HomeMy WebLinkAbout192 W.O. No. 1401339
IMPROVEMENT PLANS
HERMOSA AVENUE
ASSESSMENT OISTR ICT P- 45-4
a\
�wca� c<O Submitted for Approval by
Go
_,e KING, SCI-101_L A KING r
v C,o�tSl1LTINC3 ENGINEERS
'r Xr McSHTct_ca�a Cn � t=_
�b oc R.le*_. 12140 10A,z
O� CHECKED DAJE
<'•ac APP QV D B (- 7-it-GG
,C h SAN -ERN[\FtO�Np CnUNTY ENGINEER DATE yrJ/ 1IIpl(,(,
��C ob RECOMM
P, NO BY c
l- e/ cL c� ?-11-C
n 4Z7 �QIC�� ASSISTA ROAo COMM1SS1gNrcR GATE
S H E E T N C) . I OF 5 g l-1 E E T S
V Uco X
31
0
+ Oho xo
°'� e` 04- r I i Cx JK� vv
c' ev
L10
C +0',d 3 r d i? G � `�� �oc>cr :=•: :... r..r _
X�8 0 C L t d' U I C T S41,
gt
C7 D cd a �� C / vtlet WL O O
Ci I ' U I O V ` 0-4• ,'(2 Co D N•�G' GEMERAL NOTES-.
Q - t� N CACI P �' ; 510 13 C,N. £ f N i_ Bench Mork: U.S.G.S. K 5` 14'.53 Brass Cop at 9oukhwes}
I I 0 91 L i}h
W CgrneC of Wil-bQn and I•la.rmosa Ave. Eke - 1-151.354
I ' S' v� / Con-Struct Pavement ttxr Typical Sectic)n Sheet 2 nstruct PC.C. Curb At Gu}tar Spike- in power Pole. 1�-1031 E IS feet right of W
S}a}iqn 12}2q Elav• - 1014'.!.5(0 '^
Steel G" I.D. Water Line N.I.C. _ N ':)pikeV'
45 fe-et rig! %} of atican 34 r00.gE1dev.2v00�8calyP}u-s tree
'o -- --
d Z. All intecferin u4 ilities will be removed b the_ utili} O
V/
H E R M O S A t _- NSta. 13+70-- N L y
Existin Povement t '_" I am 14 61ind Flange N.I.C. 15 16 Z� 17 A`Vs . °' 18 (� companies prioc to cUnstruct;on _ y v
9 } -- _ - - t - - A -6. Any ob�truc}tor\-. within the. exon-Dt-ruc}ign area and Vd be. LO
in - X-1�AAy Center Section 23 Norfh C relocated will be. moveci by the proparty owner--, pr'Ic�r tc)
— --- ---- - �� IN Fd, I" LP L.S. 2386 N J Con•Stcuc}ion unle-s•s p}herwiSQ Indicated 4n khe�G lan-S or 0
ExiS}ir\cr Curb Gutter r t bs sp If�cc►tlo s. Any obstructions remc�lrincl }ime-
_ _;-- -- _ -- - - - - - ----- — - of CUn9�ruG� lOf1 �holl be- removed os Por} c clearin and
> _ _ o drubbing. Only }hose i}em} intQrferin9 with Con-Strl)C-iCJn shcltl
I ul t be. removed; all Uthe.rs -Shall rernair�_
LU J I a w CcNnstruct P.C.C. Curb A Gutter 4. All pipalinee oc substructures of any kin4 nat Shgwn on thea
n plonIs within the. limit-S of thus QaSes�.es�n} district or in
all
r.� U ad jacen� ore-a-5- whe.ce improvement work is to be done s1hall be
L G rn O removed cSe eelocote� ass required at no cc�s� to the cc" CAc}cin.
J I (L `<, Qac oG �!°� 4 3 I : I 4 L. � a a 5. Awater main is to be inSt•alled in Hermosa A\Ienue by others durinq
4F . O PL a, H O P ,`� V I 1 -1 4- N 0. O }he --erm of Phis c -,n}root. Reference is made tc) fhe. Special
C.
xC, F • \o I Uti I �... �..� # Prc�viSigns cl re ordin9 s matte
-r-
0 mattr_
O •� t.. Q}
•..• • .• s• :... a
.e F Q�r' 0 ,c0 D � �• �- �� fl r I.
c �+ � G. N.I.C.- Not In Contract. These items are to be installed by
0 1.
�o � � � �� C � water contractor and are not o part of this contract.
< J N u� ,Cc < ,� U ' in U 0 y
vJ �` `>c O ` Q +t B C 0
Go c �' aF G�:�' oa°rG0 �' W to 0 a�u
C9< C U d! d
vtv Io4 I
20' PLAN S C AL E
�+ 0
10 11 12 13 3 14 1 18
E
Top of Wast Curb `?��
PROFILE SCALE
1-}4F2. I" = 4U' AtortR Lina Sact•lon 'LD
ol° VER. l = 8` PRd�+teo Pwo7�CT
0. 4/o r.,i.
f` y
a HILLSIbE
� N v � r wLsonl
1940 w _ - z _ 1980 W _
- 0
Exi-5}inq Ground a>r We-5� � � �
_ Q Exi�tincj Ground O� Wei? C�-- Nt6MLAN0 AVE.
0 �
3�•Jo Iq ST. A.T. 3.F ct"r.
r_, c
i +
IR Ir ; a
N + Ir .l ♦ = S.P..
.3 Q r
} d U
1940 - -
ALTA LOMp,
._ � � � 1980
,� I
Tap of Eag}Curb 0
o n
o vsa s na ,r a l R Z
j f 9rovnd Q
0 Id Z
V
r Exi-.i'in9 �vemen� �L�olo > Fz If
Cv > i Q F i
L \
j \ FOOTWILL �LvO-
�c>� d EAi-si•r%ck Ground ok a
r
S£CT101�1 CUCAMONGA
- - TYPt CAL
Q /� /� Aa C41A�JNi.!~. TRA.NS1TIoN
1 E FC_D_ Q E - L.OGATION MAP
( /4L!
EageMe-n i7V
1
If Double ` 3
U Box Culver}
Exi-s�in9 Ground n+ Evs} Oe i- EKisA-in9 Ground nk tnft� 412 WExf
i-s}inch Channel
+ 0 l� 1
to = ♦+ �- oo
Channe 1 30
P t �� 3 C> y6 j CHANNEL EXCAVATION 0 CJ
T d 200 C.Y. (ESTIMATED N
� Channel CHANNEL. PROFILE
�- 0
EXC. (C.Y)' 3/2 /60 263 255 34/ , NERMOSA AVENUE AS5E5SMEWT DISTRICT P -(-,5-4
SHEET I O� 5
SUB. cc Y) 51 75 • 22 00 iv Dwc, No. 112. IA
W.O. IVo. H01339
IMPROVEMENT PLANS
HERMOSA AVENUE
ASSESSMENT DISTRICT P— &5-4,
e� Submitted for Approval by
33' 33' KING, SCHOL.L #, KING
CUN�LILTING E."C.+w1¢=v2S
MoI.+TCL o.�cr CALIt
o .z / 6S
3 s' lo' 12• 12' lo' 4' w
L-. Da., 9—r K1`L'1g0
�,� �j ^; APPRt�E BY CNECKEO DATE
K 11 1AI 1` �
p' 0' �. — 1.5 l or Plotter SANSPk,d BERNAROIA,U Caun,TY ENGINEER DATE Ilo(66
� IL.vG{ Linc
-- -- Ira•t'S1opG RrcooAmewoc F3Y
7-11-fore
ASSISTL+,wtT ah/lMIS51o1.1ER DATE
1.5 t or. f Iatte-r - a`
�e SHEET NO. 2. OF 5 SHEETS
R-v
COnStruct P.C.C. &" Curb
Construct VIV A.C. Povemen+ 16" Gutter
Con-mtruet P.C.C. 8 Curb on 4" clogs 3 A99�e9Q�- 8os
0, IC" Gutter (s�� Sp�ci lca��ons)
TYPICAL SECTION _ .• i :.. •. ..... ,..• "�Angle
9^ O NE.RMOS A AVENUE : 3 •
In-st-all IS lin.ft. of 24"C.M.P (149o)
4tA
Yp 4 0 Upstream Flaw line = 198G.p f�#I�o1 980Co E ¢ O -
0^'• 3 Dawnstreom Flaw line= Ia180.0 3 1LI �` x N 3 In-stoll so lin.ft. of %4 C.M.P t%kcp)
Conztruct Gravity Headwoll each end O ova a Upstream Flowline = 2022.2 C `
? 7 + Y y + Down=stream Flnwlinn 2Q1T.1.
�s Grade to drain at tnlct and outlet '�,
Construct Grovlty Heodwoll each end
LLA
Construct• P.C.C. Curb u+-ter Con tuc.♦ Povement per ,4pic01 Sectican N Grade to drain of Inlet and out let c9
_ Steel G" I.D. Woter Line N.I.C. ^ Steel 8' I.D. Water Line N.I.C. _ 4. O
0
19 3� 20 HERMUSA 2�2 23 _ 24 - 25 26 AVE . 27 a 28P LC)
c N /Vote M '0 J 0
,�^
-c N 6. N 3�. N tR c �•d. i0 3 4/
-- - — — - - - - - - - ----- — — — _ s 3
N
- — -- -- - -
� d
f V
I Sta. 25 +70 ro" Outlet West �4� 0 cr
Stci. 19+72 G" Outlet West Con-Ill- P.C.C. Curb 4, Gu+ter 9„
9^ Q w With G.V. t F. H. N.1.C.
& Wi+h G.V. Fr F. H. N.I.C. o• `�
0,• t ej `
+ 7 * •,� �•.. • V.. �S Int oTE : �%
�� ;••> �t; + GOrlkrnc+Or mo-s+ 9crc vicie
0 � w
_ 8 ce, O Cldc1t+ionol lenc�+h o Pipe Foca ar k0adueall
0 + a_s -,e�ssa rcy --o Compensaerr
+ `� 4'or slow o� headwall . Pipe
m
Q
�o ce o� he-adwc l .
Ty PtcAt, LAy ovT �;. '
A
PIPE CUL-V�fLT S
r7 N a
20 2 C.2 Z� 24 2
`„ = 40,
PROFILE SCALE
NOR
VER. 1" = 8'
�c�°fie a
J
N 00
0 '� f ± P � J I t
It 3
N " To of We.-,I Curb - N 01
� } A 244Q W
AN N0 p� + Q N /I
N 4- r11
il��-ir,q Ground a4 �1e3� � j P N t elo
+ N d p pC
N
�.e• ExiS}'inq Ground ok we-,.t�
-1 d, � r
0 'S A•�" A' ; d10
D r r Nir
, 0 111
0+7° t!G
; o v P SAro A �
1980W � _ � : N _ - d + � _ 20do �
r r r N N dt Pave-man+ 1 U +� F
.r 0 �' •r
: N 01 91 d tr ^
G P r v +
N r J p V pO e(v
Exi��inCl Gmurtcl GA Q N cJ
100 �.c E.xt��incij Ground nk
n
v
0 L�� O f I + c } 0` 10
r
r Owl' tt >n
1980 _ _ . - N - 2Qa E _
Q ��
0 j N N - _ _ J _ Ip p
d P Top of Fa Curb
I' + a n
Q it a li N n
r-xt-J*tnq Ground ak E,as� ; ; Uoow
o
Ext•5}inch Gr-our►d ok rI �
o
8
® r
EXC (c.Y) /,55 149. 485 790 868 . 788 703 . 479 279 437 H E R M O S A AVENUE ASSESSMENT D l S T R t C T P - �5—4
S 4-1 E E T 2 OF 5
t EMB.
C.Y� 7/ /35 /5 4.3 7/ 25
4 0
W. 0. No. 1401339
IMPRpVEMENT PLANS
WERMOSA AVENUE
ASSESSMENTDiSTRICT P- (.5- 4
�.� Submitted for Approval by
CIO Wit-JG, SCROLL 0- KING
a CUtVSLJLTttVc3 ENGit,4wwFlZ
w Mc�1vTGLALR, C.At-tt:
v '3 L. ED tIA 121) 2,C)C, OATC
' F
'I• n,��,o APP �j CHECKED DATE
` Curb Curve Data �� Q• '�
l � X pX OU SAN BfiRNARO1Np COUNTY ENG:NE6R DATE �Yl� �I�o�`
�= 38"2l' 44 a � c� �[
R = (01.00 a 40.95* 4.p ¢
`' Q RECOMMreKOEC �Y
1o ,� P 7-II-6G
= �O C A951STA11T ROAC OMMlSS1QNCR DATE
c�Q.40 SHE ET NO. 3 OF S gHEETS
c �
Q< Q`` cJ
COQ11O x..,?
-1110 02
IV,
/ b : (✓ tic I'
s 1
•.... ,..: �... : mow,, e;,�,;, o
in 40 o4 -� Curb c�rva Datcti
�,, �9 Ty _ Sc y� »0 3 �� SF\ I + 25 C."55' IM,
Co' � p, @ N �� 4rad� e S y R: 4.5.00'
5ta. 31}70Outlet West 2c^ei� A ' oq,0.—fi ''�ir� �e�dka/ + Ho ` \�� L= 2C�I.19
With G.V. E F.H. N.I.C. OS�o 20/s q 40' _ 40
�j / d tic FI
M ,v
� SX �9 Cc�n,truct' Pavamant pe-r Tgpic- �c'c'%cmn Sheet 2 15�easemec%4 10, �`kw Ui
a- = \ 5tee I 5" I.D. Woter Line N.I.C. ,L�j c.``
o Axa .1,pr Q.
N -- �` gra Z• 0
�v �I
i- - - - — Lo qt
�g -m � \^��\ \ 30 H E R M OSA 32 � 33 4 34 � S`r' 35 AVE_ � � �
Ln
r � N \ \c� � � lt1 \ to \\ Z� Wa�-ar 1..��n� an Sur�aca O
-- - / Chir back 81-o�rlurs ,4^
10'1 �u�,�{ 10'1 1
Ccanfttruct P.C.C. Curb GL.,tt&r• L �J
40' G �v..mar.4 4O'\. I
50' EcL�cmen�
Dept. of Wai-e-r .k00 3
Pcawc3c
m ��d p Jo I t .Ae dr
�»• i s + �° �_ 3 0 ,, .. �0 jun
'•.: � ••..% t. :... to d v 'q S r
3
fn
�
+_ �
�• s
/o-�'
�r)
ti rtr r, zo e�
1'
x � ( 7 Curb Curve Data
'+ &:35' 2-1' 4.4 �.�. 4�Q
90 I. / e / zo'
L„r b r • ��'d
`�^ C
9' h; e
e 0 �� nd PLAN SCALE
D D
•i �"� A � � O�Q
4p'Gurb �y ® a
fl In v^ pI2 C CV = 40
y � OIC• �, � r�
28 29 30 31 3 2 33 i ; 34 35 3� r 37 38 39
m PROFILE SCALE
� �
in
14 OR. 1"= 40'
ToQnf Wag+ Curb LA
0 �
c
� r`
df(s m OO tel'' C fll
2070 W
to Q Exp-stinal Gr•avnd o� Wesf _ - e _ , -
et J
O
0
0 P vo
`OU 151. Y.c•
2040 W Ci� � )� . o� ::;Orb _
W orb
� weme.nf
4 Z a
Exi��inq Ground Q� � � 0 •fit vOd1m ® � � o N
� 't � J � r �
� � _ Q _ ;
alo 2010 t6
13
� 4 m m
o
Z040 tL
J
r
2 _
W
Ex*IS�incj Ground n� Ea�� >}
b O70 E
cToga of Ec�st Cu r b [
m
c'
2040 E
TOTALS
EXC. (c.Y) Z4 348 302 237 67 /94 /,6gB 9,824 C.
NERMOSA AVEIJUE ASSESSMENT DISTRICT P- (05- 4
SHEET 30F5
EMB. (c.Y) 32 35 37 49• 5a6 1,390 /,055 487 35 4,204 C.Y. 0. �� o�
lop—
W.0-No. H01339
IMPROVEMENT PLANS
HERMOSA AVENUE
/ B 2 ASSESSMENT DISTRICT P— (&5-4
Submitted for Approval by
Zo, R/M/ l;ne 3.S (0 3.5 g' KING) 95CNO1_L �', KING
ry COtuSULT1t4G ENGINEERS
a
MgNTCL.A+ R, CALiF
ip
�� I L SALE Ki R.E . 12-190 DATE
x
j =� I CI-IECKEO DATE
TE
�} j. _
I (o CInSS'B"COnC. I �L;cQ' Sec+loc� Side View SAN BERNARt�iNU COUNTf ENGINEER DATE V�` 1
vact
PL A NI I O C AG \ RECG)M MFNOEO gY I
II X,0�411 �a A.C. DIKE DETAIL �\ ASS+STAI.iT RA AO OMMiSSl0lelt=R DATE
Scale 1"= 1' c=
A' q I I = 00 SHEET No . 4 OF 5 SHEETS
`t I cxpc\nslon jc=pin4- cvIr cnd o,r r��vnn
, ' •' � I � and a� moo' in-��t-va.ls
B
2 4"
� N
�— DRIVEWAY APPROACH Curb line
la
Gutter line 8.. 4'-l."
� ►• �, . � 12 Class•B' Concrete
•► yk
PLAN 2- s
' Scale
A 1(2.1-0
� 4.5,
.:.. 4 : I' ale ;�.4 AAN
A
TYPICL PLA �5 8• 'Ct'
ELEVATION SECTION A- r
Curb Scala 1"= 2' d
elevation � =,y I ►�.;s�
Curb � Gutter 11 � Curb line 1 +' 's. 2- #S La
GRAVITY HEADWALL /2 Radi�S i
roR 24" C.M.1? y2 R '�y2"e 2"clr. I
SECTION B-B 4 "'' 2" • . •
I O 0�
Headwall shall ba. constructed parollll to roadway v
All exposed edges shall have K chamfer. �: �: �I"e .. �,.
``� '/2" expansion � �'
►. . a A •^ )omIV filler
��, , LO
� �.,min.
Y i .
G1
N
w+ndwa 11
41
SECTION EXPANSION JOINT — a0
Scale I"= t' Scale I"= 5' I N o
I I z �5
CURB AMC) GUTTER I
1 _%Iw- 4 .
L:
PLAN ,� H8.
N
ELEVATION SECTION A— A
E LEv. Scnla 1�'L" I'-O" Scale 112"= 1'-O"
1• �c,:qn�v. DOWNSTR E AM NE ADWALL
N ''i•``'�p I"Galy. Steel Pipe
FoR 46" C.M.P - STA.. 34+q0
All ex po-ped corners Shall be. chamfered 3/4-
ej 3/Ie: Weld 2- S
Z:Cap
LLUTTUL
Full Thread
� � 2" Ga 1 v. Steel Pipe •-
0 : I"xir� 9CAd L
f
i _a ?\
11(2 x 'l%M7 Flat Ba r
CdGn r'Z' 11n V �f
MIMI-
9 O'
9 /
0
*4�a l8"c.trs•
PLAN 2- 5
Class 'b, _ I I I scale 1fz"=l'-O"
Concrete I ( ! I I I
I
!' Class 'B' Concrete
I I o ( SERVICE ROAD ( _ , ( LOCKING SYSTEM p` 2- S
I
I
I ' �► CONTROL G I ' ! t '/z'x 3/8" Flot Bar a
ATF ( ' ��� N
= Looks furn+slled by o446nrs
I
P)
O' 4
V-
Diameter Diameter I
I
0
I (.- 4 v"eco
5" �s3(8" GALV. Bo LT N w1r+clwc111
2" d.S.P WELD (T\(P1cA\L)
r I I S/1l: GALV. `STEEL w VIPD. *4 Cm IS" o.c.
2'12" G.S.P I I I I 2-meg ( I :1; 4"
I{ 4 @ 1 B c. r I I 2 5 9 cj I '
I III I I � 3/8 �atv. BOLTS I—I � L.
I III II I a
3/I9 GALV.STEEL PLANE I I I A
e"
WELD TO TOP A BOTTOM
-3/14;wELo PLAN
ELEVATION SECTION A— N
Scale +/2"=1'-0•• s�t� y2" t•-o•'
'5c-'ate- S l'-O"
U PST R E AM I—I E ADWALL
Fo1e 46" C.M.P — g-rA.34+ai0
All exposed corne.r� shall be. chamfered IA
ELEVATION kit
AVENUE ASSESSMENT DISTRICT P —(o5-4
SWEET 4. OF S
DWG No. 19 0�5
WO. No. H01339
IMPROVEMENT Pt-At.4S
s,4.' HERMOSA AVENUE
Grout s '
AssEssmEN'TDISTRIC.-T P- 4-5-4.
I Dia. Socket �fl
Construct 8" Grouted Stone Splash ApronSubmitted for Approval by
I �t1as5 ' ' Ccancrete� Welded
r KING , SC14C)LL A KING
0
a ; s COAJSUI_TINGEhIGII-IEF-Ft
f3e'o f3% Q s :� V tVIONTCLAIFZCALI1=.
B" _ Oeto1l •_N zi �6S
{: 2"I.D. Pipe No roil pre
�. a L DALE KING R. E. 121°10 DATE
Q I I I I ex calif. Standard z2ipecllflcations a"
if1 L Sec 83-1.02 A
V APPRov¢o', `�Y,r, �� C ` CNE CK EO DATE
dill. 'UwY�,•a 7-11-6 6
gAIJBERNAROINO COUNTY ENGINEER OATS
8.. DETA1l_ t3" i' .-rJ i' II A' --11/4
RECUMMEh1OED t3Y
PIPE hIANDRAII— I III ' ) ; \-Top of"ea-Awall ;l _ 7-II-Coc
Z-*S tap and bo}tOt'ri A•bSI�TANT ROAD L7MMtS•31�►.1ER OATS
\ of head w a 11
SI-I
SEC TlOt�l C 'C I FFY No. 5 OF 5 'JHEETS
I
D ETAt L A 47
NE.RMos,e. Ave. PIPE WANDRAIL 9�w %,j' bars
SUMMARY OF QUANTITIES — M1N01? ST2UGTU12ES
01 0 Nn Scale rt _1E 5 ' LOCAT10N cowiure STEEL MIgC. IRON >� S'TE`EL
CUBIC YAWS POUNDS See Handrail Detail •
e" 4@ ler I Qj STA 13333.53 60• 9;200
r -1
2 4 ( ) 3=[�'� 3'-U" 3=0STA 15+58. 6
* U 52 S.Y. of rex6-AVC 1*Ided e M Fnbrlc
CJ 0 4p 18' 4d 9Yi STA. Iy+23 4
- E
4 c �j'Iz L A N
3_" Rcdius (typical) d- NO SCALE STA. 25+170 4
1-0 LLb -DIt
r- Each end tT
c 3 STA, 13S*Sd 5 ?40
IM GhaL"'Cer 3 S•rIa.34+90 g zea
tt 44.40 ( 5 a Ot'��jb RO 9'1� 24' GMP TOTA L 04 9,660
`Z*-4
WE 44.85 4.80 KNOWALLS
C U 4Z"BO cr
tT FoR 30" C.M.R -Sz"A33�30
3 3 co
zN da
z G �
#1a 4@ 10' '
p I e" 4'c' P Tit" o
Ir '
. 1 A
a0 r- @ I a' c0 00 I , S e" 4=6"
GMP .^
/ Lj J
V"
9%i C, J ► . .. N
_ r
w
_ I G �
HALF LONGITUDINAL SECTION X —X HALF SECT 10N X-X I
hto SeeLE 3 r 8 #4•v"A-each 0 PLAN VI>E� O a1
Niro Scat E V'
I wlnctwca t I N
pE.TA1L - EAST TROVGN ,^
�i J
% eac l5" Z-#5 n• � LO
.0
tleach win wolf
V >n� I 0 -*4o) 10"ctrl I 2- 5 �5 .a N emp
L=l1'-0" '� 1 -
#4 -C-. a 30� 4Catla D
Top o�Fl� !' —�� ii 0 Top of 1�olual_
IT j Etc--V. 5U.(00 A
W
� J
r m v 92_ c.' - 11 ' ELE VAT10N SECTION A-A
OL NO SGA%.E NO SCA%-&
X fn ° _
a
o X
Ldo 91ktop of top Slab F F
c^ Z .7v' �O 2 I Batter
bottom of bottom slob N
W
J O `J� � 41%,Cm Q�~ Cut Steel washQr
�r
w + W H o4-0
°' • - —
+- 3' Rad i u Z 40 &CO`c O�GJ O`o w(8thehex nu Batt a i2 gn. Ge lv. Me}c.t
0
(,tYPical) Q--- _Q 4 ��rc � � Beam Gt.ard Ruil wi}h
o 0'x8' S4S x 1'-2" I2 terminal section of
.� I O
4(%'> both ends
C C4 p IB" A, !
c!^ i v ti H C, Q.F. BlockCO C � 3-�1Handrail Sockets Install Pipe >aondro (> �c�tSee Detail kbove-) Per Detail B"
o- 2 4 top 6%b" Ro h K 5'-O" r:•� .of heodwal►s 0 __�,
5,
„ u I
G 5ct 03 9112 bottom of tc -*tab ; Ins•-aft Pipe- IAonciray( D.F. Po5
top of bot tom stab Pyr De:A-e:A%s:,
P. _
E le-v. 41.25 1 1Top of I•Idwl. 40
Top of tadwl. W--&— .9 EDI ). 4oi.-15 _ _. _ GUARD RAIL DETAIL
Curb Face WOOD POST
I v 0� t.y
"Scale 112'= t' -0,
m ' 0 20
PL N Co �,� �o.
Col
N
I 8 `,� N Bo x
vi ap o ( I Cu Ive rf
Ci
No Scale O Iri �`I- Ri /; b'-o" we.5 t Trough bmoo+ r
+ + + + w vaI'.a c� EO S l"rovg 3% O" `lz
fo m In + 1/4" : 12
#4gpacar5 @ l8" `- 5 'b bars P 9'/2' Ssi �� tx"� '�� �, I 1 -o we Trough
5 "a.' bars 0 9'/2' (t Yp1ca1) �t4 'c" bots 0j'j2' -I I� O 6� �O C9 nem t,: d t• t��b vcr, 1'-o'to 3=o asfi Trouoj
u .6 T 9.33 Nti• ti u •I•'
If - 3•
=dco ( 145 • I (J� p e _ ^ 1� I I/2: I Max.
,, Curb Face a ,9
STEL TA6LE ('-(v' 4,'* 46I'- (o•' - — —
DgL. G'x3' BOX 1�10TE
S/4'fille} (typical) •
Cox� - a/6 welded i
wre fabs-►c
� ,} "� � G, +1•trouc�hov� wo�ltS t, •�'loor-
3' - O" DESIGN S = O
s ZBnr' s Keyed Spacers p 18" + I x �Q.
Con-struci�ocl O Dro►noge Areo X04 Acrts
+n }ointS Optional Con->trucIon 'oin}Y, Loaclinq H 2O- S 1 4o - 44 j �� 3--��° — SECTION g_B
b Size: B�.r s l'-c." 3 4d I'-(e" N Desi n Sire sseg f� - 1200 •si f.,.= 20000 psi = 10
#w6(typlcal) � 9 P n a p v
hod
�--r Len �1+ "b," 1 S" Slept a ver 1ev. Soo
i�: z N �e ya:Iz
O. S.zc: Bc.r — —
,c� Class "P+ Concr��-�
G C ^'—T- • • i T 'd
tlz C" Ins*all Pipe liandncil C
d D,sf To Slob-zoi4 r10
y Bars + o Slab �o+.N. (• �•' - �' (o (o' -U' Per Va6:%k'g' 4z
a r? 7
Bars S cin 8
Spnura N....n r j0 _
C Y. �.�.��. o.„ *5 'a' bar-, (al 9'12" *4 "c" bar-, (AP 9lt.. / .
w sX ,o. ���^ag 'Ix
O 2e;n{.• lbz l.n.fl. 121 #5 'b; bar-- O(�. 9'l2 /) Z 7 ��/ Q Q d De
Ins-Emkk Pipe gnndrait
TYPtCAI SECTION =
DOUBLE X 3' BOX CULVERT � 9�� �r 6o`c��� HERMOS/-� AVENUE ASSESSMENT DISTRICT P- 105-4
1
Scale `/2' = l' - �" 9•. 9h�J SHEET 5 OF 5
. 192 5 9S