HomeMy WebLinkAbout4401-4CD
3
Y
Li
Li
U
J
U
i
c
a�
E
rn
v
Q)
w
a�
0,
0,
o,
z�
o,
i
Al
rn
_c
3
v
p
cilto
ao o to
o��, aIo 01. 0 �I� +irN.
aI gI to EXISTING GROUND GIto
N °� o I^ ��� �
50,00' PCRnoN .�_ I o N I ~ H Lcr ! Er r-rlEX'IST7NC� GROUND EXISTING GROUND_
OF 100.00' VC c o - ` / o �: / ,-
EX_I STIN__G (_ROUND_ l '� p N / A T LEFT EP �± �_ - , 2/_ J _A T LEFT 1= P ��
P•vw STA=20-r- 0a vv =
PVI ELEV=1743.74 A I Litt- I Lf \ o o �� I p �n / _ o y
_ ,�� Q _ -'' . ��� o co 1765 LT
1750 LT cf=2 2a� o ^ s-- �, M - a N t.-.= v p - z a
/^�//�� T• s I E.�CI ST7IV G GROUND ; ^ -� ��� Q I • ; I / / _ ��� z Q -- �' �� W o 0 I �° - Q
W o 3� ` J o A I Lt t I tr N. y ��- V `.' ``7 cc -' O c. 2. 876 0 a N
+ IN cozQ1 I PROPOSED EDGEUzia
p i V O O i / z Q h �1 [f"9.9 i '� i l%vO u.�e�.� �.� �9` -m tit7 N i O / / N !ftj M , - / z + I � o �= / OF PA, VEMEN T � �,�, PROPOSED EDGE
Ili � t V f W o �� ' - ��� �. I�Rt?Pt?SED EDGE o I _ OF PA VEMENT
�+ I �= PROPOSED EDGE o a _ 6 o
I ^ OF PA VEMENT 2 , OF PA VEMENTIS 64
I I 4100
�I PROPOSED EDGE" G�N +i� m Nl~ +i� �I� _
0 0 `6 EXIS T IIVG GRU-0VU con 5 O
p I OF PA VEMENT a I to N �.- o 0 o N I^ �', 3'%�%- .
o
t� rie♦r•-ria n i► or% 'i- u, A •T � /1 � O
0 50.00' POR11ON `ci o c +�rJ r rl� � GROUND vurVu N � � � �.� � � � � - O
I -� o o� PROPO DEQ FINISH +
oor Inn On V!` v ^ e r �i �� \ � 0 f �i r�i� r+ � ir-� r+r,2�A iA 0r% O � `•� �- r+� Orsr w .,r- w r n A i n, e^- i o
,�� �C1�lJ T IIV V V1�VUIVdJ ^ ^ / � J o JIJI'CrHI.0 H 1 l��/ L N +
o+ PVI STA=20+00.00 PROPOSED FINISH IZZ P cs o ; a► T r ./ N _� Q . I _ o
PW ZEN- i 744.12 A T CIL , -���' � � + � ,�- -' I%.1/1-
SURFACE� � o o I d 1
n M a N ,5�� V c0 z+ tc. _ 8 �i v, 1765 CIL
N G1=2.29' z o ti e
. G2=3 f 7�b m -;-;Q p•� J Cl1750 c L �I o;�-Q v- to �- z o /- W N
11% J pl N l C� � plcV •-�ti� z � +�cn o9 � 0 a QLu
c� _. I LO +' - - - - - - - . z - + I �, v I0 to in �.9� _ J "�_s'� -� EXISTING GQni I,I�,rn
) z o e� •� �_ I�KUrOs�u I-INI51-r o a N -- - - - -- _ EXISTING GROUND =
W '.2 _s'� �, ..., ,..... z o' �+� I �, z. C,11ac f+c• A -r �l _ _sem A T' RIGH T EP W to
+ Ld N t xl..� T lI'V C� GFt Ut,�IV U 0 a N^ /0� ,�v1 \1 Avg n 1 �../ i- _ P�I�Uh'OS D FiNI'SH AT Q L o z LLl
+• , AT e /J / DL�1'1Dr"1CL. !1 �rAIICla c1 10CA t %C* A -I� /1 ��
.. .� Lt♦ t♦ .._ev e♦tivt, t, JL/\C n1L n ! V L u
X :, / :SURFACE AT �L alp M =
uj
O O n I
Q pIY aIp EXISTING GROUND aiN � N� aIw � ^ ��" Q
N
o o ., A T' RSI0 � T EP ,n o _ �� - i
-50,00' POR7101N o I E�►'lSTING GROUND N I `� � ``''� O ch �.- PROPOSED EDGE o o /v
VT f 0�. \iV' �C E i� ` 7"1 . n �, e � � . sl . r. � ^ w l rA 1 /% I 1"r' f A -1 O / �, � , ^ O 4 �i C �i �
LE Xis I ►ry u vr, VurvL.► A r MUM r cr E.CI S TI NG GROUND �" �`
A T R►rH T EP-NiN I � N + ( 2• _ 0� PA 1 /EMEN T
O O -� �� w •r rl n r rn, ..� t\ w N
PW STA=2c�+vu.Gu o �►- o H I n,IGH I Cr N -� Q `
PVI ELEV=1743.74 I _ �� tO _ -j/ a I + o ��/ -� - I co �.y
1750 RT - - o � / - , - � ^ ., � Q - ��'J � o � 1765 RT
Gf=2.28 o // m + ���� o I N I N V I o ��� O a+o I 'No
2�/'
r_�= 3 t ��r W
+ 3'Iy� -' I//- v` o I D + i11 - / / _PROPOSED EDGE W o + i D -•g o % -�-�
o / U o o - �z ? v n N ^ �,$� Ut f 'A VtM,tIV I � -Qv •-
! o I J `i 1" o o PROPOSED EDGE W o N I •- �'
o `� %� z o T h = Z.9�'° OF VEMEN T � a
v i I �` PROPOSED EDGE o a �-���� `- PROPOSED EDGE'
I
OF PA VEMENT - OF PA VEMENT•
PROFILE SCALES
HORIZ.: 1 "=40'
VERT.: 1 "=4'
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
F01-- CURVE/LINE DATA
6014OOC CONSTRUCTION NOTES
_ = D GON f ;_ ,' -'" O CONSTRUCT 0.38' A.C. PAVEMENT OVER 0.50' CLASS 2 AGGREGATE BASE.
O
0
DELTA/BEARING
RADIUS
LEN./DIST:
TANGENT
A
29-03'38 1.,
850.00'
431.12'
220.30'
B
35-39'30-"
850.00'
529.00'
273.38
C
N50'38'12"E
-
39.87'
-
/
i RI"
O00-
PROPOSED VER/ZON" FO 11
=dam. (BY OTHERS) 49.58
FL 2:1 2.56 �`,, �'; 6 �'/ 5un
5 o gk
- --- --- ---FL p PR :l 2 /, , 13.6 13
46.41 --- - --- \ ROP R 21-31.7ZC t t X012 / EP�4• Z
/ �'✓ FL - - - - -8 ~ - - - \'� /W 55 s4 4
/ 5 �� _ - 50.08. l�f�"OP. EP � I \ �2 � �A
3.3 f - '�- �y ®� EP 65:
4 L ®� 46.91 i EP 53.06 ®- i 7 30 , 7p•62 �3• P
J1 F \- EP ! _ _ '`- i 6
- EP \ 22+00 - 1 23+Op P®_ -��° 5815
_ _
- ROP FL __' E �2 3 W
21+00 I /L 6 04 - _ �- _ s 64.48 _-_.� - /, x.00 O
61.50 / �. 29 EP
3 g5 �, PROPOSED WATER 50.08 A 53.06 EP F® ''�-__ DAYLIGHT LINE FL --� = - Jr
(,!1 Z EP (BY OTHERS)-� EP ----�/--- -- - EP 24}00 569 �` -- --- --- FL 67.80
rnrn 4EP1-W--_--W W - - -___ j 5604 £P "� N ® 5902`! --- ---i --- _- ��®� EP 70.62
33 _
Ui �W o ° o ` ! 5 25 62.00 , ,�J - /_ \ ' O
/ -W EP EP �
�® l 64.98 28+ - �. •�_ ./
(1i FS ��-= ; �2: 1 � o �."Imuft ��- 69� +00 ( EP / RM
t PROP. R o EP EP
o � � -Iti/� ►„� N 9.02 26+DO - ; � 67+00 7.8 �' �� - -�5�• P• ., -
�• j I o _ '� SEP ) EP EP- _ W' `-
N 62.00 B 64.98 - PROP•_ _ -W
i SIGN -Q
W �\ pRC �✓ _-�__-_- ;EP 1 EP -_W-_ - ,ANG LOG
O --- - --- - W P.
/ 24 f31• 01 �� W: W -W �� W
-� J.. 2 �o� moo- - / �� 10 0_
O
001,
DAYLIGHT LINE �� t; 1ST• P G. y
oFESSi O `�-� ; APN 2216-072-031
O QFC ONgI D -
�k, P Cq
%jl F.y� j - - - - % .. �-- -- --- -_ _ T• R/W EX�s�E REL ~_ W
� s o � -
w ,,,
cr-
N0, 78044
EXP. 09/30/13 \ EXIST. C .00001,
/�
_ _
� 1 AL TRANS R/W �� QST AGN
G S
J� CN I� N REL° -
Tl C
BE
9TF 0 L�FREGISTERED
IST• EASEMENT
F CA REGISTERED ENGINEER R.C.E. 78044 DATE I EX -
5 ..-
BASIS OF \
LEGAL DE \, �� - - / T�
BEARINGS ARE BASES ON THE WESTERLY LINE OF -
ST QUARTER OF SECTION 23, TOWNSHIP 1 BEING A OF A PORTION OF THE ST 1/4 OF SECTION 14, TOWNSHIP
T NORTH, RANGE 6 WEST, SAN 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN
A3 SHOWN ON AMENDING MAP OF TRACT NO. 13750,
>, FLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH GRAPHIC SCALE
n 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 40 0 20 4o I
E RECORDER OF SAN BERNARDINO COUNTY, BEING 1 '. = 40'
:? NORTH 0030'24' WEST.
:V
I H MAW METROPOLITAN DESCRIBED BY p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
WATER DISTRICT SO. O & ADDED PROPOSED FI8ER OPTIC AND WATER UTTUTIES. 06/12 DN NC 06/12 QF��FESSION
��� y0 ql �, AE 11CASC
STREET IMPROVEMENT PLANS
y CALIFORNIA1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � J�`' s� C 0 N S U L T I N G
SOUTHWEST CORNS OF CHERRY AVE AIS SUMMIT AVE.101 0e. ,``� ��, z DRAWN BY: INTERIM LYTLE CREEK NORTH ROAD SCALE:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN GS AS SHOWN ABOVE
rD ( a 937 SOUTH VIA LATA, SUITE 500
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE Crit ENGINEER w
FEET SOUTH OF THE OF SUMMIT AVE SET FLUSH DIAL No. 42280 COLTON, CA 92324 STA. 20+00.00 TO STA. 30+00.00
TWO WORKING DESIGNED BY: DATE:
ON THE ST CORNER OF A 10 FOOT WIDE CATCHBASIN BEFORE DAYS BEFORE CONFORMANCE THE
LANSST O BRIM S N EFFECT. EXP. 03/31/10 PH. 909 783-0101 • FAX 909 783-0108
OS JUNE, 2008
0A FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH YOU DIG YOU DIG PREPARED BY: STEVE J. HOSFORD R. C. E. NO. 42280
BRASS DISK STAMPED '33A 1992'. TOLL FREE -$00-227-2600 I,9�F CNI�`\�\Q' EXP. DATE: 3/31/10 CHECKED BY: APPROVED BY: 4
s' DRAWING NO.:
A PUBLIC SERVICE BY LWERCROUND SERVICE ALERT OFC A A : SJH 4,401
v
NAND 88 -1508.56 (FEE7i
CITY ENGINEER R.C.E. 51152 DATE: 6
J