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Nss ss STORM DRAINWROVEMENT PLANS FOR
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CONSTRUCTION NOTES o� ,� �e�o(ECS/O"ql "
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31 CONSTRUCT 102"" RCP (D LOAD PER PROFILE). No. 20596��" m
Exp. 9-30-05 COMMUNITY FACILITIES
CONSTRUCT 96" RCP (D LOAD PER PROFILE). 1- P
39 CONSTRUCT 36' RCP (D LOAD PER PROFILE). DISTRICT 2003-01A
OF CA0 APPROVED BY DATE:
41 CONSTRUCT 24" RCP (D LOAD PER PROFILE).
CONSTRUCT 18" RCP (D LOAD PER PROFILE). CITY ENGINEER RCE No 24953
46 CONSTRUCT 54" RCP (D LOAD PER PROFILE).
CITY OF RANCHO CUCAMONGA DESIGN :t' Mose na2o11.dhillA.e. RECOMMENDED
CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 BENCHMARK N0. 10051, ELEV.: 1300.686
R.C. r° _F s.�.aso
D o I(1 C N Mvim CA 92614
SET 2" BRASS DISK IN CONC. CURB � �I� �� voin!949.2s1-8e21
56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PL. 333 CURVE TABLE STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN SC H U1 T2 FAX: 949251-0516 SHEET
# A R L T 10051 1987" AT THE NORTHWEST CORNER OF D.L. P l E R S ENGINEERS SURVEYORS 10 26
BASE LINE ROAD AND SWANSON PLACE 0.25 OF
A
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DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. -
APPROVED: OF CURB RETURN. DATE '1FILE NO
I:\46604\IMPLANS\CFD2A\SIPI0.DWG 8/16/03
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CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA
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�— CONSTRUCT 96' RCP (D LOAD PER PROFILE). F INT 5�3' - W 47 '.1o,��PF Nf 1,��,�� �` D STORM DRAINtMPROVEMENT PLANS FOR
33 CONSTRUCT 84" RCP (D LOAD PER PROFILE). 111�ss.96 UNE vGc i SNF . 184 SOF Ess,c
=10+�.� LAT A-�- LINE "VGL�
34 CONSTRUCT 78" RCP (D LOAD PER PROFILE). 5k A !� BFc. ip�� ��``����� C' �,o�Fy
CONSTRUCT 48" RCP (D LOAD PER PROFILE). x� \Q�1�, J. 2�3 � X LINE VG 2�3 F �' N �m Z COMMUNITY FACILITIES
\\ Q �. L, No. 20596 „-1
38 CONSTRUCT 42" RCP (D LOAD PER PROFILE). , ��� 5BJ tis 55' 1 a4, * Exp. 9-30-05 * DISTRICT 2003-01A
41 CONSTRUCT 24 RCP (D LOAD PER PROFILE). clVlt �'
CONSTRUCT 18" RCP (D LOAD PER PROFILE). qTF� CAI�F� APPROVED BY DATE:
44 CONSTRUCT MANHOLE NO. 2 (36" PIPE AND LARGER PER CITY STD. PLAN 319) J•S. ® STA. 111 +66.96 J.S. ® STA. 18+63.33 CITY ENGINEER RCE No 24953
o- CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 CURVE TABLE CITY OF RANCHO CUCAMONGA DESIGN , -,F MCRS1 17320WhillA— RECOMMENDED
t52 — CONSTRUCT BRICK & MORTAR PLUG # A R L T BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. _ `""•'S°
DOR 1 G M l..ine,CA 92e14
SET 2" BRASS DISK IN CONC. CURB , 1 x Vicar 940-251-8021
54 CONSTRUCT MANHOLE SHAFT PER CITY STD. PLAN 323-A A 24° 13 '44" 867 . 00 ' 366 : 63 ' 186 . 10 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN t ScmutT2 rypL 949-251-0516 SHEET n`
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55 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. 334 B 45- 17 ' 17' 45 . 00 ' 35 , 57 ' 18 . 77 ' 10051 1987" AT THE NORTHWEST CORNER OF D.L. PL NERS ENGINEE RS SURVEYORS 11 OF 26
56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 C 27° 19 ' 03' 1772 . 00 ' 1 844 . 85 ' 1 430 . 61 ' BASE LINE ROAD AND SWAAVENNSON PLACE 0.25
MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 2{)586 DRAWING N0.
D 45* 00 ' 00' 22 , 50 ' 1 17 , 67 ' 1 9 , 32 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. -
APPROVED: OF CURB RETURN. DATE .0� FILE NO 9l�
I:\46604\IMPLANS\CFD2A\SIPII.DWG 8/16/03
PROJECT SHEET NO. �34- OF )5-7-
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CONSTRUCTION NOTES -
j� oZ $to N 4
mom' --�w�• 52 STORM DRAINWROVEMENT PLANS FOR
34 CONSTRUCT 78" RCP (D LOAD PER PROFILE). 6�6 -_ D> �`� QROF ESS/0
LANE VGL
35 CONSTRUCT 66' RCP (D LOAD PER PROFILE). `�8'ase, ry a ��` _ �`` ���``l Cl`yam
CONSTRUCT 42' RCP (D LOAD PER PROFILE). 4).
INT- •VGL", � s �' No. 20596 COMMUNITY FACILITIES
41 CONSTRUCT 24' RCP (D LOAD PER PROFILE). 12� a Exp. 9-30-05
123+66 T. A11" A �� LINE �1 SGL * * DISTRICT 2003-01A
CONSTRUCT 18" RCP (D LOAD PER PROFILE). 123+6452 ,10+00 fir' �qT C1V►� �P
44 CONSTRUCT MANHOLE NO. 2 (36' PIPE AND LARGER PER CITY STD. PLAN 319) END PIPE 123+71.28 FOf- Ck-\� APPROVED BY DATE:
45 CONSTRUCT MANHOLE NO. 1(MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 318 BEG. PIPE CITY ENGINEER RCE N 0 24953
CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 123+66.02 CITY OF RANCHO CUCAMONGA DESIGN _ RECOMMENDED
M O R 5 F 17370 Redhill Ave.
52 CONSTRUCT BRICK do MORTAR PLUG If MH SHAFT BENCHMARK NO. 10051, ELFV.: 1300.686
R.C. � Guile 350
D O k I C N keine.CA 9761
CURVE TABLE SET 2" BRASS DISK IN CONC. CURB 1 I Voice:949-751-8671
56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN SCHULTi ll 949-751.0516 SHEET nc
M.H. 0 STA. 123+66.90 # A R L T 10051 1987" AT THE NORTHWEST CORNER OF D.L. F I- ERs ENGINEERS SURVEYORS 12 OF LV
A 27° 19 ' 03' 1772 . 0 0 ' 844 , 85 ' 43 0 61 ' BASE LINE ROAD AND SWANSON PLACE 0.25
MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 20596 DRAWING NO.
B 38°24 '38' 867 . 00 ' 581 . 23 ' 302 , 01 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. -
APPROVED: OF CURB RETURN. DATE '1=--FILE NO z-C)/
I:\46604\IMPLANS\CFD2A\SIP 12.DWG 8/16/03
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56 ® CITY OF RANCHO CUCAMONGA
s 56
STORM DRAINIMPROVEMENT PLANS FOR
CONSTRUCTION NOTESI � VESI
C.
VGL O4f,"ql � LINE "V L"
35 CONSTRUCT 66" RCP (D LOAD PER PROFILE).
No. 20596 m COMMUNITY FACILITIES
a- CONSTRUCT 30" RCP (D LOAD PER PROFILE). * Exp. 9-30-05 DISTRICT 2003-01A
41 CONSTRUCT 24" RCP D LOAD PER PROFILE . N
F INT CALF
CONSTRUCT 18" RCP (D LOAD PER PROFILE). 10+87.06 0VE 'X• CURVE TABLE APPROVED BY DATE:
CONSTRUCT MANHOLE NO.1 (36" PIPE AND SMALLER PER CITY STD. PLAN 318) =10+00 LAT. X- X- Lai o # A R L T CITY ENGINEER RCE NO 24953
44 CONSTRUCT MANHOLE NO. 2 (36" PIPE AND LARGER PER CITY STD. PLAN 319) ? �"!�"� A 52° 16 '35" 45 , 00 ' 41 , 06 ' z2 08 ' DESIGN yes.., MORSE 1732DR.dhillAve. RECOMMENDED
44-57 '25' 22 , 50 ' 17 , 65 ' 9 , 31 ' CITY OF RANCHO CUCAMONGA W,,,50
��oBENCHMARK NO. 10051, ELEV.: 1300.686 R.C. , D O K I C N kvin.,CA 92614
CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 �" C
5-55 '52- 867 , 0 0 ' 89 , 75 ' 44 . 91 '
SET 2" BRASS DISK IN CONC. CURB , ; Noise:949251-8621
49 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331 D 47-48 '48' 22 , 50 18 . 78 9 . 97 STAMPED "CITY OF RANCHO CUCAMONGA BM
DRAWN SI HOLT: FAX: 91P251-0516 SHEET
56 CONSTRUCT JUNCTION STRUCTURE N0.4 PER CITY STD. PLAN 333 J.S. 0 STA. 10+87.06 E 5°54 '26" 833 , 0 0 ' 85 , 88 ' 42 , 98 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. P L NERS ENGINEERS S U R V E►ORS 13 OF 26
,,-j�d-
BASE LINE ROAD AND SWANSON PLACE 0.25
F 49° 02 ' 18' 45 . 00 ' 38 , 51 ' 20 . 53 / MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 20596 DRAWING NO.
DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. --- I� I5
APPROVED: OF CURB RETURN. DATE 'RC1 FILE NO
I:\46604\IMPLANS\CFD2A\SIPI3.DWG 8/16/03
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+ 0100 =3.f •o 0300 = 5 '
'g '•� } ��• ? V =11.19 o W V =14.0
1215 ^ y 5 1215 � 1 =1.8 1215 1210 i '`� �' ' '1210 RSP MST 49..30 w'CONSr. 21.80 LF aR1cx a� MbRTAR
• �1. : �� Q10t7 I Q10D X38.4 ` ? 18' RCP-2000D 18' RCP-2000D PLUG
V =11.39 1
o+ 1k� o� •� Pik• V =3.99 i n� 1b
1
+o ruo o� ; 4 � �,,, , 1 0� , LAT. A Ir LAT. A
b1AD =1.6 • �O N� njN V -4.01 wm ^ ��•Gb Q100 w 00
_ - - -
V =gas o �- + rt a v =1.75 1230
m w m 24' RCP-IMM
6000 CONST. 11.91 Lf �`
CONST. 49.50 CONST 14.97
18' RCP-18000 '? $
18` RCP-180OD 18'RCP-2000D
4.08 LF
1 24' RCP 1600D i 4100 =41.5 + 1
-14.9 V =4.31 o W W 11 �Q lon ^ "�"
t
igloo 14.9
l w m Q -�3.9 igloo =13.0
' V ;-7..32 1 E'DNST. 68.77 LF '�=1.24 I _ + �' V =7.25
,. ,� s +. ,. i _ l 42' RCP-14000 CONST. 14.91 LF !� ' GbNSI: 82.24 Lf
LA 'T. A- %9 LAT. : A- � LA o - I
24' RCP-1600D i .SF r
LA ! �A- Ir R 1 24' RCP-2000D f
i
1 ' LA T 'A tr 'LA 1. "A-12 �,� F
1
i f ' FS OVER SD +
i
w
MAN- --M'-
MINIM
8 �
1 CS 115 W118
1235 ,
b + r R f ! >�1ao' *--yaq'
V=6.2T 1-6.24'
} w +11• Z
Alp•� M ► EXIST GROUND %.e 1
S {{
i UL.TWATE ►
w
F5 OVER SD $ ' fS OVER SD ��• _-`_ l �j. S 19 ; i
121 �I ---- - -
'�1t1n
C8 17 j i I } W=7.o' �fdlD W=1 ao'
11�=180' W-10.0' 1 S i
V=4.0' ... V=6.19' � � s' '
V=6.02 0776
V=6 6r j0tt ;
Puc w�RKx 12`10 1210 ! '� � �, a$ 1225
j AIIORTAR f
V -13.41
1
t
s �
� y
1 � i
V -9.48 m y
t •W
v '1
l� �ti ��1• 1 � CONST. 5f.o3 LF 1 COWST. 22.51 I
IA gra p�1 t � # 1 ti � 18' RCP-2000D 15' RCP-20000 t
_ SEE PLA ON SHT. �3
o,� 8 + 12b0 1200 ��°�5 a ; LAT. A-i5 LA T. A-16
V -0.84 I
i
Orw 04.3 m Cloy -a7
V =1.37 y V =�09 '
1 + � i
1 . O+� �i C k O+
W
^
r 1 1
W 2.5
w I i h
j
V 1.41 +
' Q10b =4.5 ., _ 9y tf L°Y�/NS•9t ?t6t.
` V =1.43 NST. 19.04 Lf 72.f9' 26.64 24' RcP-2000D 1 0 18' RCP-2000D
X88 LF 1b 18' RCP- s CITY OF RANCHO
w � � "A 0CUCAMONGA
24 RCP-1600D LAT A-6 LA T. -8
CONST. 9883 LF
1 STORM DRAIN IMPROVEMENT PLANS FOR
4 48" RCP-1600D t
1 T.
w 10 : : �� Q�°�E�S`0�q COMMUNITY FACILITIES
LAl A-�►O t LAT A-T' , o
DISTRICT 2003-01A
LAE ' 1 i No. 20596
- { d Exp. 9-30-05 !! f�
PRo�E SCALES f LINE VGL
i + HORIZ. 1"=40' `�yJ �1V1�
i SEE PLAN 6N T. 1'l I VERT. 1"=4' F a` �L`F APPROVED BY DATE:
PLAN SCALE CITY ENGINEER RCE NO 24953
CITY OF RANCHO CUCAMONGA DESIGN �� m0It51 173208edhillAve. RECOMMENDED
1>,_40' -- 5oih eso
BENCHMARK NO. 10051, ELEV.: 1300.686 R.B.M. o o K 1 C H Irvine,CA 92611
SET 2" BRASS DISK IN CONC. CURB -, vbke,w9-251-8821
STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN - s uI.T2 FAX: 919 251-05 1 6 SHEET
10051 1987' AT THE NORTHWEST CORNER OFrt 2
BASE LINE ROAD AND SWANSON PLACE 0.25 D.L.� LP A N E R s E N(i I N E E R s SURVEYORS R v E r o R s 14 OF 26
MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20.596 DRAWING NO.
DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. ---/�/�
APPROVED: OF CURB RETURN. DATE ILE NO
I:\46604\IMPLANS\CFD2A\SIPI4.DWG 8/16/03
PROJECT SHEET NO. 37 OF :50-
FS OVER SD
� FS OVER SD
.� 5 • Rm L
< <u CB 13it
RK
,. Z
FS OWR SDCB It
W ' _
p�4.0' '�' r-i N 1`b ,(C+ o+ •� g N � ° ag t` ��� N ��e, �`� ULt1MAl t
V=4.3' -J -
-
L- -- C8 12 $ o ,�� '(G W-4.0, V--4.0' ; �ti FS OVER SD,
W=4.0' N
16.6' ---------
��� ' Ha
1
O
4
M 1
•
J
1210 ,jam 120 0 12b8 � Ptuc w ... cx 215 _ FxrSr. cR uND 1215
` ► ��,�� PLUG WIBRICK
MORTAR 1
�o hv400
1202 1210 Hafoo 1
{
t
.� .Os
V =13 12b0 1138 ; 1197 1205 ^ • 1205
+
lop
�c V =7.5 0100 -34.1 1200 w '
: �- ; + i
.. V -4.82 w
�
!
13.36 $ CONST 49.74 LF ' CONST. 101.93 1F �e �$
c W p1w=2�.2 24" RCP-2000D 36" RCP-18000
V 10.53 10 1`1 10 ;9 0100 -1.3
� I
.�
- - _._ _ 1 1195 �1 5
consr. -CVNsr. 2a - �.s _ a =r��
LA_T w-. L E / 6S.y1 �'� =16.29
24" RCP-2400D lo 18" RCP-2400D a
CON57 Lf
LA Ir. "A-i" LAT. "A-2" 181' RCP-1e00D s CONST 104.27 LF i
f 30"RCP-2000D
10
LAT "A-5A"
LAT` A-5 I r i
r r
JU _
f
I
h
�$ � 114; V=4.0'
I
o ,EXIST. GROUND
' 100
l
I
+
{y
t
A ✓ • a
1
} I
1
-1216
121 6
ULTIMATE N
— FS OVER SD
i
HG401210 I {
I ;
t + s
I ,
} 1 ! 1
MORTAR
4 205 _
_ . _ K ._ _ 1200
e' few "1.1
1 :200 �A 1200 s p v 11.22
'moo , • •►
COAST 5J.57 LF 1 r
18' -18000
10 ! t y
1
r
7
i i t
,
r
• or r
/w{ .-. -. - _ -.. - _ - .. .. -....._ - _ -_.. .. ........ .. . ...... .... - _ _ ....,__,.-. .. ..... -.__..._ .-_ ..........,- .. ., ......-.-.._..,. ., ... ... ..-_... ....... ,- ., ...,,.. .w_.,.. .... ..-.,.. .. ..-.. _.. ....... ,.. .. ,» .-. .. ..a ., _.„- .P d . . . s -.. .. ... .–_ . - _..,,.. , ._.. _ ,. -..,.. - .... ....
!g a — +`V =4.95A T" -
"A 8A RIFj
0
CITY OF RANCHO CUCAMONGA
CONST. 102.79 LF
54"RCP-14ovD t STORM DRAIN IMPROVEMENT PLANS FOR
Q�OF ESS/O
COMMUNITY FACILITIES
LAE 'SZ" DISTRICT 2003-01A
1
{ '
cm
v' No. 20596 rr
RORLE SCALES< j a* Exp. 9-30-05
P * LINE "VGL"
HORIZ. ,"=40' PLAN N 8HT. 11SFS` PLAN ONSHY. 10 ' " ' SLe.E O CA�,VERT. 1 =4APPROVED BY DATE.
PLAN SCALE CITY ENGINEER �4 RCE NO 24953
CITY OF RANCHO CUCAMONGA DESIGN 4 M,ISE 17320R.AiflA.. RECOMMENDED
S.ift 350
BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. _ DOKICH lrvi ,CA 97611
SET 2" BRASS DISK IN CONC. CURB Voice:919.751-8871
STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN ! SCHULi7 FAR: 919751-0516 SHEET
10051 1987' AT THE NORTHWEST CORNER OF D.L. NNERS ENGINEERS SURVEYORS 15OF 26
BASE LINE ROAD AND SWANSON PLACE 0.25 _-_
MILES WEST OF ETIWANDA AVENUE, AT CHECKEDE NO 20596 DRAWING NO.
DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. --- X9/9
APPROVED: OF CURB RETURN. DATE FILE NO
I:\46604\IMPLANS\CFD2A\SIPI5.DWG 8%16/03
PROJECT SHEET NO. OF