HomeMy WebLinkAbout1302-D 1, BENCH MARK
4� g I�' SY ,Q + CITY OF RANCHO CUCAMONGA INCH MARK NO.
{}► \U V = 4 O' �\Q 82. CHISELED
IN SOUTH CURB RETURN.
I II C1{ SOUTHEAST CORNER OF HAVEN AVENUE AND
WILSON AVENUE.
Fk.,
6 ( 1620 ,r 0 N1c- ' � �N0 EUVAT I ON 1017,926
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+ �4 4 v + -1610 )(
` PROPOSED FINISHED GRAD + m o 0 0 Z �s
OVER STORM DRAIN ,w corder. 2e%e50 .r - o - C,r-> Ir-p-
LAT. QON
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4 HOR I Z 1 40 I I (� _ ►1 1x,P �%i I4av t�
4. t\ } + II I ,�, N `i1o�7 Q,�= d 410- s= o-07 7
dt VERT 1 = 4 41.
r\ n � N ,1 _ m � m � II � • ,� Q � I
coti►S( e L,F^' 72" Go�ST• Sao• tt� L F `13c� GL . tcdo [� 6 C-> PLAN I "= 40' II �� I �j.V 6 " _
� � tea. � o " LAT. " W" ,� � - LAT "X^
„ ' Q 8 . 21 18 1-F^, + Q Goo-16. K�• 17
LATERAL Z cd>.lST. 4.c� L>= �2 _ to 2�P GL I�ooO►� GL • I.4� 3=0.2v00
18 ►�P Io�� 17 16 15 14 13 12 �,, 11 1
ccxz I r
K �, 4w3.00 LP ti 'T4?h116tT10hl � O
PRIVATE STORM DRAIN G �� V o��C714�T
„ ,�_ ,s, 18 18 ,SI v' , SP5.00I- -- -r70G7-P O>= F-Y,�r CONSTRUCTION NOTES :
NOT MAINTAINF-D BY CITY Z �o+4lv'�13 `ST.eTj�' 4`�{`�C' r<o• waTE?eu�.lE- TO e� 10E-Gort'�►
�f1 0 . c.P 2 ��' N Ta GL +26D. >��>✓ ,S>=t` Tr 09 21 INSTALL 24" R.C. P . STORM DRAIN
I3>7a2 wa-rsle ��. .�
= u 4 4 _ I 5T, ST4,. � 22 INSTALL 3b" R.C.P . STORM DRAIN
Q � " _� V 2 2� �+•e�'X13 6T'. 5'rh• 30+87.02 26 27
INSTALL 72" R.C.P . STORM DRAIN
� \ 4. � . • _' N � w=2.81
0 34 =s. '33 v3.I►'32 31 - 30
35 _� �1 24 INSTALL 93" R.C.P . STORM DRAIN
INSTALL 18" R.C.P . STORM DRAIN
\ 6T- tz
O ,� 52 +-G7. 67 53 t o13 87 ; -" r/ 26 CONST. CATCH BASIN PER C I Y OF RANCHO CUCAMONGA STD. 504
- .c.P. dGr� s 210 27 1, / ` / O T
w=10�y,7' , M w=��',�=4' -� / -- - i� CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518
CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. 511
-- - - - - - -T
I
CONST . JUNCTION STRUCTURE "A" PER CITY OF RANCHO
t
-16011= I 16^u� U AMON
r
C C GA STD 508
CONST . CHANNEL WALL d R.C.B. JUNCTION PER DETAIL ON SHT. 8
- -- --,� -- T---S, _ -- _ - - , �, -� _ _ ---
�--I -f^ - _V 31 INSTAL-�- �4" 12.G.� �To12r1 �►�IN
JtrMt or � L�` ��� G1Co"Mv�ir� k/f'��L }1 � 1V�1Z � 2Gs 111 36 � -1 IQ �I"U�Zy 1 �\ . �••
L a our, �_ �- _ I �- I 32 CONST. CONCRETE BULKHEAD PER DETAIL -p>=LOv�
- _ _ _ - I __ � Z � GOA.) Ott 1 GA L L
I I _
. . tI _ r•-- ---. y r`
kit O� OI � �LJ'1-LJ� �tti" TSI Ion � O
,-- -�i �. ` _..- __ �; .., ._.-- o--n--"-...r'' \... -.• � �} �- 33 �T ►Ut f F E-C7 T� PS�5N.1 PJ=fe t'7>=TRI Gd 1✓�T
6SEE ST. IMP. PLANS - TRACTltl \
•ol E r - '... >. •-''+ � �•'� �� I � ` NOS. 13748v 13857 & 13858 � cous-r Gb►.IG. �lJC.4`3�M F-�1T � ��-l-�.f� �� DFT�.t� 33 @ t•-�Trr
It
-- - - ----- +' -� _ _ -6-, ir'" Mwr� R/.� OWGF.IO. 1271, 5N 14 �r l5 11�5TAL� ,}g'G�tl� yTdrz r� ,T0 �,t�-rr-1�1
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�. 310 &V outlet : 1 I . T �" • X " /[ a (lam�,' V irr - - a �`�r-ME--T
O Mo2To2 PIPE END
from O/l
lbur ararnat Irroctioni
undrttur6od+o A
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s • A
O M '+`-/- -/ .tJ�jl�•ld►.1 �RL1GT� -
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ain. 1
I SECT ION
CASE ASE >�kG� �'►A.) s�c•I I• b I° �U ( � � t+YL.8I bF.�i•GOr1aT.
33 •1: BANYAN STREET s411+� �K ����
CATCH BASIN MODIFICATION �Rcf��r7 vk/l,r, 2-r�81 h,Q
TO AVOID EXISTING UTILITY (N75.) � orw o) aTAT1C""-1
DATA • • ,o� --_ _ -- -- -
- / / DESCRIPTION of REVISION DATE APPROVED
DELTA/BEARING RADIUS LEN./DIST. TANGENTC► WI�oLrm)r-)
0 N Iv->0 11 13311W 121 .01 •: .� FINISHED SURFACE I I A R•3a CITY OF RANCHO CUCAMONGA
0 75°30' 1a" 90.00 1 16.!ob . �� hTA6td1C12 2'� _
ftQFo1PAT)N1� D.D.+12" "'- / / "a"BARS NOT SHOWN
0 N 89° 18' 17"E 1 2 . 3 e . 2�.0 ► L--' �A �L�. co`IEa ,a CC, IIh.I Baas
II II
N 89018' 17"E 39 .96 � ( --i i6, P J1 11 TRACT NO . 1Z3542 -3
O 5 a 4 - 9
G SEE LIFT - \ A BARS 46 SI IS 15 a a 6 I I 1 I
0 N 89° 18' 17"E 40 .87 'o F=ms's , , , DETAILBELO''* ,, RCp_.,� 1 4 �U _.0 d STORM DRAIN PLAN & PROFILE
p �L�a! Io1.0 �` • .' �__. • • FLj'1 , 54-60 IS 5 ` 5 . 8 t
0 N 89018- 17"E 17"E 337 . 74 �� �� B
>c.In Y l( I.a
O N 89° 18' 17"E 1, °- J , S °�5� BANYANSTREET
II I' 63-66 � � �� i-lo" LIFT DETAIL
O.D.O.D.+12• O.D. " S 5
�A 69-72 1� NOTES
T / I- 5 5 0 6 Z CONCRETE SHALL BE CLASS"B" APPROVED B Y DATEf7
to - _ y- \� ✓/ 5 _5_ S_�? O REINFORCING STEEL SHALL BE CENTERED IN BULKHEAD `,
O N 30041 ' 43"W 27 .68 75-78 IS 6 6 d 6 2.2 WITH HORIZONTAL"A"BARS TOWARDS OUTSIDE FACE OF
J r-- 6 5 BULKHEAD. CITY ENGINEER RCE No . 2 97
N 30'41 ' 43"W 27 . 75 • I V I . I RCPT 81-84 1'Jj_5 6+_o1 2,-4'� 3. WHERE CONCRETE BULKHEAD IS USED WITH RC9,t S QROFES$/0h,(
K N 44° 18' 17"E 17 .58 / + 5 I 6 6 ~ SM ��
O �BGM+, nr°E I r `-�A 5 �6 - -4 ! THE R.C.B.R.C.BHAII BE DETERMINED BY THE HEIGHT OF ��O LTO /�h F DESIGN MADOLE A OC I ATES RECOM _ DED
\ I 87-90 10_;_6._ 6_ 6 2-S' �t, �`•! ,1
Os .�"' / 'r FRONT VIEW STCTION A-A 93-96 10 6 6 5� O LIFTS SHALL BE REINFORCING STEEL WITH SAME cc �� OO s� �lY' 5�-- CONSULTING CIVIL ENGINEERS Q• J 0
L N 0°4 1 ' 43"W 28.00 ~ ,O __!-b ' 2-7' DIAMETER(d)ASA BARS. No. 14814 t^ A AND LAND PLANNERS
M N 440 18' 17"f- 17. 68 G GOL7`�1P�/1DI►�I 1G�
�'�p���- IS 6 7 3 R DRAWN 1820 E. 16th street SHEET
„ gyp. 3-31-93
0'r
SANTA ANA. CALIFORNIA 92701
sCIy1l � P 14 835-2548 OF
32 CONCRETE BULKHEAD �/ 5�- 7
5`rAN1� 1''ll AIS Go r2�T>✓ G�ti-+-,4>!L pETA.1L -r-> STtD Mb � (J76) - f of cAL�Ii CHECKED RCE NO. 1481E DRAWING NO .
ATE &- I FILE No 130-�_D
•P• BANYAN 51 . - S.D. PLAN - 7 (0.703 PF : 13542 260 05-Aug-88 08:00 AN i 110- 96c'- I
BENCH MARK
� G21L1-'�4>�x�"►•IOL -C 24"oc
„ }IorllzoN-rht�y PL� _ 4 CONDITIONS
2"41 b'G ' (1) CORPS Of ENGINEERS SPECS,"SPECIAL
IQrTERIo2 CITY OF RANCHO CUCAMONGA BENCH MARK NO.
._0
• OF h���L V/"\L- --) 1=1)x- PROVISIONS FOR CONNECTING DRAINS TO CHANNEL WALL," SHALL BE NOTED 82. CHISELED " " IN SOUTH CURB RETURN.
/ SOUTHEAST CORNER OF HAVEN AVENUE AND
ON OR ATTACHED TO PLnNs. WILSON AVE1Vl1E.
112) LAP ALL REINFORCING ACCORDINtf TO
T/tf,', TZ7 MSI-rC�-4 �CISTi�� (ACI 318-63) OR MIN. OF 30 anM-
CUT EXPIOSEO REINFORCING ETERS. ELEVATION a 1017.9 6
'Q STEEL AT CENTER OF OPEN 13) STRUCTURE DETAILS TO BE DRAWN
�I I TO SCALE OF 1/2"*1 FT. MINIMUM.
ING AND BEND INTO TOP,
BOTTOM, AND WALLS OF
w) ANGLE OF ENTRY AND INVERT ELE- BAR SCHEDULE
• I I _ -I -
JUNCTION STRUCTURE. SEC VATtON TO BE ESTABLISHED BY 101 >e Q' Rae, 7LA9)C -7'-41" 12GI!k->
I 51tW GLS F-X 15TI1(61 GNI 4��E 1-
�LL•, GL � )GN TION C-C IS NOT REOUtRED HYDRAULICS SECTION, CORPS Of EN'
1X1'5 I I RGA IJ�1�/ GLJL�L'� "1IF� GINEERS. PyA1e 5121= Sro)%.c E.! F�0121:Z.LF__06 �I VrEll.. LEWG7H 1401 . 1F TN VFI'll -EWR74
1p„ Orrf IQ 61 1`x IgT11.1e5� �jLIR �. ON CONSTRUCTION PLANS.
l51 3000 P.S.I. CONC. SHALL BE USED rj n 8 b Q
•G.
FOR STRUCTURES WITHIN THE CHAN-
NEL R/W. �, ►61� IOM o.G. 77' �.�
--/ REIN•.slit,s+lAc+NF. *) ALL BARS # 4 CD 12"UNLESS OTHER- G l 4 ( N 4.2 4. 11
_��y(/ P�nR AhK.MINT To C('J'OR4 1T O D�, 419' 7.8
WITH Ek151.w",, b[U+_S •IMOT►075 tooWISE NOTED. G
.. rill Notes S 1�" o.G 1.6 ,4; 1' 1 L' �•I I
-�--�- GJ
(21 WNEN-_ �15-.�.�SOZ eE H_USC RASES + -
1" /� /I /� /� / �
�� 2411 ..r Kr/ ".�1 Iii-+�IvrV I/ J1l1 CRN"iE IRIAR OUT - { H1/1, 1 rt1 4 I0R O.6, 4.•2-1 L.11 f•1-;L
0 LIMIT AS PFO O By IN To BIER ACC�+A wALI•KNCI I I�-_ Ek13T1N"CHAN.WALE
• f/� /'y ��// C /��-E1'G �,
t1 11 � rV /1 �\ Y.�fL- v-/V J1 Il •'• t t __ I __ -- '�--4CH07Eo . � �� P 1 1 I I
L V71-•+F lr 1 • t'T-- NCM C015T.".
DETAIL W CX d �,w,,y s�_c�oN_2-� . _ � _ F SHOWN, t� *4 Is o.�. o.o s.2 0.0 6.a
t ,� I coNc, �aoJ�+.u� �xl� .
MIN4711 1 VE POI ---- _--+-.u•'� SAMCUT . ':\ '
R.C.B. c3E P C.P JUNCTION R 1�1 1�Y4l�L�j I I ____ _
\. Iii "C. JT
JTI WHEN MSSrG't1j " I 1 ,
- - F, 5 10
0.C.
�.3
CHAN INVERT 1
• W _ 1 J
. . :�. ..
/
USE STAR If.R W^LI.JT. �f���EkiST CHAN' fir` ` ` \PEMOVCD RY•
I I WHEN ►OSSIPLE IHVERI� LJ C.11PING HAMMER ,1
f'1 *4 lo" o.G. S.o 00
ELEVATION SECTION F-F
EXr�TI�� G TEL wS�LL- NdT�e ua y L�►JGT14 OF Bo.RS WIT!-t �tM�i�151ON va�216TIo� .
SECTION "XX" CORPS OF ENGINEER 1_ 11 oR
q� To u� � Io a To �1
BREAKOUT WALL REQUIREMENT �r� I�,u c�rr �l�:
Q ND SL� 4�>a; 2MI►.1• Re.- R =
A .,
O _r_ - �i = g,o0Up�1
r'lll
I Q U " ' • • D • • • Go p-si
tt- m d1 oPTI o�1a.�
k � Q ` D GONrT JOINT �QUI�/. 1<7.-Lllt7 Ph2)�SU�- � 37 �.
`'11L- OF►.1S1T�- = 110 �.
- 1 D •
it
:e
I C w- cw-,L A
I I •� � �� . . •' 1 I �.4 � f0"o•G• 1tt.X�U � • 1�
- Q • G " ��� "GQR I I'4" 71_ QR r 4•
V f� ►� JOI1•-lT aF.a� la� "G)" d'V2
Ye
• j} O 1"'�/ '� I I >=Lotit/ '� 1c 6/�fZ � F1 �.4� la"O G 2 M I1.1
V► 5= 0101 P o _- - All
o ll
sal . b • .`. b b • D ° sd --r- -r- �- o . O 0 _I
� d c,-b^f�
C
1 � � D s I P n •ice�`/
LEXIS-r GIT,► r--1 T , Tm
'd aj .0o TTZAi.15tT1oN 61"R1.IeTU1eL- O Td 4'-O" #1 4 ' 12OG. 4 I2"O.c. 4� Ia"o.2
4'_I n -(b �'-d` 1 5G 12"o 5 @ 12HD�
w Q Co'-►" To -O` 4L 6�G"o.c 4-F �<o"o.G.
6'-1' -T3 I o'-o' J1-b 41`0 �� 4"oc. SECTION "C-C "
�4�-la"o.c • O� .• Z
TRAM SITION STRUCTURE DETAIL W z-z • o
DoT -To - -�' � 5Gf►>=�u�- "g` I% i ? " _
�-- '
I+J�I S ZON1=- 1bR Ill AK IQ TN 1`3 7-0►.1� -
4 5 G tom" #S C Ito"D.G• GL .
o.�. � �
� cam-�,� ° • I
+k5Lg la ( G Ems• 111 41
Q L -' #� 1 G� CEJ= 5L^N�DU 1- �" -` ►. d T7 ' _j1
\ t� Al 10"
g
d g j2 0.a. �c� re-ol- H-
�'' •' > y o D a ► •
SECTION " D-D"
4- �1t �e-•^+2- GN 1 ` Q"6,Q►` # P
F-YTE1\I a 2'-o" �) 11Q11 �M 4('i �8 0.G. 3 0
O I �Yo I_1 o �1►.1G
I I �I3 terms Z v6.le11=5 0' Ta lo'-o" . :•
4 � 1811�.G•
C fie+ I
\ \ \ I
� � 44 e(2."G.G• ► •, Q
C 1 _2 �xr)=r2lole LrhtJE Gr
. e
��� L DESCRIPTION of REVISION DATE APPROVED
L l � I
-� b�11o,ovE.1e All_ t� >�: 3 a" C I TY OF RANCHO CUCAMONGA
�i� � � � ,..b 1� flo oT aur vv��•' 2
o _ I"140 - ,• I TRACT NO . 1
6 e _
= � -> a • ' STORM DRAIN PLAN
-rwo ,�At� rw-1- in ---- -
w10TI4 oN �tJioil �- _I = t
t 4:` , VrC-Fq �,�� 1w DETAIL SHEET
P.S�►2� (20-o � ( >,t�w cox cL1Lvs=RT ��-
1_Q4�, cE NT1=� !Fi I W46 5caal=t�Ui-�
�►� I�q "oma. APPROVED BY DATE '
GLE�t�) A Ieou61HGN .5uI:Z 'tGl
Cf rx1Ie ,►.Icl �Ovl_ CITY ENGINEER RCE No . 2397
PLAN
- SECTION " B - BM Q4OQ. ''•1� DESIGN MADOLE A C I ATES RECOM E�JDED
,�� r�I`>;ox
r� S - le M CONSULTING CIVIL ENGINEERS + 4` ?a
AND N N E L WALL R . C. B. JUNCTION DETA ! L RS
I"C'T To �� NG. 14814 DRAWN 1820 E.116thuSreet SHEET
C41 Exp. 9-3 t- +► 6L SANTA ANA. CALIFORNIA 92701 8
PHON 714 835-2548 OF
�T To L fr, cry" CHECKED RCE NO. 14814 DRLe-8eAWING NO .-
` ���"`�� 130
DATE 8 - I F I LE No 7-
•P• S.D. DETAIL SHEET - � iU.703PF : 13542 283 04-Aug-88 09:39 AN / 11U- 962- 1