HomeMy WebLinkAbout1499-D B
GENERAL NOTES ASELINE ROAD
AW
All work shall be done in accordance with these plans, the City of T I > >
Rancho Cucamonga Standards and the Standard Specifications for Public C y C 0 C C A O \ GAa a SITE
Works Construction - 1994 edition. Contractor shall be familiar
with and shall be responsible for adherance to these Standards and FOOTHILL BLVD.
Specifications and Applicable Supplements. I MASI
2. All pipelines or substructures of any kind, telephone or power poles, Z Z I DRIVE
water meters, valves, fire hydrants, etc . shown or not shown on these PLANS FOR THE CONSTRUCTION OF a a ARROW T SEBASTIAN
plans within the right-of-way limits or in adjacent areas where 0 ROUTE WAY
improvement work is to be done shall be removed, relocated or protected X
in place as required at no cost to the City of Rancho Cucamonga.
3. Any contractor performing work on this project shall familiarize
STORM D IMPROVEMENTS
U
himself with the site and shall be solely responsible for any damage to 0
existing facilities resulting directly or indirectly from his operations,
ST.
whether or not such facilities are shown on these plans. FOR
can Z NORTH
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 0 Z W 6 TH 3
Department prior to any encroachment or construction within City of w a
_
H= Q
Rancho Cucamonga easement or right-of-way . o
UJ
5. Compaction tests of embankment construction, trench backfill, o
compacting original ground and all sub-grades shall be performed at C D :3 E3 5 4TH STREET
no cost to the City of Rancho Cucamonga. A written report with these
compaction tests shall be submitted to the City Engineer for approval ■
prior to the placement of base materials and/or surfacing. VICINITY MAP
6. Encroachment Permit is required from Cal-Trans prior to doing any NO SCALE
work within the state right-of-way.
7. All work within the highway right-of-way shall be to State standards.
B. Structural section indicated for highway is for estimating only.
Actual section to be determined after grading and appropriate lab
tests. A T. I . of ii.0 should be used in the design of the highway CONSTRUCTION NOTES & QUANTITY ESTIMATESINDEX
section and a T. I . of 11 6
.0 for the shoulder . 6,
9. When improvements are to be placed on native soil which consists of a NO . DESCRIPTION UNIT QUANTITY 33, 33'
,
rocky material, the sub-grade shall be prepared by removing all rocks i INSTALL 36f R.C.P. 1750D L.F. 22 154 22 11SHT. NO.
- _-----_ _- --___-- 11
which protrude above the sub-grade and all voids or depressions shall 2 INSTALL 36 R.C.P. 15OOD L.F. 129 TITLE SHEET i
be filled with a fine rade material of a y 3 INSTALL 24'1 R.C.P. 2000D L.F. 154 LINES "A 11 'IB11 AND "Ci" 2
10
g quality better than the native „ "
material . ---- --
4 CONSTRUCT MODIFIED MANHOLE NO.4 PER CITY OF LINE C CONTINUED 3
10. Estimate of quantities is provided by the Engineer only for the RANCHO CUCAMONGA STD. 321 AND DETAIL FORLINE �1 11 4
convenience of the developer, the contractor shall make his own -- -- --- --- - --- --- - ----
determination of construction quantities before submitting a bid. Any M.H. NO. A O.N DETAIL SHEET 5 ( DOUBLE LATERAL ). EA. 1
item of work required by these plans which is not specifically listed 5 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF DETAILS 5
in the estimate of quantities shall be considered as included in the RANCHO CUCAMONGA STD. 331 AND DETAILS ON DETAILS CONTINUED 6
other items of work . SHEET 5 . EA. 2
11 . City approval of plans does not relieve the developer from responsibility 6 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO
for the correction of error and omission discovered during construction . CUCAMONGA STD. 318 , ' L' = 51. EA. 3
Upon request the required plan revisions shall be promptly submitted to - -the City Engineer for approval .
7 REMOVE EXISTING 36" C.M.P. RISER AND BASE. EA. 1 Fe DWGS .
12. Work site and exterior streets shall be in a neat, clean, hazard free, -- -- -- --- - - - - ---
orderly state, throughout construction . Site shall be cleaned upon 8 INSTALL 24�� R.C.P. 15OOD L.F. ill
R E request of the inspector . DRAWING NO. 1431 - D
13. Call Underground Service Alert for underground locations 48 hours 9 INSTALL 24" R.C.P. 1000D L.F. 586
before you dig ( 1-800-422-4133 ) . 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF R.C. STD 307.
---- -------- -----
14. Contact the following, as required, 48 hours prior to excavation : K'=5' ,'L= 6' , 8 'N'= 5EA. 4
General Telephone Company ii PLACE CONCRETE BACKFILL ABOVE STORM DRAIN
- - - - -- - - 8" SEWER LINE
9000 Hellman Avenue CLASS B CONCRETE 3000 P.S.I. L.F. 16
Rancho Cucamonga, Ca . 91730 12 INSTALL 24"R.C.P. 1250 D L.F. 605 -
(909) 989-1700 13 INSTALL 36"R.C.P. 1250 D L.F. 425
Southern California Edison Company 14 NOT USED 36° STORM DRAIN LINE
1351 East Francis Street 15 INSTALL 24 " C.M.P. LF. 45
Ontario, Ca. 91761
(909) 986-5861 16 FILL EXISTING i8" C.M.P. WITH SLURRY OR REMOVE. L.F. 80
Southern California Gas Company i7 CONSTRUCT DRAIN PIPE AND RISER PER DETAIL SHEET 4. EA. i
1981 West Laguna Avenue -- ------- - -- -- - -
P. O. Box 3003 18 CONSTRUCT CATCH BASIN PER CITY OF RANCHO
Redlands, Ca. 92373 CUCAMONGA STD. 500. 11W11 a 11 V" SHOWN ON PLAN. H= 4�� EA. 4
_ _ _ _ TYPICAL SECTION
(800) 624-2497
NO SCALE
Cucamonga County Water District
( water and Sewer ) 19 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS
9641 San Bernardino Road STD. D72 AND GUTTER DEPRESSION FOR TYPE OS AND
P. 0. Box 638 ------ - --- FOOTHILL _ BOULEVARD
Rancho Cucamonga, Ca. 91730 OL INLET ON GRADE PER CALTRANS STD. D78. EA. 1
71 1
(909) 987-2591 20 CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS
STD. D72 AND GUTTER DEPRESSION FOR TYPE OS LINE"F"-SHEET a
UiJ
INLET IN GRADE SAG PER CALTRANS STD. D78. EA. i
21 CONSTRUCT TEMPORARY C.M.P. CATCH BASIN PER CITY a '
Z
OF RANCHO CUCAMONGA STD. 311. EA. i 0M /I\
22 PROVIDE OUTLET OPENINGS IN EXISTING SPORT "W NORTH
COMPLEX WALL FOR STORM_ DRAIN OVERFLOW PER �N I 1 \
DETAIL ON SHEET 6. EA . 1 J a
23 CONSTRUCT TRANSITION STRUCTURE NO.3 PER LINE B"-SHEET 2 oc
-- - --
1 W
CITY OF RANCHO CUCAMONGA STD. 336 AND -- N BY DATE BY DATE
- - -- - - -- ----- -- _ - W REVISION DESCRIPTION
DETAILS ON .SHEET 5. EA. 3 SEBASTIAN WAY ENGINEER CITY
- LINE"C"- 0 APPROVED APPROVED
24 CONSTRUCT MANHOLE NO. 4 PER CITY OF
SHEET 2 LINE "A"-SHEET 2
RANCHO CUCAMONGA STD. 321. - FA. 2 - CITY OF RANCHO CUCAMONGA
STORM DRAIN SHEET INDEX ` , .`n, TITLE SHEET
NO SCALE
STORM DRAIN IMP.
FOR
PARCEL MAP N0. 13845
�T�-
UNDERGROUND UTILITY NOTE �F-:a`i� APPROVED BY DATE
Construction contractor agrees that in accordance with generally accepted construction UNAUTHORIZED CHANGES & USES: The engineer preparing The existence and location of an underground utility pipes or structures CITY ENGINEER
Aaw4g�i R.c.E. 24953 --
9 9 Y P 9 p P 9 Y 9 Y P P BENCH MARK N0 . 121-8 (CITY OF RANCHO CUCAMONGA)
�&/
practices, construction contractor will be required to assume sole and complete responsibility for these plans will not be responsible for, or liable shown on these plans were obtained by a search of the available records. These DESIGN IODU R. IEMNER, R . C . E . RECOMME'�DE.`'
R. R. spike in the center of piling of the west wing
job site conditions during the course of construction of the project, including safety of all persons for, unauthorized changes to or uses of these plans. locations are approximate and shall be confirmed by the contractor, so that wall at the N.E. corner of A. T. & S. F. R.R. tracks T _ R. B • 10373 Trademark Street-Ste . A
and property; that this requirement shall be made to apply continuously and not be limited to All changes to the plans must benin writing and must any necessary adjustment can be made in alignment and/or grade of the proposed P. O. Box 1614
and Rochester Avenue . Sec . 7, T. 1 S., R. 6 w., S.B.B.& M. DRAWN Rancho Cucamonga, CA. 91730
uc SHEET
normal working hours, and construction contractor further agrees to defend, indemnify and hold be approved by the preparer of these plans. improvement . The contractor is required to take due precautionary measures to (909) 945-2119
design professional harmless from an and all liability, real or alleged, in connection with the ELEVATION 1121 . 171 ^ R. P. B . _
y protect any utility lines shown and any other lines not on record or not shown -Tj R.C.E. 33753 - oF - s--
performance of work on this project, excepting liability arising from the sole negligence of design on these plans. CHECKED Todd R. Bremner Exp. 6-30-98 DRWG. NO.
professional . e/
CITY DATE 9/ 811AZFILE No. /L�! / /qq
49
PROJECT SHEET NO. eR 30F
BENCH MARK NO. 121-B
QUj
R.R. spike in the center of piling of the west wing wall at the N.E. corner of A.T. & S.F. R.R. tracks
2 M m and Rochester Avenue. Sec. 7, T. 1 S., R.6 W., S.B.B.& M.
i ELEVATION 1121 . 171
}
cr }
� � Q N � _
°0 M 3 0 /, PROPOSED SURFACE
� � W -� `� ABOVE S D.
� + W �; � O
CO M p
EX.
ONC. BLOCK
- Q - .iO
WA . PROVIDE W
H �� -_ -4 O
DUTLET- OPENINGS
PER DETAIL ON ii87.86 T.C.
SHEET 6. i
EXIST. SURFACE m
a
OVER S.D. ' W > z
M
1186 - - 1186 1186 OD °° > c1. o a 1186
v 1.6 z z °D H ''' H.G.L. o z m
j > ci .-+ 00 �OD so OD W*4 c5
7777 n ( H W �' O M
OD 1d
I 118 3., 0 BOT. 8 9 C�'� H.G.L. `sc° o
�� W, O O O ad �t GFS
I �� WTR. LINE ti W p GO p � O '1 0 Q=�B aFpS
1182 EXIST. 36 C.M.P. 1182 1182 i° + W, '' J,ia. 1182
tnl RISER AND BASE a � GFS
TO BE REMOVED. 1180. 96IN ,320g FPSI 0 0
_ 0,3gQ r _
i I V s CFS
1 t 56co
H.G.L. s=0.0 FPS 4
4178 1178 1178 19p ii78 W CO
1 S ( >
U -4 .4
4 CF z m a
90 ?g EPS _ W _� �+ �, o 't$ L.F
V 1 Oi84 ,a. W '�'aD Cn o 0 z CONC. ii87.8 T.C.
S= 1175.97 INV. a a w + W BACKFILL
1474 1 10+06.69 a a WOD CID
s=o.oi i i i LINE C.. l 1174 li7$ W o a .,.i w � -
`- i z J' z _ �, .+ J �I.. 1188
_ m
1
v W > d W •� _ ,a W G.L.
NOTE TO CONTRACTOR H m No ti Z H
a �+ an
z VERIFY LOCATION 8� a z O �d M m cvz z J IL = a~�aN ,��' Q� .9 CFS
---� '-'a� ELEVATION OF EXISTIN6 '� _� �__ _ c► _ .._ + .r _ __- 16 O H z __ate___-_ ___ __. W ,+� - 4.4F 8.66 6
_._.. .- t17E} - - - -- --- - _ _.. - 1'18'
Z O Z #170 CD M _Z .�•� .i .1 O W .� S O
�U S.D. IN THE FIELD. Oz W 01 J O
Ln O N =H t71 N ..4 FA a.i .t .i e1 to tf W '
1182. 0
+ sr t71 uo= N N wt � .4 '� J n + > ca ( . a TOPS WTR.
(� W cv tiM Nti -� + i 28.10'-36 R.C.P. i500D •� •� �+ rn ( Z a LINE 6 N/O C.F.
I ti ti o'"' 07
m � a +-to
.�W •••1 .� •4 ti + > m Z.+> •-� tat-� i i 8 O
L53.45'- 36" R.C.P. 1750D _ a * z H tiN � ,�,":m it Mt
U �� N ti Na o �ar+ am
!5 3. 90 2 4 R.C.P. WOOD ,♦.� � .i ♦ w +0 -1 Oin
rl.i
•a
SCALES Q zoo „am �" a + W
� N.ao + ., 43.47
HORIZONTAL 1 " = 40 ' _ Ti ..� .,
~� � 24 R.C.P. i500D
VERTICAL : 1 " = 4 ' --� LINE C LIN E 11 - „
_ LATERAL B i
17 18 19 20 12 11 10 11 12
FOOTHILL BLVD. 23 CURVE DATA
1.8 O A= 50'00' 00"
i 1.0 A R=45.00'
LINE "C" N L= 39.27'
(CONT.) , ~ a T=20.98
Q LINE "C" J `' _ e=4322'00"
60' WIDE PUBLIC STORM SEE RIGHT " U C!)DRAIN AND OVERFLOW � W }� � R=45.00'
EXIST. CONC. 'v Z �- a > F- - L=34.06' W
DRAINAGE EASEMENT. w H v c1. > (j. c1. W> OD r.
BLOCK WALL----� 0.83' J = z W z Z m H W Z c++ rz•4 of �ZH wince T=17.89' Q
SPORTS PROTECT IN 1.G' (n '� f+ m 't rn so M OD ,n ��"� �
PLACE o co <o en �+ cc OD N di Si >
J (1172.92 INV.) FIELD VERIFY O0 co c ori O 46 O W v O N -4 N r�cdWOD N �n 9_ SCALE - �" = 40'
01 � + 1• + 1. + ti + m + m + 00ODID +��
7 ti .1 O O O -4 O �1 d "'1 .1 _#_q.4 .4 to u
17-87.84 ^) /� .4 .4 .4 .� .4 -1 .4 .� .i -4 -4.4 d .4 F 3
(SPORTS COMPLEX LINE "A") J 24•
EXIST. 36" R.C.P. N 00°1.5'23"W 166.75' SCALE i° 40'
i750D PER REVISION �� - - --_- - - -- ----- - -- -
- --
I 1 1 I
TO PLAN NO. 1_43i-D - - - N 00°15 23"W 155.28 -G N89644j37'E 93.83____ I -- ---- --- _ I N 89044' T E 7 .1.7' - - '`�
DATED i/2i/92. I .W 1188.37 M.H. RIM - - - _36"SD_ -- # =24 sn- 3 B "�
i M.H. A
N o 5T.00' 130_41 _ 872.27
t 1175.84 INV. rt- PIPE INT. S48°22'49"E
-- - -- „ „ M.H. N0. i a SEBASTIAN 2 A A 3 0 8 48.36' WAY
22 19+43.12 LINE A C INT. = -+
i0+00.00 LINES "B" & "C" MASI DRIVE e•w - s•w x
N 00°15'2 3"W 166.75' 3 ' 33'
SEBASTIAN WAY -�_.-- ---_-__. •" W
° �� ST. STA. 10+00.00 INT.
N00 1523 W) +j1d (SEE ST. IMPROVE�NT PLANS)
COMPLEX (33.50') I I 1 LAT E R A L / - W
Opo �• �- Z " " " M t 8-1 i6L.F.
it o 21 LINE 8 I LINE A mm U
o, ago H SEE RIGHT z : I SEE LEFT t - 0
OD
.4 U �y
( � H C!�_ I.L.
z
Z>
F1. K H _ �� / �' J>
OD
m = W -� H M /`
r- r
m W
N V Z
Q CONSTRUCTION NOTES ��j >
r- M z 60' WIDE PUBLIC STORM O0 O0� co'n
n Q14
I� +
W { i r- INSTALL 36 R.C.P. i750D 'i Od S DRAIN AND OVERFLOW 00 CID
V) `/ °.° _ °4 o DRAINAGE EASEMENT. a wa„�,N
�a2 - INSTALL 36 � R.C.P. 1500D 6 '' � o ,
( 3 ��- INSTALL 24 R.C.P. 2000D f J I io _v} C ��ym 2
CONSTRUCT MODIFIED MANHOLE NO.4 PER CITY OF RANCHO a �- -r
"-' NO. 33753 ^T
CUCAMONGA STD. 321 AND DETAIL FOR M.H. NO. A ON DETAIL = � CC Exp, 6i-rj/au z-
ROCHESTER AVENUE SHEET 5. V W
WC/V1��-
• Q (n
LINE A CONSTRUCT MANHOLE NO. i PER CITY OF RANCHO CUCAMONGA STD. 318 -�- LINE C - LINE B11
--�-
L = S . CITY OF RANCHO CUCAMONGA
77 REMOVE EXISTING 36" C.M.P. RISER AND BASE. PLAN AND PROFILE
( 8 r INSTALL 24" R.C.P. i500D. - " " " " "LINES A 6 AND C11
1.0 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA �
STD. 307. 'K'=5' ,T=6' , 8� 'N'= 5 . STORM DRAIN
1.8 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA PARCEL MAP N0. 13845
STD. 300. W 8s V SHOWN ON PLAN. H = 4
E)__
PLACE CONCRETE BACKFILL ABOVE STORM DRAIN, CLASS "B" APPROVED BY DATE
CONCRETE 3000 P. S.I. e / �CITY ENGINEER �_. tZR.C.E. 24953
22 PROVIDE OUTLET OPENINGS IN EXISTING SPORTS COMPLEX WALL FOR DESIGN F RECOMMEN111ED
STORM DRAIN OVERFLOW PER DETAIL ON SHEET 6. T ODS T R . MNER, R . S . E .
T . R. B . 10373 Trademark Street-Ste . A
@�_
CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA P.0. Box 1614
DRAWN Rancho Cucamonga, CA. 91730 SHEET
STD. 336 AND DETAILS ON SHEET 5. (909) 945-2119
R . P. B . 6
_R.C.E. 33753 2 of
BY DATE BY DTE_ CHECKED Todd R. Br�er Exp. 6-30-98 DRWG. NO.
O REVISION DESCRIPTION ENGINEER CITY �Jq n
APPROVED APPROVED CITY DATE 9/7-9/9�_FILE N0. _/ ��%
PROJECT SHEET NO. OF ��
J J
00
_ = 1189.85 T.C.
r`
189.64 __._. _. _ ___.,. . .. __ _ ..__ _ _. __ _. _ ,____ _-__ ____ _____..__._._ ___ - -T-
-T
T _. i T.C. _ z _r___ ._ __ _ a , t _ _ . _.__ _ - T
H m ao c� BENCH MARK NO . 121-B
r. .+ ._I I � � j R.R. spike in the center of piling of the west wing
1189 �+ �* ii89 Cr � o wall at the N.E. corner of A.T. 6 S.F. R.R. tracks
Q,�2.6CFS � 0 and Rachester Avenue, Sec. 7, T.i S., R.6 W., S.B.B.6 M.
V=4.01-i7.02 PPS ao + _ 0 R +�
(%j + o `M° �' ELEVATION 1121 . 171
m
�(0 m o + _
m N
s- H.G.L. + PROPOSE SURFACE
y 1206
1206 1185 " ��� o- � ii85 +
S=0.282 H.G.L. o= 4.6 CFS I ABOVE S`fORM DRAIN tz. W
_ V'� 1.46 -13.34 FPS
' ' } > 0 aD
SEE SHT. 4
cn - ;
a I c i �'`�
W a
W
1
O)
W
C)
W'
_. -- ._- _. ._ _ --_.-___---. --._--- _._ __ _ _. _.-_._.._..._.. ._.__..___.____ �._ _._ ________._- -____. __ . _ _. .� - _ _ --- . _.---------- .__._ _ _._ ..__. _._
1202 1182 F > 1181 LO �, _ 67 1202
a
J H N J� O,"a.6.59-2 16 FPS
z a p M a0 I Itis � � z<
V I `i
' W M! W 3 ' W Z aA rj p V' + ?
W M M S '�ao '� z h 1-4 ti W m +_ � � S-O.Oi25
ii98 } v4 v4
co au'o't O X a �z., } ao "! �H(r -iI N a H.G.L. ► ii98
-+ OC �d in N M N 0 + 0 DD a0 + p
W .1 a .4 N ,p O ! Qi .-1 Z N W .-1.+I N Z
"' Qi z rn o ti + +� �+m rlMH 00 Z -I w 12.40 > v 1
ao + c� +Ui ; N� .� .ice 24 RIx
.C.P. ~' ao E0-0
%4 .gr4 CO -4 .•I-i N j II II 1500 D Mao 3 35 w Z m W = = J ; _ J
1194 � 53.,43 N LATERAL C- 2 W ari N ,}= � a =rf a. "" N � '" W -�> =` i O Cr � } 1194
W o) 24"R.C.P. M U J c+o GFS 0395 a co N 0. = v a �? z W ~ co
Z ov 1500D •-r + = . � N w , �2 S= J Z r-ma6Z .� ., r.-IL H 03
I'-'I O ti - _ . a _ ~ f-� n�oo W ti �t H �+ .-1 IA .+ J _ .__ _ .. N
aD �+ ! + ►1 a IV W W 1 S t,Z+ 0)M a+Lo0 dA N -� f�0 1 a LATERAL T E R A L C i ., J Z -4 W .+ Q,z m a) - 0 0
- W .4 Z" 0� N .i-4 -fin .+ .%4 �1 W = O) 0) 0 M 0 m 0)
.I H J O ti Ni T9.69� U .v4 -44 m O ao
1190 > c� ao + m m + 1207.74 T.C. � 0-
z f i i90
j C6 i a .a.a W 24 R.C.P.
o ( -+-i -+ 1250 D Q 1205.36 RIiA
- #4 18+46.25 1207
J ;c?z N .-, 0 M.H. E
c.z i I-4 apM so N 1 + FS FPS = I I
1186 _U11 N vw, oN UM cj co >U .I .Mr i2.56C� i0 g9 + f 1195.99 RIM _ !
_ 15 71.98 0- 1186
m r`Ih �o voi -{ ao w� 269.27 - 24 R.C. P. i250D
M > MM MZ Mr- + .i J4
�1- W aDti + -4,4 Nvi .4 W J 5:0.0167 M.H. D ai -1 N a
.!N .•1-i. ! f 1 1 - V N a-� 203
J.4 W -4.4 -471
oro46 5 CFS J> ! ' EAST R'/W S�`00 .�
- 5
8
F
P
s
_6• • z
V
J
S
i0 6
9 • f•1
- 0 __ ___. _._ ___ ___. T ______- ___.___.__.. __ __ _-__ ___ __.. __ ._ __ __ --.-_-____ __ _ _-_-----___ .__ ____--- t
s=o. . _ � _ � � -1193 l
60.5 CFS =rl W M m 0-
5 32.35 - 36' R.C.P. H.G.L.
D,p S 6 PFS CoM rn CL -, ,�Z I c
i �, til: r� ci , 12 50 D
1 8.0.0190 _ 50.8 CFS a m ao + m e w Q = 6.20 CFS
-'�� - 0 ? ig FPS ! m m + o -1 U)m V 2.00-11.30 FPS 1199
--+ A
V Z z a ' :-i w cn o lh
`i W ~ m __ __ _ BRICK 8 MORT R _ IU�r`
1178 } z w 6 � ' a N a } ` 1189 S = i iPLUGrrj N M W -4 } 1178
acf ''' ao = = N o)H N 0a. .0056 0 0 +a an H 1197.80 INV.
.i .4 N f
' =,z, 00a I .oI '� m +0 m +� � I a Z� 18+44.00 �
Z = an H ti + d M -4 M Z .4 M W } .� H 4!
PIPE INT.
1186.89 INV.
= I., a .4 �w i0+00.00 LINE E
~ ..O A N ao ao n 1186.70 INV. _ " „ 1186.72 12 50 D
SCALES j N M0- corn - .� -4 v4 -a I i0+34.62 85.34 - 24 R.C.P.
HORIZONTAL 1 " = 40 ' �'•`� tea~ MP- �`�+'0
Nao M Q �+.-1 aW 234.06` - 36 R.C.P: i2�II __ i5+69.73 INLET ELEV.
°-o, z .4.a .-I m ' PIPE INT. II u u u
VERTICAL 1 " = 4 ' �a �W� i90.4 - 36 R.C.P. 1250D Lf E STUB LATERAL C- 3 I
PRIVATE
12 13 14 15 16 17 18 19 20
� U 19
V 18 0 5 0 aD 24
In
...1 r1 ao Uj O > Um > + 40 ^o
Q f-c0 -J m Z W p 1Z•1 ,� a ^ / / O W W J
co fro
Li <
M to
Q �a to to Q ad a N of Ilq •�z Cn Z � N" �+ , �di � rzo 0 a) 70'
+ I ►+ os v
��� N� NH .. NNF- < i CURVE DATA
a N
-+CO '-4 .•1--Cn 1 M <O CjIN= H ~v , I
Q of
3.+-+ v,e' ''o m '+x u' v W x''01 24 o 0 I;+) ; A= 56° 44' 19" A=90°00'00"
Nen -fro o - o r-� r- F lei + H O A F
-- - ''` $4W J N > 4 � 0 NOD 3i O R=45.00 R =45.00
+ r+ o _ o� o, L=44.56 L=70.69'
%0-j+ > ao z N °D 1
�I W 1":9 - 1-4 " et O W M P of (n N� '
T=24.30 T=45.00'
f 10 NmOa In ma Hr� NM � � �tn 1 0
00 ; - - at o c+o oto Io _ q m N 3 = 1 ' _
MASI DRIVE '� v .+ .n o� W -' - _
v + > a + `n �; O A 33°15'4 ' O A 33°53'27"
SEBASTIAN WAY o e•w- -+ --i -¢--- - •4 -4-4tn aiD �� H F, cc I 1
ST. STA. 10+00.00 fE INT ~%o B C i 3 M _� �'�� 16 N ago ! a L=26.02 L= 26.62
(SEE ST. IMPROVEMENT _ a 150.86 -
r. -- --_ D _ °' + + to I W „ , T= 13.44' T= 13.71'
PLANS) Z N00°1523 W 95.86 p - -i -+N -+ .+m 1 , -j SCALE :i =40
- - - 36"SD- _ A= 0
1° 40'48"
5 1179.35 INV. ` - 2a so _ Sr _ O R=840.00'
-�1
Q _
11+84.05 _ -- _ - -ro i3 o
J.S. N0.2 A - -- - -- _ __ _ m = 1
_ 12 L 24.6 3
- - -- -
- 36' - -- '
(j-3-
3 -- - S0 -82, - i2 ---- -- -- LATERAL "C-3" T=12.32'
W8.50 INV. N 10°S1 1p, °'
11+39.49 B.C.
� / i0 i3 E M END OF _- N59°52 55 w A=09°25'45"
f _ ' I ST. STA. 17+98.10 MASI DR. O
MATCH ' LINE U 16007' _ DR. E i2 PROP SWR.- ' ST. STA. 81+40.49 FOOTHILL BLVD. R=840.00'
6 1178.46 INV. __ p I 87.37 ,
u+37.x9 G _ L =138.24
SEE ft M.H. 8 I ...... �� SHT. 2 � --- - _--____ � I 7-69.28'
•1 I
v; ------- -- F I
Q �o > W+ G _ N 00°05'3o"w i A=10°56'40"
u > of a z to _�- _m - 53.00' E
R=860.00'
: 60 w o'. ao nl i3 ---- I 1
tD co-a rn - n i rte- -- - i
Q N ' W ati m o+v' .4 �4(n w 1 Litt"- ' T=82.39?
U V J j J M H W III > of+ W I 1 1198.84 INV.
W f- rr 40 > -1 En Z O '+ -I J
zz J941894 E.C.=
•- --� �-- a M 00 CC to;5- W > o°DiQ w o 0 1 ' ST STA. 81+95.49
m tG Z �D aD� .4 -1 I
O N�Wv MOD GO � .1., /` M ~' INc ao'D N� ) _.; 11 si I 1198.99 INV. MATCH LINE
2M >o o) i9+30.94 =
Jz 1 ;_ M + ni SU)-1 "'nO ° M.H. F SEE SHT. 4
W I i8 z0 �' ��� , v �' I ' ST. STA. 82+07.49
� O °�D. + N � 06;! � � 82+07.49 LINE "F"
+ I
cn
°'-`LINE "E"
LINE "C" (CONT.) " ( PRIVATE) 6 '
I
SEE SHT. 2 DRAIN EXTENSION. i a
LINE CI
I
BY DATE BY DATE
( CONTINUED ) A REVISION DESCRIPTION ENGINEER CITY
LINE "F�� j APPROVED APPROVED
CONSTRUCTION NOTES
SEE SHT.4 J
-,;Nq CITY OF RANCHO CUCAMONGA
CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY OF RANCHO 48 CONSTRUCT CATCH BASIN PER CITY OF Rs4NCHO •CUCAMONGA
l
PLAN AND PROFILE
CUCAMONGA STD. 331 AND DETAILS ON SHEET 5. STD. 300 W 8r V SHOWN ON PLAN . H = 4i O
�� 19 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS a LL Li' ! ' NO 33753 �� 1 � LINE C CONTINUED
( 6 }- CONSTRUCT MANHOLE NO. i PER CITY OF RANCHO CUCAMONGA STD. 318, STD. D72 AND GUTTER DEPRESSION FOR TYPE OS AND i xr. 6i3f; i:48 '
'L' = 5'. OL INLET ON GRADE PER CALTRANS STD. D78. ClV��
Orr l STORM DRAIN
INSTALL 24 R.C.P. 15OOD. 24 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA i '9)F O �1 ;�P PARCEL MAP NO. 13845
STD. 321 . 7 , ss F CAI 1
13' 4y APPROVED BY � ' , . ,w� DATE �
10 CONSTRUCT LOCAL DEPRESSION PER CITY OF R.C. STD. 307. CITY ENGINEER/%C[C - �[CLG� 1.�C�' R.C.E. 24953--
K = 5 , L = 6 , A N = 5 . /I 1 DESIGN TODD R . EMNER, R . C . E . RECOMMENDED
-- 1 - 10373 Trademark Street-Ste . A
L2 INSTALL 24 R.C.P. i250D. T . R. B . P. 0.Box 1614
' DRAWN Rancho Cucamonga, CA. 91730 SHEET
i3 INSTALL 36 R.C.P. i250D. ; R. P. B . (909) 945-2119 6
1 - OF
.C.E. 33753
1 CHECKED Todd R. 'Bremner /- - Exp. 6-30-98 DRWG. NO.
1 , CITY DATE-1/28/41+--FILE NO.
PROJECT SHEET NO. o" L
OF
------- r ----- --- --
BENCH MARK NO . 121-B
I I R.R spike in the center of piling of the west wing
i I wall at the N.E. corner of A.T. G S.F. R.R. tracks
i and Rochester Avenue. Sec. 7, T.1 S., R.6 W., S.B.B.G M.
ELEVATION 1121 . 171
i WELDED (TYP.) ( *k 4 REBAR
rt I
M
_-__- _._-------- _ - SLY O/W _ N'LY R/W __-___ _- __-- -- -- -_ .----- f/2"X2" sTTRAP
_ ---_-__-- --_-_ -- ------_-__-- -- _-- -� - . - - -- L. S
W w + ? 66' T6�
� � � � � WITH 3/8" BOLT
} i3 53 52 TOP BERM GRATE ASSEMBLY DETAIL
I
N.T.S.
PROFILE E OF PROPOSED N 1 FOOTHILL BLVD. o0 0�� 2' FREEBOARD y�
o
' H TOP OF CURB N/O i 4i' � tititi o`` 41 I �, Q
ci PROP. SURFACE N '00 0- �� OQ1 w
STORM DRAIN �' I _ 0 Vy 24 CMP
ABOVE STORM F' O
i SLOTS
W ti 0 N W DRAIN W = � 00 5P - I m CITY OF RANCHO
O + 23 I= i I V- O� 'SP N 1 5 CUCAMONGA STD. 311.
PROPOSED SURFACE ABOVE Z Cj N ! co + CATCH BASIN 81 LOCAL N N 0 N ��D�V 1
C.M.P. DRAIN �i + m DEPRESSION (SEE FOOTHILL 1 Q' o � i21O
21 TOP GRATE: i J �� a v BLVD. IMP. DWGS.) f I N > r 1T ST GF
�` _-L._. `i °° -- i EX _ - - }r 8" TIP.
1205.16 ___.___ �. - � -�___.._ _ __-_.. ____._,-.__. . .___._-_-_- --- _ ,_ _ .•--�'- C P•
1
d W M �, R' 5TU L'IOI�TEE
OD Z
> a D -
1205.70 1205.70 + ' 4 ' c a
1206 -� --�- , 1206 °~ ' '1206 1206
i SET E SECTION IN
C.M.P. RISER' ! f 23 WET CONC. FTG. AND =� ANCHOR BLK. MIN. 5
11112.1 TYP. 1203.33 i i H.G.L. TROWEL INSLDE TO DRAIN SACK / C.Y. CONC. OR
Q,=i.6 CFS H.G.L. ; H.G.L.
' METHOD APPROVED
V=0.80-4.21 FPS' DRAIN PIPE AND RISER BY CITY
1202 g�0� 1202 i Q��5.5 CFS g=0.0073 { Ui7
V= 2.77 - 5.30 fP 1202 } 1202 �i N.T.S.
Q�=,6.7 CFS Q��18.2 CFS V=7.U3- 5.28 FPS
i i 23 S=0.0046 I 76' 4' `Y
V=5.71- 4.76 FPS j I
_i } J 41, titi.oQ o P�oQ��'
5
Z I W ti Z b�OQ
H 1
J
J i
a a
0
U O w eJ
;
H
i
1•=
J
I
� �M J ti
c0 C7 C7 J
_ _ - _ __-? r� . _ _..--------------_ ___---._- _ __._ -_ __-- -- --_ _.__ --------- _.-._ __- _ -_
_ f 19$ v W jZg6 �` w *�
•+O Z C� z N 0 H > d ] LLI ) O` Z U V' Z m C� w - w FLpYI
00 Nit NN CQ> 2 = i XCD = OW I Z � !zM dH Z Z =NN = H DQ Nln
0 CC) ~ d IH O a ' ' f1 N 0 c0�h N W I .-
•�-i .; .: =N :� ' °' O o rn 0 .0- ( v'.M N c0 m of N � �' �H J w a EMBANKMENT Fr
{ IMN } � t0 � Gs N I O O NO
NN J ACU jV jU � U rA (0 W� .� .� `i + C ` ! N �O � ti M H Uj 4, N W0 I MO �ZZ M .atOa ; ti 1 a
-4 t9> W Zm ZW Zm ZW 'TN c O ! O O ! O 00 +O I OtiZO � Q O � O � 00 ��� 00 +0 1: 1
O �
i Z ;H Z N10NNtoZ O + 0 + N + + NN O I bti0 v v
d �-+ F--r H .-r p N N
O , O O NN z F- $=0.005
j 45.00 J = Q1 I .0-► 01 O O ~ .� .-1 .+v1 07 W i N M co N M N N d' f .i.1 -�H .r COW ! i
3 = O e1 tf N N Q In ( .1 O F. .1 = wl OD rl OD
24 C.M.P. C? z" U i. 0 O � N ui ro ,o 4' CD r, J� 49.50 I 24" R.C.P.
" F -2-11
t 11 �(D z F-- v�imo+ � m + +� rn + id `s° I W.
LATERAL F 2 J a �.�N W wi CO �, N ., N ,.4 N .. t DETAIL ABOVE
a, ao ' 0D m `i CO `� 00 'i °D '4 00 i 183.48 - 24 R.C.�. 1250 D SEE RISER
SCALES °; °; z
1
w 356.40'-24 R.C.P. i�000D I I SECTION A - A
HORIZONTAL 1 " = 410 , t i N.T.S.
VERTICAL : 1 " = 4 ' LATERAD " F- 1"
82 83 84 21 85 86
W X
o� a 3 PROPOSED EDGE OF PAVEMENT. TOE OF BERM
o ago 9 ,0 H o SEE FOOTHILL BLVD. STREET '`� ~ 3
X z x IMPROVEMENT PLANS J X o ► 2 i�
w �` rn 't " w PREPARED BY MADOLE 8t ASSOC. '+J TOP OF BERM
m - d �+ Cr0 `yIIT
M W �� I
N F F-
+i m N o 3 2:1
a Q 17 0 p PROPOSED TOE OF BERM
TOE OF BERM 5 TOE OF BERM ap -i _ _ GRADE_ BREAK_ _
TEMPORARY STORM DRAINAGE
1 + 1 I CONTROL BERM T 1205.70 1Y I CURVE DATA
Y Y Y Y Y Y Y GRADE TO mI flm 0 n= 45°00'00"
„ - DRAIN e+ 11,/2:1 A.C. 1205.70 FS.
N 89°54 30 E, 45.00 '
TOE OF BERM WSD. SEE DETAIL FOR TEMP. TOE OF BERM i�_i If &GRADETO_-DRAIN R = 45.00
1200.84 INVC.M.P. C.B. HEREON. i IW L= 35.34'
rp GRADE TO DRAIN GRADE TO DRAIN 24C.M.F.. W 1205.70 0H 1 23
vT= 18.64 E.P. `+ i205.70mN I s= 22°3000EXIST. UNDERGROUND TELEPHONE CABLESLATERAL F-2 i6
F.s.� - d R= 45.00
FOOTHILL-
- BOULEVARD - ✓EXIST. is" C.M.P -�-- E.P. s 9' / ~E.P T= 8957
12 0 $ 91+68.62 OL IN o m
81+40.49 rt INT. °0 PROPOSED '
N 89054'30"E Q Z m - MEDIAN ;; � 'i
ii 20 DETAIL dF TEMPORARY C.M.P. CATCH BASIN R= 45.00'
1198.84 INV.
M.H. F U SCALE i" = 40� PER CITY OF RANCHO CUCAMONGA STD. NO. 3ii 2i L= 15.07'
ST STA.81*95.49= 1198.99 INV. LATERAL "F -i° NU_ W �J N.T.S. T= 7.61'
i9+30.94 LINE "C"= I �' 0
81+95.49 E.C. ST. STA. 82+07.49 AND PROPOSED
�P�RS LIDNE O W M
82+07.49 LINE"F" \ Z
a'�pc�3>
r-
---------- ------- --- -------------- ----- --- d- --------- sow --------------{--------------- - -- � _ �- -- f- , ----------------- ------ >
----- ---------r -, - ---- x d_ W
J EXISTING TEL
V Q
N 67°' W N 44054'361,E 9 CONDUIT K 10„ o CONSTRUCTION NOTES
....... - 16.07' 18.64'
_ - Cr
- - - -
-
INSTALL 24" R.C.P.
000
D.
o _
II( - ,
° - r• -'- I N 89°54 30 E 281 92' „
1 9 I C. "Fn 15 INSTALL 24 C.M.P.
0 ,� I�
" CATCH BASIN AND i6 FILL EXISTING 18" C.M.P. WITH SLURRY OR REMOVE.
W H N mti � M0 o� m m �m �;;M LOCAL DEPRESSION
mom+ .oto Na m r, r` IOU IT > pm ! SEE FOOTHILL BLVD- IMP i7 CONSTRUCT DRAIN PIPE AND RISER PER DETAIL SHOWN HEREON
H J W �+ �+ -4N �N Z O + N� F-rZ-� 'n�W ` -
Z M �� m �m tpoo �, ��� +m `+°ma owGS.) 20 CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS STD. D72 AND
W m� C"� �� m~ a m�d it Co I'_ �� ��a GUTTER DEPRESSION FOR TYPE OS INLET IN GRADE SAG PER
W °amp aN am am am 0o d m a 00 a`"� CALTRANS STD. D78. BY DATE BY DATE
►--•� F-H r w F-F- N F-NF= ~~ NN ~~Z 0 REVISION DESCRIPTION
~ z �'�' `��' V)to �"� "' `�~`� Nm �� MOW 2i CONSTRUCT TEMPORARY C.M.P. CATCH BASIN PER CITY OF RANCHO ENGINEER CITY
III m APPROVED APPROVED
W (23) CUCAMONGA STD. 31i.
� " �' i2 INSTALL 24" R.C.P. 125oD. CITY OF RANCHO CUCAMONGA
23 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER CITY OF RANCHO
LINE F CUCAMONGA STD. 336 AND DETAILS ON SHEET 5. PLAN AND PROFILE
LINE F
< r STORM DRAIN
{`'vC BFr f C _, , PARCEL MAP NO. 13845
L� APPROVED BY DATE _
NO. 337.
Exp 6/30/98 1 x CITY ENGINEER __ R.C.E. 24953
DESIGN RECOMMENDED
TODD R . EMNER, R . C . E .
T . R. B . 10373 Trademark Street-Ste .A
P.O.Box 1614
DRAWN Rancho Cucamonga, CA. 91730 SHEET
(909) 945-2119
R. P . B. 4 of 6
C.E. 33753
CHECKED Todd R. Bjjremn Exp. 6-30-98 DRWG. NO.
CITY DATE'L��`_81g4 FILE NO. L l D
PROJECT SHEET NO. C"10 OF ��
y r U
p O s =
SHV. o4 W .+
n� 1s�9 8o R8 Ec o ff o
_j o H
Q4q J r
P �
0
O' p
0
R ti~* �O rr O +
36 1�D .ti 24 H
„ 2
P G a
7.58' S6 y' ,� m ra
CL
-- —. _ N W
----- Q 8.0.0350 -� m
S= 0.0350 a 2.06' 5.52' _ N LINE ��9
�� 0.46' 0.46'
LINE B
11 — h h0 20 v
16
41°52' 34 ------------
"
1.50'
Z:'p'k
N
O
1.50' 9�• 1.70 Z� •ps• o
.t S'0 28 S ? 90
fo JO• ts9 92 - amu'. '3h g �''' -
io OR 1t"2j O? uC• q N 5,r �°�aQO N _ _ N S= O.Oi00
liai.67 INV. to2.54' LAT. ° F2'u
o o 12►17.17 BEG. PIPE � 5
4O
o b As.
1200.86 INV. 40
RSD O Roti PIPE 2.62 IN IL rn
O cv 1.50'
C.M.P.
`r O io
pd, ii79.88 INV. 'i
12+12.18 i `4 o
,L4►�Q iiai.3i INV. ip PIPE INT. C
11+89.25 BEG. PIPE C; J°
tv 'k 0.54' 0.54'
y x' e" h 1i 7 9.8 4 INV. 24"
`+y O 12+iO.iS E.C.
Q° o W
a►T o r
TRANSITION STRUCTURE NO. i e, s old o a
NO SCALE14 °+ W U) J
o Z
�Ql0 in J
f
JUNCTION STRUCTURE NO. 2 col4 JUNCTION STRUCTURE NO. 3 TRANSITION STRUCTURE NO. 5
NO SCALE NO SCALE NO SCALE
s,
o +
°190 ti# poh o0
3 r
/�lb
ss rJ 4.08 tib'
h
?y x
h 0
O � aN
h
rC11 .9 c�6,?V
r etc
ti` A
O J,o
�-
o Os•9y
'>Oro 0G. �9- .010
OA
h9 1 ro 1°x rs 6 A
06 d' 1 06, 63 C O
yOr ��• AOo 4Qo 0A
h!r 9 rtiL O �' O
6
FC tig
AlAF 50' R rop 1.50'
1175.84 INV. 61/2" THROUGHOUT
CL PIPE INT. 4501 BY DATE BY DATE
REVISION DESCRIPTION
LINES "B" B"C" °D a S= 0.0073 N _ 1 _ - N S= 0.0073 ENGINEER CITY
0 N LINE "F" 2.10 5.02' LINE "F"
1175.75 INV. APPROVED APPROVED
19+41.29 END PIPE CITY OF RANCHO CUCAMONGA
W 7.12' DETAILS
~a
" p 83+80.76 rt PIPE INT. STORM DRAIN IMP.
1200.24 INV. '�_ �•`}ii 1
3s° �; - - �,y FOR
CO aR�� �2� PARCEL MAP N0. 13845
o �
MANHOLE A TRANSITION STRUCTURE NO. 4NO. 93753 Mn APPROVED BY - DATE
NO SCALE ��������
NO SCALE Exp 6130/98 � CITY ENGINEER ��I/[If'� �:(e
* - R.C.E. 24953--- --
S� 0/w P DESIGN TODD R. EMNER, R . C . E . RECOMMENDED
,
T. R. B . 10373 Trademark Street-Ste . A
OF�q�IFS P.0.Box 1614
DRAWN Rancho Cucamonga. CA.91730 SHEET
(909) 945-2119
R. P . B. —.1JJ� 5 of 6
R.C.E. 33753
CHECKED Todd R. Bremner, Exp. 6-30-98 DRWWG.. NO.
CITY DATE_R.L`e/el4 FILE N0. _M 91 7 10-
PROaECT SHEET NO. 5;27 OF ��
PROPERTY LINE
Mjle
0O o 0 �c a �O
190.23 F.S. �,} .-
1187.95 F.S. 1187.95 F. S. 19 MAX. GVNt�� �, J
!91 .20 F.S. pF
1207.82 F.S. 1207.84 F.S. SEE FOOTHILL BLVD. o
IMPROVEMENT PLANS �-GRADED a.91' 0"4.INLET TYPE OL EARTH �1207,82 F.S. 0.50 1207.86 F.S. M�
8.00 - --' I.. 1207.74 T.C. --- --- I� .•.•.'. .
f
0.67' y i 3.50 - - __.. _
O _; ,
1187.86 T.C. g� 1187. 86 T.C. 1207,73 T.C. : I o 10.50 { -- of 1207.82 T.C. t%
1187.86 T.C. b 1187. 86 T.C. B.C.R. I IA pl_• 1207.80 T.C. o
Mie 1187. 19 F.L. 1207.06 F.L. Gv 1�
1187. 19 F,L. .I ` I t�1:; 1207.15 F.L. xk
_ :r•�------- _- ---` - _ � - -- --- -- 1.4.00 -- -�''•� _ i6 E . .'.'.'.'. .•.'.', . . . . . .
r. O 5
G . .
1186.86 F.L. . 1186 86 F.L. - �-�' 1206,74 F.L. - 60 `�' . .�
12 06.80 F.L.
E �p r9 /
/' •\ :, - y9300 (194.16) T.W. /
� � • •' .. T .. � . . .pE.y . . . . . . . . . . . .'.'I./ . . . . . .
. t �rc`?�. O F y'. . . . . . . . 188.40 F.S.
G. . . 3r . . . . . . . . . . . . . . . / EXIST. BLOCK
WALL TO
1207.36 F.S. 1207.35 F. S. MAX. . . .. . 3, .'.'.':.'. .'.': . . .6:5 :................... REMAIN
1187.42 F.S. 1187.42 F.S. 4,.00/ 190. 37 F.S. . . . . . . . �. /
LOCAL DEPRESSION : . . . . . . . . .. . . . . . .
CASE �� DEPRESSION FOR TYPE �`' . . . . . . . .' s'. .'.' ' : :.'.'.'.' '� 411,
41 /
S B a r�
OS a OL INLET ON GRADEt91.20 /
lb 2:1 F.S. •.�.+. . . �g �% / /
O� MAX. /
. 5 (194.16)•T.W. / (186. 50) F.G.
CATCH BASINS "A" a "B" CATCH BASIN " E .'.' B, / / / EXDIST. WALL
NO SCALE NO SCALE OE
CO 189. 44 F. S. 2. 1 . . / /
/
EXIST.
LANDSCAPING
PROTECT IN PLACE
REMOVE 9 ALTERNATING BLOCKS IN
SECOND COURSE. AVOID STEEL
�� �\ 24" 0. C. INLET/OUTLET
188. 16 F. S. / j / EL = 186.83 TYPICAL 22
PROPOSED / /
RD. N/S OF
DEPRESSION FOR TYPE OS EXIST. / / / EXISTING FOOTING F+r
/ / (186. 16)TOP G STl
1198.70 F.S. 1189.77 F.S. INLET IN GRADE SAG / `\X of FTG. (TYP.) ggoc - -
1205.23 FS. 1205.23 F.S. / -
EXIST. BLOCK. / / �� i/`� -
r•. -_•, WALL TO / i i
1 - - - - - - -i8.00'- - - -- - -- -� --'' \�. j �j. REMAIN GRD. S/S OF / i i� �
0.6T -moi _� �`. �G EXIST. WALL
'•' �i
1189.58 T.C. 1189.61 T.C. .I o�' 1189.68 T.C. 1189.70 T.C. ,\ 1204.60 F.L. j
E.C. 1188. 91 F.L. ( �j' 1189. 03 F.L. / ' _� \
- ,- -T - - - - --- -r -- ---- -------:-7c'• �LANDS CAPING
1188.61 F.L. 1188.68 F.L. - I
1205.60 TC. I 3.50' I 1205.60 T.C. 1205.60 T.C. Q� / �--EXISTING
• +• I p % / A.C. PVMT.�
\ :\ ,, 1204.93 F.L. p I 1204.93 F.L. /
. 1205.60 T.C.
I I EXIST. 6" CURB
• `• : ----J 20 TO REMAIN
INLET TYPE OS SEE FOOTHILL BLVD.
1189. 15 F.S. 1189.26 F.S. /1205.68 FS. 1205.68 F.S.
IMPROVEMENT PLANS
LOCAL DEPRESSION
CASE "B"
CATCH BASIN "C" CATCH BASIN FOVERFLOW SPILLWAY DETAIL
NO SCALE NO SCALE
NO SCALE
LOCAL DEPRESSION
CASE "A"
118 9.33 F.S. 1189.50 F.S.
,•t1188.81 F L , . 1188.91 F.L.-k.
1189.81 T.C. I 1- 1189.91 T.C. 1189.95 T.C.
1189.78 T.C. O 1 1189.28 F.L.
E.C.R. 1189. 11 F. L. I O 1t.
0.67
�4---- - -- - 16.00 - - - -- - _:
1189.90 F.S. 1190.00 F.S.
CONSTRUCTION NOTES
CATCH o BASIN " D"SCALE 8-
9 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS
STD. D72 AND GUTTER DEPRESSION FOR TYPE OS AND
OL INLET ON GRADE PER CALTRANS STD. D78. BY DATE BY DATE
20 CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS D REVISION DESCRIPTION ENGINEER CITY
STD. D72 AND GUTTER DEPRESSION FOR TYPE OS APPROVED APPROVED
INLET IN GRADE SAG PER CALTRANS STD. D78. CITY O F RANCHO C U C A M G N G A
22 PROVIDE OUTLET OPENINGS IN EXISTING SPORTS COMPLEX
WALL FOR STORM DRAIN OVERFLOW PER DETAIL ON THIS SHEET.
DETAILS CONTINUED
r •
STORM DRAIN IMP.
FOR
- f� PARCEL MAP N0. 13845
APPROVED BY `/��7 � / � DATE
01 Z CITY ENGINEER //�J / "Q R.C.E. 24953
NG 33 753 3) m DESIGN TODD R . REMNER, R . C . E .
RECOMMENDED
F xt, 6/,3n r,g
T. R. B . 10373 Trademark Street-Ste . A
P.O.Box 1614
` v`, DRAWN Rancho Cucamonga, CA.91730 SHEET
(909) 945-2119
---�
R. P . B . 6 of 6
R.C.E. 33753
CHECKED Todd RR.. /Bremner` Exp. 6-30-98 DRWG. NO.
CITY DATE 28Aj FILE N0. N�l9-D
PROJECT SHEET NO. a 8 OF JAG