HomeMy WebLinkAbout981-D fi + : _ + _ - - - t t t- - BENCH MARK
} # I ! , ► ;
1 I 1 y 1
BENCH •
t } ATTHE 1�WC OF HAVEN AVE. &
1 19TH ST. , 44 FT W HAVEN
/yI y�/j/S 1
1 i i I
i 1. •' 1 A . �-. �- I -� 1 -�----}--+ -- �--�-- �- - � -� 1 & 83 FT. N. 19TH ST. , SET
} DRIVE PIN w/C.S. TAG IN TOP
:
l I AORT3EE. END OF A HEAD WALL
1� I - - - -�+ - - - - -fi - ---1- �- 1 �♦ + - - F 24" CMP--ELEV. 1430. 686
: i : NZ } 1 t t t t ! 1 t
- -
,
- }- - - - - 7
=p ,--- - - fire. . t
;
hW.Z.
or
Ott
et re
A
eX/.cr . • . . . . . . : . . +
� � /p8 •RCP �. �' � 3=0,.0032 + ice;_
--
U O.DOS
Its
. . . . . . . . . . . . . . . , . . . . . .
11 CO3v�r 757. 60 L. �" K CP. ' : I
�Oiv�r 47ra7 L.� -/101
-
i moo,
I /
}
. . . . . . : . . . . : : . : . . . . . .
410
Rr / :
I
IL
M�/�
X00
5 t00 /(o
TVV
f O /4 /
fa0
O
2 /�
7f Oi0 8 f� ' � /O fOiO //x•00 /
"F L
f
VA
� v
® /
1,Z6 7o
I
2 0 r
/ \? , ,�N rA r�
Q9 5T /y 7
x
�XlST 5r0 b /N x
h
too
/ v \ -ILL /N C,,yAVklEl_ 9 I
+ —_ a► 0 N
9 - LINE irk „
LE �4, ME
®� 7-ALL G�-wO,,en 1x47 ,40
DESCRIPTION of REVISION DATE APPROVE
T o
CITY f RANCHO CUCAMONGA
' Co/VsTi�I�GT/d N nror�s cc1,�z v� ,r�QTQ
TRACT 12802
�-9 O— r MASTER PLAN S.D. NO. 3-4
. N u •
coMV . VA,&1a0Ls .4 �E/e CST .5 /.� ,t7WrR NO 5/0 47 022 " 4500' V, /-.59'
S T Y T
9 N07- _/uNCT/pN STRZ)CTU?rE PEft OerAll- O/V -'Hr 23. ,S /7°03:5 " JOGb' 2108/' /550'
CK
APPROVED BY DATE
N RCE No 23889
G T Y ENG E E
/s coN�T /s "P.v.c. , Ti«� r/P.�, ofe fit/-pfeov�o Cpc/.�►L (G=�'� . DESIGN OF SAN BERNARDINO COUNTY MUCLE AND ASSOCIATES, � RECOMMEpt
0 D
/7 CeN6 . a"/��/G. �.: �) 5rc�2M �qq.t/N • _
R. '�A tG
�, DRAWN
CONSULTINGAND LAND PLANNINGERING SHEET
a-QONsT, 6" /
V-c--, (Ls9'� SrOJ�M D /n!• L 545 N. Mountain Ave.,RNIAte 86
UPLAND CALIFORNIA 91786 I� OF
7a--- coivsr /$" R c R 3r0/rM ,Ol'�/t IN• P N N f?(71�) 94G-e949 Eo
HECKED RCE No /'¢� DRAWING N0.
a----coNs7. /o' P y c. CL-4 5�1'�M OTA//V-
clrY O A � F I L E N o fIG'7�2- I
:
+ } - +_ 1-- l 1 + 1 - +- - - -- - -
I 1 - - - + - - + - - - - - - - - - - - -- BENCH MARK :
;
- - - � i } }
1t � �
{ 1 ' ! t t `{t - - - t - - t - t - - 1 + 1 BENCH
_ - -- AVE.•
--;- �� . - { -- +-- AT THE NWC OF HAVEN &
•
i V t ; 1l1 i 19TH ST. , 44 FT. W. HAVEN
1 : 1 { j } } - -- + ^ - - ` :- -- - + +� & 83 FT. N. 19TH ST. SET
-� !1 +--}-- t - -1-- DRIVE PIN w/C.S. TAG IN TOP
i V t �TG1R QUI//V �' ; ; � i' AT THE E. END OF A HEAD WALL
-+ -+ -- 1430. 686
t '100
i CMP ELEV. 1430. 6
FOR 3-24"
,e /ti/ ,y �� �E P ,� :r r .,v . ✓z� YS�T. o /n,/i. Yf i ; I. i i ` i ; i
,
IL
A46'
1 ,A,5—"f I –Nt .
- : — _ -- - - - — -- - - - - - _' _ — _ - - - -�
. t 1 1 -- 1 + - 1 -� + - - - - -. + -
y
t
-
, 1 1
L t 1 4- 7 4--
✓r JAI/ i
;� i LL -11 KA ;
- - - -
-
1 ;
1
Lc i t i 1
1
i
1 - - - - - - + -- - - - - - - - T 4-
-
:
1
i 1 1 - _ I ' -f/� - -
} ; + f + � I
1 ;
,
, 1
-4 '-J J-1
1
� N � 1 1 1 a
-.
- - - -
• f 1 } -t � .- - - -- - - -, -� � ��
, 1
,
,
o �1
P N i i 1 N
�• 1. ; .�tom. ; : i i a + i i \ ,` i i
r. � a 07 �.�i y, .c . + } fi - t �o �-+ rt + fi o , fi
Q
1 ; , � I
i 1
� c ,
i - - - - -
f
1 . } + } i ♦ f ♦ 1 * t + t -- 1- l - � 2 Wit- - +- 1 * --
/02 1 7..t
�, b i i i i i i jj 1 1 f
1 1 t 1 1
# - -- - - --
I O 1
j
i
t
I
iT
t t--
. .
.V r•
. I . I . I. . I . . I I . I .
1 : if
/G�4lO /7 010 /a7401D /�fGY� ?07400 2/�OiO 127400 230.0 247400 257400 Qro7460
NI 5• /a' /a' S•
2
� - I
I
W �
t �I� o
I NORFOLK a ,0je,
a
II r
9
11
lot
t 1 •�
a � U n
►� ►, 9 9 ,� N �• L1N�' E
a
G •
(� �.
m
1 EE O
e�' PR BILE SHT.
PE �. No. II �4 - _ �
67Ci�M Or'S,t/N � /� 5 M 1= 12 N �
e5 57?7RM,ORA/JV y, jc3� [a4h/N � O � (L '
,
f R. TR. A6• /267. CYY?19 u u ^ I I 2
EAtM �C
ANT
7 /2 76 3 P /2 II
G.
P
� .r CTY/'•) � 7 40 E 15J/7' � � 7
G
J N � 5 J c� � o�
I -
g _
I A �
� Q '� N �� ��� a
o
zt
u p P
1
e• O 7
d�
� r
NO
I
o� 4ie 0� t2 I
rro� 6/J �i��3� _ � IA�'
�
Q ✓06 N a
"FO -1Z
� 2
o c�
3
Vz
i0EE rROr/LE 7AA0V5
� � o
2
W
Z
s
J 1 it
/iVST�.4�G3� NPCP. 8
GPRpt�� DESCRIPTION of REVISION PATE aoPROvE
,2�oz-� CITY of RANCHO CUCAMONGA
TR N -
COW Izzlorlo1v Morr5g;
k, COST. R. C.P. TORM DRAIN. ` ~ TRACT 12802
G
IQ--- s _
Q CONST. 84" R. C.P. STORM DRAIN. P�V
a—CONST• 18" R. C.F. „STORM DRAIN. cu�y� V,,4r,4 MASTER PLAN S.D. NO. 3-4
�-- CONST. MANgOLE A PER CITY STD. DWG. NO.. SIO. ,
�- CONST. JUNCTION STRUCTURE PER DETAIL ON SHT. NO. 23 .
a--- coNs7' 7"Pb�hi'cY ,CSR/GK /LUG. l d Fz e T
/7 Cpc/s�' g"RvG. (�:.�'� s�q ,G�t/N_ � /•�'.�5�" �XeO' 2d 70' //4.VO'
/ co/"r c" RV.c. (4•�')-ro" ori/w. //°30'04" 960' /92.70' 9067' APPROVES 8Y
I s r , '
� cows7•. ao I�.c.R {G=9� $r0/�M b/e/t/N. G 2 OS 55 960 :3�0.00 /B.OD G T Y ENGINEER . � RCE.No 23889
n 8° Oro'/2" 6/0' 1/4 0' 5737' DESIGN A LE AND ASSOCIATES, INC. RECOMME 0 D
A=, ,� OF SAN BERNARDINO COUNTY
e s6/0, l �G
0 15.0 52 fs
� / 3 483 7
CONSULTING CIVIL ENGINEERING
� O° 501 !55, 6/0' /2.00' 000/ DRAWN AND LAND PLANNING• SN-EET
545 N.Mountain Ave.,Sults 1o5 ��7
6/0 ' gyp/oQ' .30 rjQ' M L UPLAND CALIFORNIA 91786 __L_L__ OF
PH Ne(714) 94G-09401
HECKEO RCE No �¢
DRAWING N0.
cirY OA G /8 FILE No ��•19/ 981
T TBENCH MARK .
: { l
} 1 1 i t } t I t 1 ' 2 t } t • t t t t -t 1 j i i 1 t ` ATNTHE N41C OF•HAVEN AVE.
i {!
& 8 3 FT. N. 19TH ST.} 19TH ST. , 44 FT. W. HAVEN SET
4- � .
DRIVE PIN w/C.S. TAG IN TOP
-- - - --+ -+ AT THE E. END OF A HEAD WALL
- - i - - -'--t- i 4 t - ~'
��-t
1 i i fi
{ i l i ^ 13u/'ic4tG� G►1�? - - 1 } } - _+ - f�i,' k -+ @,{� 4- -4- - - - - FOR 3-24 CMP--ELEV. 1430.686 I
iiQ/4!.ORA✓rV : !� ; �1 t i t �i i
4 4
/2 rod
f FJ
i i 1 : r ;
12 �• fir:o� o � �: �'' � ,y6•L. '. -
.
4 4
1 i N y ;
:
:
:
t •
•[ 1 . :
• ; ( . � . . \ � . . . . , / / : i { t � J ' ' � } } } } : M N ;til t t t i ' '
A.
" . :mss
2!6p md
,� 337. 335 92rj
7-7 �2¢ � � � �
GONST 5�oJ L:F N 84"R G.P GON�T 250. 53 'G. ~ 8/'��f�G P. a ? o
/0+00 i lQ5
��(5) ��
n • .
}-
20 foo 271400 A4 f 00 "f00 O t 00
C,
Aly-
As
'20'!G•
E P,eo�iLE �H r. 22 w./0.09 29
7 �� L N
77e. 12802 -4
__.�-U14, 8 1�0 5
, 8 SOs•4LE � /"' = 40'
L 01-32.33-CNS/0" .01, �i
tl GlN� 1-f
$�
3,N 05°3 "W = LINE "H
!O „
k =OtGl�00-
19 20 oz 21 � � / 2 3 4 5 �0 7 8 a � o o �� ; �2.8 ��
N O O // lI TSR `��• I 5EE�K0�7LE N .1. Z 2NN �t9
9 Z
2 N L IN � c a s �- �3pVE/PG5 Q5 t-�J
�. ne
d s— N 05'05"E
09' n Sys '►
_ GINE .1 h 7*
01
P�zoF�� sHr �
n� -¢� 26/4 f
�
`V N � Z J
� tig N pN 2
Q N
N
o
s�E �Ro�r ter. 22 � ►, = N z �h
_ o
N �-
24 23 22 38 37 w v ,� Z8 27 26 25 2,4 23
� o �, •8, 18 5 �o � J L/NC "K"
• p Q3 23
o
5 b
4iH 7- 22R I P T 0
� o
D ESC I N o f REVISION
'+- 23 3 -- GATE APPROVE
S
t1 + rl-
ClUXV5
u �
a �� � • 9 CITY of RANCHO CUCAMONGA
9
N-° L1 X '- L T 9
11143'03" 450. 010' /3.50' &. 7!5, - TRACT 12802
I4°42' 20" 450.00' 1/5. 50 58.07"
G /6°0'11 " 450. 00' !46.63 73.97' GONSTR[/GT-10N NOT55 MASTER PLAN S.D. N O. 3-4
Z0 - CONST. 84" R. C. P. STORM DRAIN.
CONST. 81" R.C.P. STORM DRAIN. COUNTRYVI W DRIVE
�—CONST. 24" R.C.P. STORM DRAIN. APPROVED BY DATE /-3
CONST. 18" R. C.P. STORM DRAIN.
-CONST. MANHOLE "A" PER CITY ST.). DWG. NO. 510. CGTY ENGINEER RCE No 23889
CCNST. JUNCTION STRUCTURE PER DETAIL ON SHT. NO. 23.
�Q
CONST. JUNCTION STRUCTURE "B" PER CITY STD. DWG. NO. 509. DESIGN MAD LE AND ASSOCIATES. INC. RE COMM LADED
OF SAN B INCOUNTY
COUNTRYVIEWDRIVE CONSULTINGG CIVIL CIVIL ENGINEERING INEERING
DRAWN AND LAND PLANNING SHE T
545 N. Mountmin Ave.,Suite i05 Ia
A4.M. UPLAND CALIFORNIA 91706 OF 2.5
PLIO (714) oI46-e 014 q
CTI
Lill
NECKED RCE No /¢� DRAWING NO.
Cm' OAT FILE No Xt-741 981
i
BENCH MARK :
.vll1 i i i Q 'd BENCH MARK NO. 96-B
:W i. b AT THE NWC OF HAVEN AVE. &
j V : : :d �1 + 1 m - 19TH ST. , 44 FT. W. HAVEN
i .� 1 _ �q _ & 83 FT. N. 19TH ST. , SET
DRIVE PIN W/C.S. TAG IN TOP
AT THE E. END OF A HEAD W
i 3r0/�M �R N - ALL
i i +3+ t ? _ FOR 3-24" CMP--ECFV. 1430_686
. . .
. . . . . . . . o . , -
. . . . . . . .
I
i
. -- ' X05
-
.
�6 S 12 -- ` G H .�. -
. t ��Vie. 's
} F - 'G t� . . . . . . . . . . . . . .
HG'S: !���' �,�;.2?y" 2G'I�. ,2�J ,
h. . . . . . . . . . �'`� I . . . . I
O �`rt�� -- - - - - - - - - - - - -- --
E ti i2 c� . I��$ 1 . . . . . . { . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . .
NZ
. . . . . . . . .
. . b . . . . . . . . . . . . . . . . . . . . . . . . . r
. . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . .
Q . . . . . . .
1lt�f — . . . . . . . ��r
Q1p $ h ii . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
m .....f7�', vh 1 - - - - - - _ - _ - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - ---- -
1 W — - —
; a "• 1 . . . ; . . . . . . : . . . . . . . . . .
.
/ S �2B.�6 .6274.34 9.45 57 .
,��303 ! Q/�—.'�¢ � _. . . . . . . . . . . . . . . . . . . . .
MNST" /71. 99 �.F N 8/"� G P. X2.5 COW. ' 702.04 G•r- 71P •G P }
� 4
LIN NA . . . . . . ! . . . . . . . . .
Ile
. . . . . . . . . . . . . . . . . . . . . . . . . 1 : I
.47000 ,16 fob 40 7LOO 4/:400 421400 43f0�0 441400
G INE � 0�� �.a�,rz c%Q,��N L INE #0 1210
13
` Q i
Ulf'
4 � � � � . ? � ,�o � o Z �� f'RO�ILE � . 23
kz -A g 'o N I °' +J G•f' _ UT�,e� STORM JRA/�/
Z� W po J ;� 12 + h , v g g + o O 20 ENI K ,
-
-�
vzr
a
L,INE c o r sem, INS 'I O E.G. �
�E /'Ro�ic� skT. 23 � • � 9 , �� � PROs/[E A vE+ �. x�6 20'��100'
1 7
19.45
0011
000
3 IS
�'�v� b M o ` �1 .Pe✓Isla'fo .f 10,1Ws Orsi! t4*-•yc�-0'c i.� '$ 4110414e1`0
A-� 8
47' l nes Ti'oc-i; G ZO to IX
/2002 'OK /2002-G ower gw*ie�dea1 Tio���ru�vs,
%sh DESCRIPTIONof REVISION
GAT% APPROVE
Ob
4l0 _o z o
$ 13 ,0 �� 9 5'
CITY of RANCHO CUCAMONGA
z - o 40�6,4ol,,/�,���r �T TRACT 12802
I- r A, �� z-g 8 Gr MASTER PLAN S.D. NO. 3-4
-0'0,0(2'0z71" 350. 00' 9676'' /4 39' hVer a a s �G� GONtP r)KUO r/ON NO T FP
2°5341" 35000' /�68' 8s¢ ' L L �� MoNT COUNTRYVIEW DRIVE
S��'PROF/LE SyT, CONST. 81 R. C. P. STORM DRAIN.
G /ro°22'09" 350.00' 99.99' �j�34-' t� CONST. 75" R.C.P. STORM DRAIN. APPROVED 8Y DATE -
b 172/'09" 35000' l0(oGb' 53.4/' �--CONST. 24" R.C.P. STORM DRAIN.
CONST. 18" R.C. P. STORM DRAIN. G TY E NG'NE ER RCE No 23889
E 3'30'24" 250000' 153.0/' 7ro 53' �— CONST. MANHOLE "A" PER CITY STD. DWG. NO. 5I0.
45°00'00" 45.00' 35.34' /8.�' $ CONST. JUNCTION STRUCTURE PER DETAIL ON SH".•'. NO. 23. DESIGN MAD AND ASSOCIATES, INC. RECOMME D D
„ COUNTRYVIEW - CONST. TEMP. BRICK PLUG. DRIVE ,r2 /.� OF NB CIVIL ENGINEERING
20 23 25 .350.Q) /2¢.S�i 62.9¢ CONSULTINGGCIVIL ENGGINEERING
CONST. el-,e 6TD, v .9,eA1X1. DRAWN AND LAND PLANNING SHEET
3/.97' /(`63' I
545 N. Mountain Ave.,Sults 105 Q �C
,G1 L �3 UPLAND
(7A)I 946-0-14q
1./
OF
KECKED RCE No �` DRAWING NO.
Girt OA / FILE No 44 981
82/-5'
- - - - - - - -- - - - - - - - - - - - BENCH MARK
t
1 _
I
t ♦ 1 - - - � - fi - - - �- - - - ' � -} -� � -} � � � � -� � } BENCH MARK NO 96 B
II ' AT THE NWC OF HAVEN AVE. &
19TH ST. , 44 FT. W. HAVEN
- - -- -- - { - - - - - - - - t - -+ +-' - - - -+ t + - _ _ & 83 FT. N. 19TH ST. SET
i
. � OC V w C TAG IN TOP
. - - - - - - - - - -� 1 r 1 ATITHE PEN END OF AAHEAD WALL
i l - -- - -- - - - - - - - - - - - - 30 . 686
♦ fi , ' : FOR 3 24 CMP ELEV 14
1 r i
- i
- - - -: ? -r
' �• ^ I -j4WR 7K2 AV-1'94 7211
I
. i
l
F c;8#2t
- i + - -- i- � - +- - -� 1 t -
4-
t
01, 101 --� fi x a Exl'sr 36'" M $s -
: - 1 t i t - - - — +4
"�� t l ; i ! ' � e'•a � ~ N � T/C/�C/. Nom. •I I i I I
{ } I ! �' ' �G6✓ —+ 1 + i — t I
* . fi
G _ -t i L_-fi i-
f t--+.- -�—
�25 I I J I1 t I , ' +
I - - - - - - - - _ - -
- -
- -
OAAIA
LJ
t t , t + + +--}- i t
1
l
,
- - - - --
• i000S 'a,� 4 i { { t J 1 t } i } + t - j - } + . .� --t -� - - + - - t i i i57'� 2 �d L.F.- "''yP�3.ft ►`i'': {`!�1) i 1
W
42 7r,
11 (
-
I =7'✓B G.'Pr t t
. . . , i
.t
-
,
,
i i i i ✓O U ♦ + + 1 t # t i 7L /1r t - t r t
♦/ �G
} 4 f
to i i t t t t t � .
1 t � � i i i j � t c i �I+ i
PROFILE
f >
i 1 1 L! -
I 1 I i t t 1
i c :VE�tT.�l11-�4/ t F c �
I I ti
iy
o i
2
3 4
5tL
0
v 46
v
z � � � � z v z� �. • ,, I
I5Gr4L r =
-
N N ° N ap �X15T 5T0/�M ta)+IN
I I + PER TR. NO. /2072
o -� O o SPRUCE AVENUE N
�u) r ' I
„W /0I Lr\ EX/5T.
f2!/T1J/r� IMPROI/f�1�NT0 N —_— 24 R.G.P. _
'�' N 3° 04'18"E M _---�
: A
s con�r/t 9. 75' 5
loo
'of
i
r7 I
too N
EX IS r
� (3°04'18" E
.VI� V� 25.40 ' EN` 3G"ie. .P
y� P vE
QQ 01. -11,0 1
22.74 ------
I✓=¢�,; /�E 11 �l T-- F_X/5T. STORM I )"IN
A,�• r=¢.� P25R Tie. NO. 1206!5
G;4,d7'� l4, v 5F� �'KOPI A,!!50v'6 A&. 23 AWG. N0. X 84
I'I
I US 7 fro,
G
� �
Q-
��
DESCRIPTION of REVISION
MOUNTAIN V15W PIT. GATE APPROVE
CITY of RANCHO CUCAMONGA
TRACT 12802
MASTER PLAN S.D. 'NO. 3-
CuRv,� r� T� �oN�r�U�rloN Ivo r�O 3 �
rvo a L r I
@)—CONST. 36" R.C. P. STORM DRAIN. SPRUCE AVENUE f
A
51003e'10" 45-00' 39. 78' 21.30'
8°06'00" 990. 00' 140. 00' 70- 121 CONST. 18" R. C.P. STORM DRAIN. APPROVED 8Y DATE /— (-S(,
G l2°13'2.i" 45.00' 9.00' 4. 82' @__ CONST. JUNMION STRUCTURE "A" PER CITY STD. DWG. NO. 508. GTY ENGINEE ` RCE.No 23889 I
7° 46'37" 45. 00' Co. ll' 3.06' 6a-- CoNs1: 24" R.C.P. s gem DRAIN. DESIGN TA A } AND ASSOCIATES, INC. RECOMMED D }
25°20'24" 4.5.Gb' /9. 90' 10 /2' u6 /e.p. 0 AN BERNARDINO COUNTY A �` ;
�- GON3r TF_MP. ORlGK' f'L
�' 44°39'30" 45.00' 35.08' 18. S4' DRAWN CONSULTING CIVIL AND LAND PLANNINGERING SHEET '
t
545 N. Mounteln Ave.,Sulte 105 �C
U PL ONL'R 4) "1146 ALIFORN-294`1 91786 20 OF �.►+..�
NECKED RCE No DRAWING NO.
CITY
DAT (3 df _ FILE No .2.5 981
!
BENCH MARK :
t t
BENCH MARK NO. 96-B
4 H
f + -� :— {
1 19THST ,CFHAVEN A
44 FT. WHAVEN
c & 83 FT. N. 19TH ST. , SET
t 1 iI -� + - •--r ---i` 1- - DRIVE PIN w/C.S TAG IN TOP
t
t ; t } i t ! AT THE E. END OF A HEAD WALL '
- FOR 3-24" CMP--ECFV. 1430. 686 r
i
I : I
I i
:
}
1- j t i t '
t t . t - -- - - { - - — t - - �- - - - -+ - I I
- �-
I t A i I ! Itil
2 : 1 �—'{2
41
F
t
T
I A
_ i 1
t t--�
:
{HALL ' `1/�l ;rUr�' 7 ;
:
t t
- - - -- --- ��
�r)zbr i F114`13H UR,�,ACr. i .i��' J S� - _ _ i j_,4:- '� :GdMGRET __ � sg'°� i GO/YGKEr
,
Nb
: eNQ
.
- - - - - _
It } i { } 1 t iQ1.QdOd. : -
GONGIt'gr�' i ' i : t f i : j 0 5 K 0:0 �'
t
L/N ' -- - - -- - ' ' - ` -- f4P +
34 I i
E. t 1 r i ' + r fi + i Gf�r4f I,�! FLD U�'YE -} - -t
�
�✓ s�cG. w.s. i } ft � t' } > � t � � - --�-- - - _ - r �-�- � i- - � P Ol' 6/�r4X��1� �P:Of�YG E' -� - i -i --1 - - -�-- � t - 1 _+ _ ` � � � � ' f _ '
5 - — - - - - _ -4
1
,1 ' 4 +-- - - -+- +-_ --+-
t t
�1 I i t
`i : : -- i
t + 1 1 l t t 1 {� 1 ^ . -
lV `Q - - -- f 1 : 1 i . . . . . . . . . . . . -
N V O
fj . . . . . . . . . . . . . . . . . . .
i t i5 �� G : : ; i +
i _ �„' • - _ - - - - ?NST' 22.7L' 23. 12 L F "R - - - --
•- - -/ 1 - PR FILE: .: : �/S G.P.
L� S-'3 / OO �D i + fi c s Wil': ,p �=65 /5� DC7
,
+ 1 `VEtRT t t { rt f
- - - - - - - - - - - —
9 f 0D i0-00 04- 00 9 foo i0 tai 9400 /o+x 0400 to 0�0
2
2 �o SALE:
ffw
`� p
k.
? \ I a 39 4o e�
� g
vki -� �. I G07' nog,
LOT I/C// �
n O l0 20 V ( - �—8 rV
o •• �F ro /N (Pi oy MXN _ -
ya> I eR/Iloe ro omw1v C� /or. Minn " b -
`�N ro I�YUGf/r \ y cam' —L ! ! --- e s / ee /cam srnRM 7 TC r 4 a7'
L )7- 90�� S c/ER —
/ ,ftse-tif�'t/T P5' — 7 Tc �� v 4�, 6RApe_ O q3 AIN 6/o7: ?!N.
�W
ccw.0. l9 � bZh \ r0 ,b1gYl/GHr � gc ' 004 W
.17 w=4.zv 7 N I N 005 'G0"W
/ c. v= _�
�s'!✓IGL<S'JZK'.1 _ - " TR�tC T / 2 6 s9 3 e / 37 l� (o� 1 7 R• N9 X2802 (;
—4 - -- - - -
PWA/NV
Ac
1-07
pT' 46 //
„ -' 4 I o
s , a LWAN/ M v MEADOWCREST CT.
6055,
2 78 ' 1 � -
`,�h � �
I /8 17 /6 /S 29 �q 34 3/ 32
5
GREE Tb�4r4/N� /.01:N!/N. � � 1 �
ro 0/4 YL/6HT MONTECITO CTO
I N l or
7�. Ng 19602-2 ru,��o uriL Irr 0
E,asE,NENr To BELVEDERE PL.
�'
- � AGUvSTEv LOT L//VES ANO LOT NUrVIB�s FOie
W 1 rfAGr5 /2802 f' /2&02- � PE.e AMEA,49ED
G.c• tfc�Jd
- rte GURYE ,c�r� DESCRIPTI ON of REVISION
A = 45, 201 09 - DATE APPROVE
R ` 4500' CITY of RANCHO CUCAMONGA
`9 L - 35. 7/ '
TRACT 12802
00N5T-IQUGT10N NOT"E5p STORM DRAIN PLAN AND PROFILE FOR
a-- CONST. 18" R. C.P. STORM DRAIN. BELVEDERE PL. WARWICK CT.
MONTECIT CT. ME DOWCREST
—CONST. RIP-RAP ENERGY DISSIPATOR & ENDWALL PER CITY STD. NO. APPROVED BY DATE
517 & DETAIL ON SHT. NO. 23. GTY ENGINEER RCE.No 23889
DESIGN MAD AND ASSOCIATES, INC. RECOMMEND D
OF AN BERNARDINO COUNTY
CONSULTING CIVIL ENGINEERING
DRAW N AND LAND PLANNING• SHEET
545 N. Mountain Ave.,Sults 105
/Q•f�./H• UPLAND CALIFORNIA 91786 2 l OF !
PNO 1'(714 q�6-2949/¢B/
HECKED RCE No _ DRAWING NO.
cirY OAT 6 //I �sS- FILE No 981
a
t + + 1 t t + + - + + . - _ - - - - -
BENCH MARK
,
. �
I I t
I
} +- BENCH MARK NO. 96-B
AT THE NWC OF HAVEN AVE. &
19TH ST. , 44 FT. W. HAVEN
1,` & 83 FT. N.
i ii i j fi : V J 19TH ST. , SET
4- DRIVE PIN w/C.S. TAG IN TOP
i ; }t } i -- ' - , - - -- �--�---�-, --- - �- -- i -L _� -_ - .. _ 9 ' _ ._ AT THE E. END OF A HEAD WALL-+
t 1 J J f ; i J I t ^ l9 ' 1 , z N ► i i 2 ^ 17 p FOR 3-24 CMP--ELEV. 1430. 68x6
it
IAI
;
�-
1
77
01-flic- '
r1COP OYER :PI t . t z t - J►,y,, - - to - /yr'
sc l
k;
1/ 1
,
I fl .. . . �. . 1 t • • • f . ♦ - 1 -- -- Ra/1J - `+ _-1 .,��- -+ - - ! -+--�+ -- -- 4- 4- - --' -- - -+-..-+ r- - + ---1--�-�- _ -. 6 / -1 -t - - - - - - -- - --
4 4
ti►!5. __ _. I I i 1 t 3 8 •WAAL
, I
:
I
fir /�� t 4
i
1 i fi rt G + +
i
L A
\• ' t i i i i 1 { j t i } Y tl ♦ - - -- - - - M _.�. :- -� -- + i 1 + t 1 -� - +---- ---+-- --+�-
. V
V I .
. . . . . . . . . . .
• t }
j 41
.._4-
1 ,
1
j
:�
-t- -+
( ; } {' ' j } i N ; , L1 i ' ICON T. 128.9 L. - " •G. -
'. � `�
. . . . . . . . . . . . o - -
1 T �` ♦- 1
t --
Ir'S 7r
Gb� r �m7�+�.� - -� GOPVST 5�
'GdN T /745 f-%8"Je�OP i G�1✓T 2/�2L.� /8"I�G.t' i �/�- �7 /25Q -=D' ,
i8/� /�SGb D f ; Q�,� =3��/fz90 G i - - - PROFILE i i i I"= 40' Q, =�3, / OD -O ��_ /7�' /250
I O R. 1 4 0 ''�y/
1�._4 / N A i -
i VERT. ...!`" :L� N K M � I
�r-
i
; STORM DRAIN CONSTRUCTION NOTES & QUANTITIES
UNI T_ l2W2-/ /2802-2 19009-5 /2802-0 OFF- OlrL= 7OT�L5
- CONST. � R. C.P. STORM DRAIN------- - - -- -- L•F /57742 /577. 2 L.F
O-- CONST. 84" R. C.P. STORM DRAIN=----- L• 353. l 5. 37 ! .9/ Ol 9G.F.
�--CONST. 81" R. C.P. STORM DRAIN-- -- -- - - -- ---- L. . 155.59 070-05 4 8.52 L.F
4 CONST. 75" R.C.P. STORM DRAIN- -- --- -- ------- L.11 /5.9,3 �08�0• // 702. L•F
�- CONST. 36" R.C. P. STORM DRAIN-- - - ---------- L. 528. 35 9. O 577. 95 L•F
6�- CONST. 24" R.C.P. STORM DRAIN.-- -- - - - - - --- - - L. . 25.36 2 JIrp 51. 05 /9777L•F.
a-- CONST. 18" R. C. P . STORM DRAIN.-- - ----- - - - - - - - L•F 09.00 -275 CoG 43.0/ ® 8 �a-0r-a-T -4SZ•30L.FQ
o--- CONST. MANHOLE "A" PER CITY STD . DWG. NO. 5I0 - - - - -- A. / � 67A.
�- CONST. JUNCTION STRUCTURE PER DETAIL ON SHT. NO. 23-- -- - EA. 2
o--- CONST. JUNCTION STRUCTURE "B" PER CITY STD. DWG. NO. 509.--- E .
/�- CONST. JUNCTION STRUCTURE "A" PER CITY STD. DWG. NO. 508.--- e^ 2 2 E/F.
�- CONST. TEMP. BRICK PLUG-- - - - --- - --------- CA. / l /2 kf• Erl.
CONST. RIP-RAP ENERGY DISSIPATOR & ENDWALL PER CITY STD. NOr-- E� / Z 4-
0014,'3
517 & DETAIL ON SHT. NO. 23.
CONT Z7' lw•C•P. (Gsq/) STo/r/�►
/y ooiv�T. /s" r.v c., Tj¢u� PIPE, q� ^)epi /`tOvtF,o EouAc_ CG=�'� .-------- L•f 4 L.F.
� - CONS7. /10 " R 1/c. (L=•¢') sTolarw awwm --- - - - --------- -- L•F 4 �f
G•F
/7 coniST 8 �c.��=.�-) sroRN► tinr. --------- - ---- -- - - - L.F 20 20 L• I
- coNsT cs� on�t/n/. ----- --- -- - -- ----- G.� 4 L•P
�- c0,', .JC7" R.c.t? (�_�'� yToJ'�'► GKh
CON1l. P/" ee
�AS;61�//LT-ALL 4J��iP.C.P/NSTE•4D G�' 93"Rc'P. 8-/-b�E
"11--r/TY PSP AM',_-:V 50 T.+e.401 .
DESCRIPTION of REVISION
DATE APPROVE
CITY of RANCHO CUCAMONGA
TRACT 12802
MASTER PLAN S.D. NO. 3-4 '
LATERALS "E" "F" "H' -I- -J' "K' -L' "M'
APPROVED BY DATE/-S/-
GTY ENGINEER I RCE.No 23889
DESIGN AD AND ASSOCIATES, INC. RECOMM ND D
OF AN BERNARDINO COUNTY IG
CONSULTING CIVIL ENGINEERING
DRAWN AND LAND PLANNING • SHEET
545 N. Mountain Ave.,Sults 105 �c
UPLAND CALIFORNIA 91786 OF
P=44,
ON�(714) -114,Z-0949
KECKED RCE No �'¢� DRAWING NO.
CITY OA E G Y FILE No K� 981
82/-S
.Y•
fI
I
i - - - _ BENCH MARK
,
rt
• , : 1 i i 1 I f .
4-' ;
3
� � �
- - 1
;
} } } t } t - - ; -- - �- - fi 1 - ' r BENCH MARK NO. 96-B
1 - , -- -- - - t } t t AT THE NWC OF HAVENAVE. &
1 1 I ' ! i t
- -
:
•
` t - - - - - N G
1 f � f i � & 83 FT N 19TH ST SET !
i , c 1 J � ; i � DRIVE PI w/C S TA IN TOP
1 4 : } t - - - t } + - _ T -�_ J - - -� 1fi-- i _ t 1 + AT THE E. END OF AHEAD WALL
t t ;
i t t Nj
FOR 3-24" CMP--ELEV. 1430.686
in
,
- - - - - - - - - - - - - -- -
t ; *
-
'
` o 1*2 70
�� 'O�• �, ; V 1 ; :I •Q '� ' I i ' ; t 'r l .0
1 1
•
i
1
1
1 ; � 4X -
6G.04 9 -
i
t Ar I
_9j 4 4t cs 11 I t I i I
%eG? J• i i t i i `�• 5' 4 ,44
i i ;
�,' : t E .4- 01675 �. i t t
1 1 : t -. •" t t + + t'b�' fi t t— t
I ; f ir1 i i i i ♦Ji I i I 1
} �+ L : 1
3 i
--
P1
i -
rr t f t + r
I
i 1
N : I
i
t
1 1 :
-
i +- i
i
2
- -
y
4-
t
i -� -
t
i
LIN
-
6 N
N � �N U' t t
M O : :
iDON3�" o• 5 /$ /CGP. O i 2R/"+ r } t r { t i } 1 -r _ - fi
1
�=2/ /r `D � �OI�l�7`' ,3to.�l .�'."•#�'l'�•G.�' � 1�i01Y5�' /��� L.if��8'." G.f.' ` � - � i i -- - � -
GONir 2n. G.F= 8'' .li CO11�31' S'l.05 L�•r�24 RGI t 7
/ r PROFILE o /•✓'% "L2 : i /000 m
„_ �/Qom -
�; HOR. I 40 :/,?2 : ; ,'.�D F i
// y 3.2 /A,F // II 244 �/ �/ RT. 1��=4� N0 " . { } -4 i - -+ { } : f - --tT
-
i
AIN5 r LMLE �. t l I , ; j
VERT.
�N t 17 - ! f 1
y— Z
O O O O O
N
CONCRETE MAIN LINE
EAlVW,4LL ® N�TE�
N /r'G1' /IvLETI'1PE f" 1 . CENTER LINE OF INLET SHALL BE ON RADIUS OF MAIN STORM DRAIN.
5.
2. THE OPENING INTO THE MAIN STORM DRAIN SHALL BE THE OUTSIDE
DIAMETER OF THE INLET PIPE PLUS ONE INCH MINIMUM OR 3 INCH
A ,_,_,J A /.o% MIN. ArE NO e�
MAXIMUM.
`.
�_ N I 3. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
1N L,5�1PF I OR MAINLINE PIPE. ROUND EDGE OF CONCRETE PIPE OR REINFORCED
f 15
CONCRFTE PIPE.
aAGKF1L[- wirf/ 420-G-2Gbo o •' ° - ELEV.
icoNGRE rE aye coMPAor 00/L
.. �` r0 RELI n I/E APEN5/r REQ'la t' ° SLE V.
PIPE �E/�l�l/1�V M , . . •,. - I
UNITS jZ/RBE/,7 f�Rrfir
7- 3 SSG r10N ,B -IF/
lo-
MAIN UNE
STONE R/P-j"r
M A N GGr�155 "'G"MORrr�Ft _
0 p' ,eE�.r�iov To s Foe is�G%eE,SSE iv "Q„ovE ro - o- S,g,o.�
N P p� % O.h M/N. t '
�o I ,, DESCRIPTION of REVISION I
1 DATE APPROVE
” • dr4GKrILL CITY of RANCHO CUCAMONGA
-4
Rl P- I?AP ENEgo Y V155 1Pr4T o
..!•. a ;. . . , (�� � P` � /IVTERSEGrION
5rr4T/ON /DINT
4 :• TRACT 12802
MASTER PLAN S.D. NO. 3-4
—� /0%' M/N. ��C/j"lON �i 'G 650r/oN A -1 LATERALS «N„ ~0" "P" «Q„ «R,.
R G APPROVED BY DATE /—
"D G TY ENGINEER RCE. No 23889
� l �iT-ONE R/P-ler4P p ,p �� /� / � DESIGN MAD AND ASSOCIATES, INC. RE COMM ND
SAM JUNG 1-/ON RU TU/��' TTS/L
g" OF N BERNARDINO COUNTY
CONSULTING CIVIL ENGINEERING
DRAWN AND LAND PLANNING , SHEET
545 N. Mountain Ave.,Suite 105 ��CC
�.4.M. UPLAND CALIFORNIA 91786 93 OF l..J
PHONt'_(7 4 9,crG-2941
��G�/ON -� KECKED RCE No �'¢� DRAWING N0.
L ILI
5Gr4LE : /"= 2=0"
CITY OA FILE No/ 981
B2/-S