HomeMy WebLinkAbout971 40+ELSCEN rr-- O+ELSCEN
D'Y/F Y V b'Y!E V
Ci{.frj bkCkrF ,_• .FNFf f'1 bkOk?E
Id
- ; i
LQl etc -Y�� i 1
' o
YQf. B_Il
LLE ti Q � 9 -� > , '�' - l�e�fC' f _�4e f
8 Cif - i 0 1 .Q.
a►r' ,
W W N i
- -- - -
-- - �- F.�Q1 1
- - I /. - -- I Y
i
til 6
I ,
6
i
E
OAr SON o .'o Q�6r i
r' i � • GrQ�tD. 7b�MW Ae A%rr LAP
I'�'" • �"Bch way �RoTEGrio�y
3•�3 ,,,�s 1 WJTN
4r 4010 WW
Exp�iitP aka C o -
N �; i EX TE/tI0 STEEL /t"
e r - }} 4
II yP� 129 RAW 2 /arO 4P�eO" 21
iE
•�. tXTE/V0 EXt6T. STEEL 6"'MlV. � ^ O -
e� lArro ve w GoA/5T.rry,,O)2EFE2 + M 3 .
7b 67.?70.0•93FoeGGeYNE2TEJCTE�/�fR� PLAN SCALE' '
SECTION 0 D
QO •�z
e . p• ": Lu
V
SEC r/0�v C-C W N -� �'`
V E•t'TEic/D STEEL G"'
R.T-S. a ,� 4i 3 GENERAL MOTES
4 b -'` see City of Rancho Cucamonga Standard Drawing Ito. 101. /'MO ww
® •' �D.D %, �Q ,�4. , I z a 1. For general notes, SECT10A1 B-W Z
cm I
2. Structural section is for estimating purposes only.
The actual section N T 5.
E 0 ae `Mcg p ti C.t o ky 3 h will be determined after rough grading and appropriate laboratory testing.
• /bsr 1� 3 t C 9S` O .� N X The structural section will be determined for a TI.I =9.0 in the traveled �n
W
W Z31 Q way and T.I. =6.0 on the shoulder.
lira t^4�o V W w .y m o C5 6 3. Encroachment Permit is required from Caltrans prior to doing any work
k * 8 n Ir ti C Ilk S. �� A',
3 �' > 03� within the State highway right-of-way. b
0 •n d N 0 � o � Oc �
,.. . . F 6� `� _ standards.
C
M 21 `• Ex/'sem N p 8 �o L 4. All work within the highway right-of-way shall be to State sta
S. Paint curb red, fronting Foothill Boulevard, with an acceptable concrete
!N paint. p
6 v
e% e01VST. RAMP �R Any damaged signs, striping, traffic loops, etc., shall be replaced in kind
WO" 6� 21 /Z C rr sro 3io. at no cost to the State.
A G�� off. 7. If electrical facilities are damaged or altered in any way, a complete set
-14 e-2.5o' ' �' o of 20-scale reproducible "as-built" plans are to be submitted to Mr. Don �/ C N T Y MAP PRD`TECT
Qi Fi/r 1'/ell Wn�® ti e} i\ `o
Allen, Electrical Operations, upon completion of permit work, (NOT TO SCALE)
FO OTH/L L SOUL EVARD �, $ �
Estimated
Description
PER 5T. STD. �=b� ¢ 1� v ~ 3 142 LF 1 Type A2-8 PCC Curb and Gutter Caltrans Std. WA.
DWG. DBO �B E x EX R.cQ o
o��PP ,L6 ISS±, yP 1�' ..i,
1820 SF O PCC Sidewalk per City Std. 304.
o�7q �-C• �� 450 SF O PCC Drive Approach per City Std. 306.
g 10A ,!E
�9 I�tjnp� /jtq�r,A A� 1 EA O4 PCC Wheelchair Ramp per City Std. 310.
� � �,��.,�,��, ,moo,,; f T•.�
�1 �� \ •f
ex/,y I QI 1440 SF 5 AC Paveaettt (6" thick).
1 EA O6 Modified Type GM Catch Basin per Caltrans Std. M.
0171 1 EA O PCC Local Depression per Caltrans Std. D78. DESCRIPTION OF REVISION DATE CITY
OD d I� 01 1 EA O Relocate Existing Fire hydrant per Cucamonga County T Y F RANCHO
\ , AC ', 111:7' Water District Standard Dwg. No. 3. C 0 C U C A M O N G A
I I I r 1 2 EA 9 Street Li
+� O �' PLAN AND PROFILE OF
� I � �• �/� 6' , S EA 10 Street Tree per City Std. 601. `
SC /'µ S�iy1t> AC 1692 SF 11 AC Overlay (variable thickness).
DR - 85 - 02
7' y 40 SF &12 Remove Existing PCC. FOOTHILL BOULEVARD
Awr
I •�� i EA 13 W57 Arrow and Type "N• Marker per City Std. 406.
r
A.C. dYf,Pr.af' L�
• .• N.a�eercE7y/crt/Ees �` 2 EA S14 Type "L" Marker per city Std. 406. HELLMAN AVENUE TO 330' WEST
ii FOQ LOCAL DE`P,PESSID�t/DET.d/L 5 &, .Pct� 'nrri� EX CG
� Alr.S' s/-e SEE STATE STD 0,eW6.. D-7B, Ex�sf ,4 Pv��rren� ` � 75 LF 15 12" White Stripe per City Std. 406. APPROVED BY DATE
TYPE G GT/A/LFT/At S46 '4C 4 EA g16 Type "6" Pavement Marker per City Std. 406. CITY ENGINEER R.C.E N,4T_AF�--
tic SF 17 Air Blown Mortar. DESIGN RSC•OMMENgED
CATCH BASIN DETAIL (mrs) SECTION B-B SECTION A-A '#• a• Lrxinr3 rb(� ♦♦moi
14 LF 18 Extend Existing 3' x 3' RCB per Caltrans Stds. 080 and
MODIFiEO CATCH BASIN PER STATE STD. DRWG. 072 , TYPE GOL-p Tr Jr NT-S N•T.S. D83. DRAWN
AND LOCAL DEPRESSION (SEE DETAIL) /Q s �O I EA 19 Type B Wingwatl per Caltrans Std. 084. L.D.51KING, INC. SHEET
2151 E. D" ST. SUITE 120-A I OF
1 EA O Type A Wi ngwal l per Caltrans Ste. 084. NTA RI 0 CA. 91764
CHECKED DRAWING N0.
n Lf O Tubulor Nand Aa�lirty per Cs/fivns Sfd d//-3/ AS H. M=-RC.E 21062 ATE 971