'
UNDERDRAIN RISERS 0.064"thick
Top of Dike
NOTES: �, I/2 Flange
� galy. PLAN SECTION C-C
I. Tolerance on all dimensions is! %32except as shown. °/sia4 5�3"Galt'.M.B. i, B u ` L .r
2.Corrugated lips at ends of underdrain may fall up, 2'Mi^•
1n /' • I"slotted I �- ASPHALT CONCRETE OVERSIDE DRAINS
down or at any intermediate position. 45.4 Qi 8 It —+ ar'
holes. Ho car><+"na an+ To be used an fill slopes flatter than 2: I Use min.
3.Corrugated top section shall be attached to bottom -
section by tabbing as shown. TAPERED INLET 10' length of gutter on both sides in asag loco?i�in.
4. One-piece coupling assembly with centering rib NOTE:
on coupling cap may be used in lieu of two-piece a This plan sheet supersedes plan sheet D87-B.4 page 65 of the Standard
coupling assembly shown. , Plans Dated January,1975.
SPECIAL DETAILS
45•or9o•wye ' OVERSIDE DRAINS
ar45•� AS BUILT p
UNDERDRAIN LOCATION AND ConfroCt No LAiVS AND UNDERDRAINS
RISERS>ANGLED TO CUT SLOPE Dote Completed �
Document No - 7 S D 87-B 5
REDRAWN 5/1/74 /l/l2/75-REMOV.cASTST.COVER,REV.D/M-8REMOV.WCRDrDR/LLAfromWELD.ST-cQVER 08204 - 174601 E� -
e
1 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATr COPY OF THE ABOVE DOCVI.IENT TAKEN
UNDER MY DIREC TION AND CONTROL ON THM DATE IN SACRAMENTO.CALIFORNIA PU'YSUANT TO
AV•HORIZATION BY THC DIRECTOR OF TRANSPORTATION.
SCALE �•-40 IAIfPOFILIA-STATE OF CALIFORNIA-CEPARTMENTI,TRANSFORTLTON-MICFCFILIA SCALE C-50• r SCALE I•=20� MICROFIL"-VAIE OF C.UFORF41A-DEPARTMENT OF TR.,Q3RTAHCN-'.ICROFILIA SCOTL I=20 ,
lea 200 J0 .JCC
Q 100 2`i0 300 . 400 500 600 sn 700 o 20 Jo 40 50 m 70 80 40 I o 20 ao o ,� W o eD so I o zo w :0 1 bD 70 w ?i
Construct P.C.C. To accompany plans dored FebruQry 28.1977
Cutoff Wall - Dia or rr SnzrT ror P.,,Ma.-To,ol Pm)c.11
Span ill COrIneClOr Section available for all Ob SBd 66 4.6/5.1 3 5
m� m sizes.This is the only connection available
1 for 64 x43 thru 8`3 x57 pipe-arch.
X X SCS' ,F• tea,—pp��$$.��
4 1 1 I ROEOSTE�REO��L EANNEER ANO�pe726N
a w I -'i B —� nrraovFo November 18,1975
-----_ --- , `--�-�=-- 1 Reinforced / I ` L
mT— Edge I
(See Note 2) i NOTES
0D —j q I.--yy .j A 1. All 3pc bodies to have 0.109"thick sides and 0.138"thick center
PLAN END VIEW PLAN panels Width of center panels to be greater than 20%of the
Tongue and on inlet section. e,C dimension shall be as desired by manufacturer Threaded pipe periphery. Multiple panel bodies to have lap seams which
Groove,and on outlet section. and will be paid for at the price paid for concrete pipe. Rod - Rad Holder are to be tightly joint by 3/$ 'galvanized rivets or bolts.
G D MINIMUM DIMENSIONS , 1 2. Reinforced edges to be supplemented with galvanized stiffener
angles for the 60 thru 84 round,77%52.and 83"x 57
S/fie PIPE=A 8 CF D E tope CONNECTIONS VIiITH ase \ I Pipe arch sizes. The angles will be 2"x2"x V4"for the 60°thru
a I2'' 4" 2" 2'-0 2'-0" ANNULAR CORRUGATIONS 1 TL'round,77%52 and 83 x57 _pipe arch sizes and
24"
3„ „ „ ,_ ,- „ , Skirt , '' H 2%2`x2%2`x%4' for 78"and 84"round. The angles to be ui.lz-ted
18 9 21b" 23. 30IT
„ „ o - - - - -� byVe"°galvanized nuts and bolts.
30 Ii _T_3�'t 4-6 5-0 �_?___ Tos Plate--�I 811 3• Angle reinforcement will be placed under the center panel
" ``�
min.----4
, n " „
>1-3 4 5-3 6-0 � seams on the 77'x52 and 83 x57 pipe-arch sizes.
' �� I �� 1 �� �� I Tce Plate shall be secure)
Limit of payment for pipe,structure 42 I-9 4-/ 5- 6= _ y
excavation and stricture backfill 8" 48 2-0 5 6-0 7-0 nj r 1 attached to the skirt(See Note 4) 4. Galvanized toe plate to be available as an accessory
Structure excavation and structure 5411 „ 5W '� I- 11 ELEVATION when specif led.
backfill included in price paid for ALTERNATIVE CONNECTIONS 5 End of pipe to be finished with annular corrugations to conform
flared and section. ,stub-Connector to g- Finished Earth Slope as Required to flared end section so that no leakage results from the
SECTION X-X Minimum I Lo
be helical orannular as required L connection. Other designs may be used with approval of 0
PRECAST CONCRETE FLARED END SECTION TYPE A ' (See Note 7) the Engineer. (p
(See Note 6) \eklo 6. Contractor has the option of using either Type A or B 'p
��� Precast Concrete Flared End Section . 0)
Construct P.C.C. poo'
Cutoff Wall Skirt 7. For 12"thru 24"helical end section connection,a dimpled
J Limit of payment for pipe,structure Co excavation and structure backfill.
coupling band attached to the metal end section by galvanized
m
rivets,bolts or one inch long shop tack welds spaced at some
Y }__-_____-- Y Structure exavation and Toe Plate if required intervals as dimples may be used.See Standard Plan D97A.
I v , structure backfill included in bs ecial provisions.
P
4) d I _ I t 1 price paid for flared end section y
o I , B t 1 (See Note 4)
TYPICAL CROSS-SECTION Co
M PIPE-ARCHES
CIRCULAR PIPES Q
PIPE DIMENSIONS;INCHES INCHES DIMENSIONS-INCHES
PLAN END VIEW DIA. ` A, „ ' u=
I`: ! Rise It Max I* I%1 211
Tongue end on inlet section. C dimension shall be as desired by manufacter , „ 11
and will be paid for at the price paid for concrete pipe. 1 2i I5 7 10 6 23 36
Groove end on outlet section. 15 0.064 7- 6 26 24'18� .064 8 12 6 28 42
18 0.06 8,. 10 6'` 31 36 28` 20 :064 9 14 6 32 48
C11E D MINIMUM DIMENSIONS 1"' ' "'I 35' 24 .079 10 16 6 39 60
.••..•.••:•.:.::.••.• S/ope A B C D E Slope 24!'o.064' 10 13 ;.6 41 >48� LL 42 129 0 12 18 8 46 75 NOIPETE:
IA. 1 1 { ' >33 102 A3 :21 9 53 85
al 12 4" 13� I'-10" 2'-0' !4 19 9 6Q 72 57 38`0.102` i8` 26 12 63 90 This plan sheet supersedes plan sheet D94-5 page 72
181 9° 2" 2'-1." 3-0° ! ` ' 64 43 0.102 18 30 12 70 102 0, the Standard Plans dated Janucry,l975.
24' 9V2'_1%&j S-6" 4'-0'•' _ 71 ,.47 O'.'f&' (8 33 12. 77 114
30 I'-O" .311 4'-5 6-0" 0 54 0.109 18 30 12 84 102 Z7 52 0.10 " 18 36 12 77 126
TV
36�' I'-3" 3s/e' 5'-2" 61-0" 60�0.109° 18 3 -12 87 114 83 57 0102 18 39 12 77 !38 V r L T
it Limit of payment for pipe,structure It - _ 66', :109 -19. 8 36'. ''-.12, 87 i20ca 'n , --
excavation and structure backfill 8 E48"
2=0 4%a' 6'-07-0° N 72"0.109' 16 39 12 7 SW.132 Structure'excavation`and structure54° 2'-3" 4 5/811 S'-6° 6'-!0° 7 0.109 18 4c 12 87 backfill included in price.paid for . ° 1 (m ;;-„6'p SPECIAL DETAILS
flared end section. SECTION Y-Y aua L;,97e
PRECAST CONCRETE FLARED END SECTION TYPE B FLARED END SECTIONS NFO ° IMP. CULVERTS — - -- FLARED END SECTIONS
(See Note'6)
7/31/74 REDRAWN 1///8/75-AGO.NOTE 7 SD 94-5
08204 —174601
AS BUILT PLANS
y/7( ,�Q- 17 N 6 a N 1 NERCPY CERTCTI TNAN CO IS AN04CCURATE COPY JF THE ABOVE_k U'n EN TAKE
Contract NO. UVDCRftt OIR[CTIUN hD CONTROL O\'en'O C VNSA�.IA,fEN[O CAUFOTINIAPURSUANT 70
AUTHDRIZATIONOY THC 0 RECTOROF TRANSPORTAT04.
leted
7
Date Comp - '
Document NoB-a �1"-7-•
(f� SCn+ i'.50' MIMFILM-STATE OF CAurocc"A-:1AA!Z NK41'OF""5COR14nr-MICPOFILIA SCALE 1”50 SCALE 1—26 f ICROF+Ird-ST-:E or CWropeu OCPAP EIJ s: u nl�- -:9ZPJr+U7
200 30n 500 600 50
I 40U 600 0 w:C 2C F
� i00 N