HomeMy WebLinkAbout1774 71
Cl..Arl Y OP JR ANCI ..10 CUCA ...._ ..._._0.N._ GA
ADA
2000 /2001 ACCESI., 8,; IMPROVEMENTS
AT VARIOUS LOCATIONS ALONG HERMOSA AVE. AND LEMON AVE.
GENERAL NOTES:
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995
supplement.
2. Public and Private utilities and substructures shown hereon aro from available records. The
Contractor shall be responsible for protecting all utilities and substructures as shown within the
construction limits of this project and shall be responsible for any damage as a result of the RANCHO CUCAMONGA
construction operations.
3. The Contractor shall notify Underground Service Alert 1—SM-422-4133 and the following utilities two
working days prior to construction or regarding any problems.
Southem California Edison Co. — EMERGENCY ONLY 800 611-1911
Southern California Edison Co. 909 357-6240 3c lzy
Southem California Gas Co. — EMERGENCY ONLY 800 427-2000 `
Southern California Gas Co. — Jim Ming 909 335-7530
Verizon — Bob Parent 909 469-6354 _ "_ ± CONSTRUCTION NOTES
Verizon — Dallas Stringer 909 469-6339 -
Verizon — Jerry Faubel 909 469-6347 �'A°" R�
Cucamonga County Water District — EMERGENCY ONLY 909 987-2591H"I111de Ra 1a-- TD
CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY S . 102 OR
Cucamonga County Water District 909 483-7440 T ""k°^ W ivFIson Av AS MODIFIED PER PLM!
2O—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106—A
4° The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Bim^ r Route 30 _ 3�—CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
Cucamonga Fire Department and any affected school district, 72 hours prior to construction a (under construction)
indicating any detour and/or road closures. i9th St L _ Highland Av G>_CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) _ 4' t 5a--PROTECT IN PLACE
477-2740 ext. 4075, Monday — Thursday, and at least two working days prior to the construction Base Lhts 1lQ4i - ase tin66
t Rd �EXlsr. Pcc sLOPE
SAWCUT
start date. - ---- _ 77 MATCH EXISTING
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or Foothill CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103
encroachment within any City of Rancho Cucamonga easement or rights—of—way. °°a'i►I tI PROPOSED RAMP SLOPE
Arrow Rf Arrow Rt PROPOSED ELEVATION SHALL BE
LOWER THAN EXIST. ELEVATION
-
7. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall >tth St
AS INDICATED ON THE PLAN- —
take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said 10 Freeway Rh St NTS
underground utilities, pipes and structures. 4'
4th St
8. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to c9 i > ,
commencement of any work. NI discrepancies shall be reported for direction immediately to the City. J. d
_ _. ... 10 Freeway
9• On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall _ LEGEND''
possess any and all contractor licenses, in form and class as required by any and all applicable = = x
laws with respect to any and all of the work to be performed under this contract; Including but not
limited to a Class "A" License (General Engineering Contractor) or a combination of Specialty Class VICINITY YAP NEW P.C.C. PAVEMENT
"C" licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance
Doetits SHALL BE
NOT TO SCALE
WEAKEr�D PwrE JlOINT
with the revisions of the Contractors License Law Business and Professions Code Section 6 BARS (24 LONG)
P (California(
7000 et. seq.) and rules and regulations adopted pursuant thereto. Q 12. O.C. REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
_ MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER
CURB MORTAR FLAT SIDE UP "1N� EXPANSION JOINT
COBBLESTONE SIDEWALK EXPANSION JOINT "e CONSTRUCT ROCKSCAPE
2x
EXISTING SURVEY MONUMENTATION
All existing survey monuments that will be disturbed by this project shall be referenced and reset by ° �� s \� \� — EVANs►a� JOINT ` ° 4 �� N dr W NAIL de: WASHER
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. ICV IRRIGATION WATER VALVE
Monuments found by research of available City records and by field survey are shown on the plana ��, =- _ ° 415' POWER POLE
and described as follows: (None found) 3" MINIMUM n GTE TELEPHONE BOX
CONCRETE BED UNDERNEATH COBBLESTONE WPJ WEAKENED PLANE JOINT
WEAKEND PLANE JOINT
s
1. ROCK SIZE & SHAPE, UNLESS OTHERWISE SPECIFIED, SHALL BE: 4 °
COBBLESTONES: MAX. 12" — MIN. 6", W/1 FLAT SIDE PROPOSED ELEVATION SHALL BE n
2. COBBLES SHALL HAVE 2/3 EMBEDMENT HINDI TED ON THAN I THEPLAN� °
3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS V
MORTAR, 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI
PORTLAND CEMENT CONCRETE. (NO 'DRY—PACK" IS ALLOWED) EXPANSION JOINT
4. A SAMPLE AREA, MIN. 20 SO, FT., SHALL BE APPROVED BY
THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING
ROCK WORK,
S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE
CITY INSPECTOR. NOTE: ACCESS RAMP AND SPANDREL
SHEET I N D E X 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE SHALL BE POURED SEPARATELY — — — — — — — — — — — — —
DISFIGURATIONS AND EXCESSIVE IRON CONTENT.
DETAIL B
1. TITLE SHEET COBBLESTONE ROCKSCAPE TYPICAL ACCESS RAMP
NTS NTS
2. LOCATION MAP
3. - 4. PLAN 12' R EXCEPT WHERE IT A
ABUT AGAINST THE WALL
w F w
2
1/2- R
CfT1'
:4' DESCRIPTION OF REVISION DATE 4PPRONEfl
• N
. ' a •: .
CITY OF RANCHO CUCAMONGA
A � 8 N
• '. .' a' EXIST. GROUND
TIT
. , . LESHEET
w
' ; •A . 'i2 R s- GROUND ADA 2000/2001 ACCESS RAMP IMPROVEMENTS
• .a
Underground a •:
d
••
Service Alert � . .. : .:. :. � ' � ��� .�:.;
• ° AT VARIOUS LO TIONS ALONG HERMOSA AVE. AND LEMON VE.
j 9 P.C.C. RAMP RETAINING CURB
Call: TOLL FREE APPROVED BY- � ;
FESS , DATE:
dao �o CITY ENGINEER % �-L/ (��' Y ' I�. ' RCE: 4953
a �!
— .L !
1 800 422-4133c � c.�. � � (�
0SECTION C—C 1A,' �\ +\e� �:,. -
Z _
DESIGN TWO WORKING DAYS BEFORE YOU DIG SPLASH CURB ENDING rn 1 � �
NTS A n No. 24953 Z PK CITY OF RANCHO CUCAMONGA 16,01
SECTION A—A rat Exp -31-01 1050C Crv,c CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
NTS \'ry, CIV1V PK 1 of 4
SPLASH CURB '
�f
DETAIL C �' c►►� cHecicED Rte, No auWlNc No.
NTS JD D o iE No 1774
NO. ITEM LOCATION
1 RAMP SOUTHWEST CORNER OF HERMOSA AVE. AND ESTACIA ST.
2 RAMP SOUTHEAST CORNER OF HERMOSA AVE. AND STAFFORD ST.
3 RAMP NORTHEAST CORNER OF HERMOSA AVE. AND STAFFORD ST.
4 RAMP SOUTHWEST CORNER OF HERMOSA AVE. AND EFFEN ST.
5 RAMP SOUTHEAST CORNER OF HERMOSA AVE. AND NORWICK ST.
6 RAMP SOUTHWEST CORNER OF HERMOSA AVE. AND HEMLOCK ST.
7RAMP SOUTHEAST CORNER OF HERMOSA AVE. AND CANDLEWOOD ST.
CARN ELIAN A - _ - - - -- — 8 RAMP SOUTHWEST CORNER OF HERMOSA AVE. AND BALSA ST.
9 RAMP NORTHWEST CORNER OF HERMOSA AVE. AND BALSA ST.
10 RAMP SOUTHWEST CORNER OF HERMOSA AVE. AND PALO ALTO ST.
11 RAMP SOUTHEAST CORNER OF HERMOSA AVE. AND PALO ALTO ST.
12 RAMP NORTHWEST CORNER OF HERMOSA AVE. AND PALO ALTO ST.
13 RAMP SOUTHWEST CORNER OF LEMON AVE. AND EMERALD ST.
14 RAMP SOUTHEAST CORNER OF LEMON AVE. AND EMERALD ST.
15 RAMP SOUTHWEST CORNER OF LEMON AVE. AND OPAL ST.
1 3 16 RAMP SOUTHEAST CORNER OF LEMON AVE. AND OPAL ST.
4
-- - - - -
- EMERALD ST. _
14
4
15 cn
4
- --- - - - - - OPAL __ ST. -
NOT TO SCALE :2
LuJ
16
4
BERYL- -- ST .-- -------
(n
1 4 V) 6 8 Q 9 1 12
> 3 V 3 3 3 3 3 4 d
m Id- L W V m 0
J W W 2 r
HERMOSA --AVE-. _ _ _ J
W
~ Q
U p Q
LL_ 2 O 3 5 7 0 11 m
3 crry
Q
I„_ DESCRIPTION OF REVISION DATERavEo
(n p
CITY OF RANCHO CUCAMONGA
LOCATION MAP
ADA 2000/2001 ACCESS RAMP IMPROVEMENTS
AT VARIOUS LOCATIONS ALONG HERMOSA AVE. AND LEMON AVE.
.Qa-FESS/0 APPROVED BY: DATE: .1
o �
CITY ENGINEER RCE: 24953
,�; •� i DESK, _ . _ _ = REOMMENDED
n No. 24953 PK CITY OF RANCHO CUCAMONGA IfXtl
or Exp.Exp. 12-31-01 r 10500 Cl,''- CENTER DRIVE
DMWN* *; RANCHO CUCAMONGA. CA 91730 SHEET
CIV1Vf�.i•�� PK 2 of 4
OF CI,L� CHECKED R.C.E. No DRAINING NO.
JD Qfl DATE ME NO 1774
EFFEN ST.
ESTACIA ST. STAFFORD ST. NORWICK ST.
6 7 #6 BAR 012" O.C. i 6 7 #6 BAR 012" O.C.
21.6' j ;. 21.5' #6 BAR 012' O.C.
7
21.5' 6 7
6
• ;; WPJ
. J• d d d
1 'WPJ •J�'. � 4 __._ _..___ �_T. _-_
�! 0
RETAINING CURB ri•C`! u _ - _ -r,: . �__ �_- -- d '47 / C' C N dt W (CCWD)
SEE DETAIL A _ {'� _. _ ��• 2 d Q 2 �� �L� 4 sR�.c�
_- a
e
+ 6 7 W �j SHEET 1 1 ;�, O7 Li 6 7 t 6 7 d Q 2 ° 3 -' - - -
.� x x d o+. 'v� 0 i z
Y ° ' > > p, " f d & W CCWD d 6 7
n C14 < Q /; CF O CF ° N 10
Q
A'
0 wai .GF — 0. Q WPJ Q cr
O -
Q I O 0� k 0 WPJ
(n 6 4, Q RETAINING CURB d W
d 6 7 0 0 7 hi _ SEE DETAIL A d
_ ° d a N SHEET 1 EXIST. WALL Jr. ° ° ---fi e
y,- t'^ x• W N do W (CCWD) °
I . 1 W
LLJ
PROP. ELEVATION SHALL BE 2' .v _ _ _ 1 a , PROP. ELEVATION SHALL BE 2 a ti ° 6 ° WPJ
LOWER THAN EXIST. ELEVATION ,�`V x .GE LOWER THAN EXIST. ELEVATION d +V °
N 7
O
EXPANSION JOINT
6
7
p� r
6 6 1 rT i.
7 7 � Y
ry,. Pr _ACP ._JLr 4• ! 1.-_ r k.+c1 SL's-A``" AR
76 y
STAFFORD ST.
N SWC HERMOSA AVE. AND ESTACIA ST. N SEC HERMOSA AVE. AND STAFFORD ST. 2 N NEC HERMOSA AVE. AND STAFFORD ST. 3 N SWC HERMOSA AVE. AND EFFEN ST. 4 N SEC HERMOSA AVE. AND NORWICK ST. 5
3 3 3 3 3
SCALE 1'=10' SCALE 1'=10' SCALE 1'=10' SCALE 1'=10' SCALE 1'=10'
CONSTRUCTION NOTES
CAN D LEW00 D ST. BALSA ST.
11 CONSTRUCT HANDICAPPED ACCESS RAMP PER CRY STD. 102 OR
#s BAR 012' O.C. 21.6' AS MODIFIED PER PLAN
6 21.5, CONSTRUCT P.C.C. SPANDREL PER CRY STD. 106—A
. 1 WPJ 7 � CONSTRUCT 4 �—CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL 8 SHEET 1
HEMLOCK ST. .L 6 7 WPJ 6 BAR 012" O.C. •
W _._� o.s' THICK P.C.C. 44 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
> a, k ° t3 �F -- - _ 6 55 PROTECT IN PLACE
21.5' Q p"CF '.. ,GF t (6}—SAWCUT
6 7 WPJ #6 ICE—
BAR 012" O.C. Q ' ' 1�9 �° �pG �v MATCH EXISTING
� 2 - - -- --- — °
4 Q WPJ o ° 6 _` ° 2 8a—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CRY STD. 103
__. . - _.-� F ° ° G io 7 6 7 ,(�f ° � WPJ N
1 ° �' aG �`' ° __-_ I `.'. ' ! s♦ ;r> Q RETAINING CURB �?
I? Lli
et'ri'
�° a � WPJ oti ^ 1 Q
6 7 ;o W N & W (CCWD)------l/ d d 0 1p' °
s♦ •° 3 ° :V C� WA, 3
N ° C ` N
d Q
LL •
- _ a ° 6 WPJ WPJ ° �w O,� W 1 0 W
3 �� 6 e d 6 ° e OG � e '< d
° CF Q 7 ° 3 �. -- 9♦�4, ° �n Q
e dEXPANSION INT EXPANSION JOINT Fx C 111% _
Jo y V/
,. � _.
3 N
WP ii° e 18 CF
J ,
d
a'
r ., r
6
7 �G � W - _ r
EXISTP' ���' ° 1F LLJ
EXPANSION JOINT 3 3
REMOVE
� EXIST. PCC 6
22' #6 BAR 012 O.C.
4
n1
i
4 — — — — — — — — — — — — — — — —
PRUNE TREE ROOT ' BALSA ST.
I
N CITY
SWC HERMOSA AVE. AND HEMLOCK ST. 6 N SEC OF HERMOSA AVE. AND CANDLEWOOD ST. 3 N SWC OF HERMOSA AVE. AND BALSA ST. 8 N NWC OF HERMOSA AVE. AND BALSA ST. 9 DESCRIPTION OF REVISION DATE.,
SCALE 1'=10' SCALE 1'=10' SCALE 1'=10' SCALE 1'=10'
CITY OF RANCHO CUCAMONGA
LEGEND:
PLAN
•:
NEW P.C.C. PAVEMENT QUAN'my ADA 2000/2001 ACCESS RAMP IMPROVEMENTS
DESCRIPTION UNIT RAMP 1 RAMP 2 RAMP 3 RAMP 4 RAMP 5 RAMP 8 RAMP 7 RAMP 8 RAMP 9
REPLACE EXIS'RNG A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A CONSTRUCT AC PAVEMENT INCLUDING SAWCUTTING AND REMOVAL OF EXISTING TON 1 1 1 1 1 1 1 1 1
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 362 55 85 352 317 322 338 291 242
CONSTRUCT PCC SPANDREL INCLUDING REMOVAL OF EXISTING SF 166 164 164 164 168 164 175 AT VARIOUS LOCATIONS ALONG HERMOSA AVE. AND LEMON AVE.
CONSTRUCT ROCKSCAPE oFEssi ' APPROVED BY: { DATE:
CONSTRUCT PCC SPLASH CURB INCLUDING REMOVAL OF EXISTING LF 8 8 QR O,y
CONSTRUCT ROCKSCAPE SF 61 66 232 132 294 ��O !� CITY ENGINEER ( ( RCE: 24953
N & W NAIL & WASHER 3 E` `y�
ti DESIGN
RECOMMENDED
ICV IRRIGATION WATER VALVE No. 24953 in PK CITY OF RANCHO CUCAMONGA
PP POWER POLE ''' Exp 12-31-01 10500 cw',- EN'ER DRIVE
GTE TELEPHONE BOX ` * DRAWN Rar,cHo cucAMorvcn, CA 9130 �r
WPJ WEAKENED PLANE JOINT r
NO�F:C�J\01
C1V1\- PK 3 of 4
/ CHECKED DRAWtt� No.
- R.C.E NO
,JD (10 DAM ME No 1774
PALO ALTO ST.
PALO ALTO ST.
#6 BAR 012' O.C. LEMON AVE.
6 7
6 7 21.4'
41' _
LEMON AVE.
?► dip
_ -- c WPJ ►: ,_ + •C;F -- - - -- - ----
LJ
" L,J < a 6 7 RETAINING CURB 6 7 l �• •
�. O WPJ
• - - - --
s,
3
Q WPJ a
J 1 18
= WPJ 3 PROP. ELEVATION SHALL BE 2" \`"i \ , 6
�Cf Y ° LOWER THAN EXIST. ELEVATION r - \ a r• '
EXIST. WALL
k 7
a a N Q 6 - c/)a 5 os z_ _ 8 I WPJ "C 7 •�►�
WPJ N r ° t a \k Q e W
1_ 6i. 6 4 � r O� c �''' SOC' Q ' <
+. 7 7 j �. .! LlJ d
�k, 3
- 6 7 -- --
+
'O. 1LiJ ; LL I
lb
II I
O -
' 35'
6
4 7
' PALO ALTO ST.
N SWC HERMOSA AVE. AND PALO ALTO ST. '4, 4 ,4 1
N SEC HERMOSA AVE. AND PALO ALTO ST. 4 N NWC HERMOSA AVE. AND PALO ALTO ST. N SWC OF LEMON AVE. AND EMERALD ST. N SEC OF LEMON AVE. AND EMERALD ST. 4
SCALE 1"=10' SCALE 1"=10' SCALE 1"=10' SCALE 1"=10' $KALE 1"=10'
_\ CONSTRUCTION NOTES
LEMON AVE. LEMON AVS (11 ) -CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY SM. 102 OR
AS MODIFIED PER PLAN
\,
2 CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
7 #6 BAR 012' O.C.
6 •G� 2 6 7 •G� 3�—CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
4 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
-- --- _ 5 PROTECT IN PLACE
• k [(j r SAWCUT
WFJ 7 —MATCH CONSTRUCT EXISTING
THICK_ -
a 8o- ICK P.C.C. SIDEWALK PER CITY STD. 103
f WPJ 0 33v/ i
(n
7 kG� - 6 __J kGF 6 7
/ 7 Q `
JO i
EX ` y
4 J-Vti d k`
i
I
N SWC OF LEMON AVE. AND OPAL ST. 14 N SEC OF LEMON AVE. AND OPAL ST. 14 DESCRIPTION OF REVISION DATE ar,-
AfPRONED:
SCALE 1"=10SCALE 1"=10'
CITY OF RANCHO CUCAMONGA
LEGEND:
PLAN
NEW P.C.C. PAVEMENT QUANTITY ADA 2000/2001 ACCESS RAMP IMPROVEMENTS
DESCRIPTION UNIT RAMP 10 RAMP11 RAMP 12 RAMP 13 RAMP 14 RAMP 15 RAMP 16
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A CONSTRUCT AC PAVEMENT INCLUDING SAWCUTTING AND REMOVAL OF EXISTING TON 1 1
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 307 365 373 187 159 152 146
CONSTRUCT PCC SPANDREL INCLUDING REMOVAL OF EXISTING SF 159 166 AT VARIOUS LOCATIONS ALONG HERMOSA AVE. AND LEM N
® CONSTRUCT ROCKSCAPE FESS/ APPROVED BY: DATE: 6Y
CONSTRUCT PCC SPLASH CURB INCLUDING REMOVAL OF EXISTING LF 16 'esc O / r / ��� l L_'
CONSTRUCT ROCKSCAPE SF 52 174 ��O CITY ENGINEER (i ham- ��C (i RCE: 24953
N & W NAIL & WASHER DESIGN = _ - `= 4 RECOMM"m a
ICV IRRIGATION WATER VALVE CONSTRUCT PCC SIDEWALK INCLUDING REMOVAL OF EXISTING SF 93 y !3 r` �' -
PP POWER POLE W N°' 24953 rn� PK CITY OF RANCHO CUCAMONGA
* * ,
� � Exp. '2-31-01 10500 Civ':C :.ENTER DR-VE
GTE TELEPHONE BOX DRAWN
RANCHO CUCAMONGA, CA 9730 SHEET
WPJ WEAKENED PLANE JOINT CIVIX. PK 4-of 4
OF CA.%F CHECKED RC.E NO DRAWING NO.
JD q DATA ME NO 1774