HomeMy WebLinkAbout1792 BENCHMARK ELEV: 1636.70
CONC. NAIL PER F.W.L.S. AT THE CENTER OF S.E. CURB
RETURN OF MILLIKEN AVENUE AND BANYAN STREET.
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Service Alert
% BANYAN T UANF Call: TOLL FREE
01-800-422-4133
WEST
OF
MIKEN AVENUE TWO WORKING DAYS BEFORE YOU DIG
GENERAL NOTES:
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard I
Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 RANCW
supplement. _
Pp HILLSIDE �D ,
TRIM -
I 2. Public and Private utilities and substructures shown hereon are from available records. The SHRUBS ILso AvE j
Contractor shall be responsible for protecting all utilities and substructures as shown within the T
construction limits of this project and shall be responsible for any damage as a result of the BANYAN ST ❑❑ I `
construction operations. PROP. —
PROP. PVC
CURB AND w
i 3. The Contractor shall not Underground Service Alert 1 800 422-4133 and the following utilities two FENCE
>
notify r9 9 E Z �� IGHLAND
workingd prior to construction or regarding an problems. GUTTER Q
� P e9 9 Y P 19TH T z
2' R W
Southern California Edison Co. 909 357-6240 11' 16' Q J TORIA PARK
Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 � �
Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 3' 8' 13' 3' ASELINE D
Southern California Gas Co. - Ric Reyes 909 335-7508
Ricky � R M V IEXISTING
Verizon Telephone Co. - Steve Hock 909 469-6327 E 0 E U BAND
CucamongaRA
Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 4 -- -- - - ----- - --- - - uRc ST
Cucamonga County Water District 909 483-7440 GUTTE�jARI S _2 82x , - - - - , 2: 1h
Metropolitan Water District - Joe Martinez 19091 392-5095 v _ - 2y T-T] ` Q
f to —1,1 PROP. CURB BLVD CC
I - rk ki'i, ri`r r_•`�I �::, _ _ 6
LL
4, The contractor shall notify the City of Rancho Cucamonga Police Department The City of Ranho — — I 4" CF ff
10,5100 C CENTS DR. _; ILL
Cucamonga Fire Department and any affected school district 72 hours prior to construction to advise 1 4" DECOMPOSED >
t --- -- -
them of a detour and/or road closures.. — ____ z o z
any / — - �1_ : GRANITE TRAIL a J o > Q BNSF RR
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 0 10 20 30 40 50
477-2740 ext. 4075, Monday — Thursday, and at least two working days prior to the construction Q V WT
. I I
L
start date. SAWCUT Z
5; _
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or
encroachment within any City of Rancho Cucamonga easement or rights—of—way. .PORTLAND CEMEIJT CONCLOCATION MAP
4" AC 0 RETE _-__._
7. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall OVER 5" C.A.B. Nor j1p SCALE
� _. _..
take sole responsibility for the repair/replacement, at no cost to the City, for arty damage to said CAB
underground utilities, pipes and structures. NEW ASPHALT CONCRETE
8. At least one (12') twelve foot wide traffic lane shall be maintained for each direction of travel on Banyan r<s :;< ; , DECOMPOSED GRANr►E ABBREVIATIONS
``'`''"`' INV INVERT
Street and Milliken Avenue at all times. 4 PT ANGLE POINT LAT LATERAL
AC ASPHALT CONCRETE LofG UP OF GUTTER
9. On the date and at the time of the submittal of the bidders proposal the prime contractor shall possess A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION LT LEFT
any and all contractor licenses, in form and close as required by any and all applicable laws with respect AVE AVENUE MED MEDIAN
to any and all of the work to be performed under this contract; including but not limited to a close "A" BC BEGIN CURVE M.H. MANHOLE
license (general engineering contractor) or class C "specialty" license sufficient to cover all the work to TYPICAL CROSS SECTI0NS 68+ 26. 41 TO 71 + 26 .41 BCR BEGIN CURB RETURN
BVD BOULEVARD M.W.D. METROPOLITAN WATER DISTRICT
L
be performed by the prime contractor in accordance with the provisions of the contractor's license law BL BENCH MARK WILY NORTHERLY
(California Business and Professions Code, section 7000 et. Seq.) and rules and regulations adopted SEE CROSS SECTIONS (SHEET 3) FOR ADDITIONAL SECTIONS CAB CRUSHED AGGREGATE BASE PCC PORTLAND CEMENT CONCRETE
pursuant thereto. C.B. CATCH BASIN PRC POINT OF REVERSE CURVE
" ' CB CURB PVC POLYVINYL CHLORIDE
HORIZ: 1 =10
SCALE: ,. , CF CURB FACE P/L PROPERTY LINE
VERT: =Z CFS CUBIC FEET PER SECOND Q FLOW (CFS)
CENTERLINE RC RELATIVE COMPACTION
CCWD CUCAMONGA COUNTY WATER DISTRICT R.C.P. REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE RT RIGHT
RTE ROUTE
CONC. CONCRETE SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
D/W DRIVEWAY S.C.G. SOUTHERN CALIFORNIA GAS COMPANY
E ELECTRICAL S.D. STORM DRAIN
EC Y EASTEREND CURVE S'LY SOUTHERLY
A
ECR END CURB RETURN STSTA. STREET STATION
EXISTING SURVEY MONUMENTATION EV ELECTRICAL VAULT ST STREET
All existing survey monuments that will be disturbed by this project shall be protected in place. Any FG FINAL GRADE S/W SIDEWALK
monuments disturbed shall be referenced and reset by the City's Construction Surveyor in accordance with FH FIRE HYDRANT TB TOP OF BERM
Section 8771 of the California Surveyors Act. Monument locations found by record search are shown on FL FLOWLINE TC TOP OF CURB
the plans and full descriptions aro on file. None of the noted monuments will be disturbed by this FPS FEET PER SECOND T.F. TOP OF FOOTING
project. FS FINISH SURFACE T.G. TOP OF GRATE
G GAS LINE TW TOP OF WALL
GB GRADE BREAK WLY WATER
GM GAS METER ESTERLY
WM WATER METER
1 Monument per P.M. 12779 PMB 161/34-35 GTE GENERAL TELEPHONE WV WATER VALVEGTR. GUTTER
8- Spike and Washer Per M.B. 215/59-60 CONSTRUCTION NOTES HP HIGH POINT
11 SAWCUT AND REMOVE EXISTING
22 CONSTRUCT 4" AC OVER 5" CAB PER CITY STD. 100—A
3a— CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD. 104, DETAIL A2-8
44 REMOVE
55 RELOCATE STREET UGHT (BY SCE)
8a— CONSTRUCT DEPRESSED CURB OPENING ONLY, FOR WHEELCHAIR RAMP (PER CITY STD. 102)
77 CONSTRUCT 4" THICK DECOMPOSED GRANITE TRAIL
CONSTRUCT PVC 3—RAIL FENCE PER CITY STD. 1001 AND 1010—B/M00
99 CONSTRUCT CONCRETE HEADER PER CITY STD. 534 Crn
DESCRIPTION OF REVISION DATE
10 RELOCATE EXISTING POP—UP SPRAY HEADS PER CITY STD. 539 APPROVEn:
11 TRIM SHRUBS BACK TO NEW CURB LOCATION
12 RELOCATE CITY OF RANCHO CUCAMONGA
BASIS OF BEARINGS 13 CONSTRUCT 4" CURB (A1-4) PER CiTY STD. 104 AND DETAIL A
THE BEARING OF N89'18'080E FOR BANYAN STREET, PER PLAT 14 REMOVE AND CONSTRUCT MEDIAN NOSE TO MATCH EXISTING
RECORDED IN BOOK 215, PAGES 57-60 OF MAPS, IN RECORDS OF SAN TITLE SHEET
BERNARDINO COUNTY, CAUFORNIA, WAS USED FOR THE BASIS OF
BEARINGS FOR THIS PLAN. BANYAN STREET - RIGHT TURN LANE
WEST OF MILLIKEN AVENUE
Q�oFEss/o'� APPROVED BY: DATE:
CITY ENGINEER ✓;✓ ��(,_��t�'✓ �, RCE: 2495S/
DESMtI�DOAIAAFNLIED
W N°' 24953 CSB CiTY OF RANCHO CUCAMONGA
CC y Exp. 12-31-01 ,� 050C CIVIC CEN'ER DRIVE �`
DRAWN
� * SHEET
RANCHO CUCAMONGA, CA 91730
CIVI �� CSB 1 of 4
CHECKED
JAD Rc.E. No aeAwrHc No.
DATE 09—�9-01 ME No002 1-06 1792
BENCHMARK ELEV: 1636.70
CONC. NAIL PER F.W.LS. AT THE CENTER OF S.E.
RN OF MIWKEN A
. CURB RETURN VENUE AND BANYAN
STREET.
:
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:
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LC=55.60'
L o A o
1} .00 vc _ _ _
PVI ST 70+08.85 _
4 4 4 4
PVI • 1634.03
EXISTING TC
MILLIKEN A UE
,
EXISTING GRADE
AT NEW CURS
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EXISTING T I�
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HORIZ. SCALE. 1 =40
VERT. SCALE. 1 =2
65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00
1/4 SECTION LINE (N LINE OF
CURB, GUTTER, MOW S.E. 1/4 SEC 25)
0" CURB FACE AT JOIN
4 CURB (2 PLACES) AND TO EXISTING OR END
1 FENCE
1 4 TREE 4 TREE 72+08.85 BANYAN STREET
- � — 4" CURB
4 TREE
12
—- PROPOSED CURB, Al-4 EXISTING CONCRETE
4 TREE MILLIKEN AVENUE PER CITY STD. 104 FACE HEADER (NOTE TOP
�— — — — — — — — — — — — — — EXCEPT 4" CURB FACE 2 OF CURB IS FLUSH
�z
Z _ .. t0 1 TRANSITION WITH GRADE)
— Y
of N - _ z m�, _ _ NYANE
9s" MWD e4 _
wDic _ _ > 12 Q�. _ _ _ _ _ _ A
_ m U w _ _ _ �- o. •.
b ILL
� ' � a amw
z S' 1 CONSTRUCT DEPRESSED CURB • . . . •
p N SL o L o C3 OPENING FOR FUTURE RAMP. GRADE '
f.
BACK SUBGRADE. PLACE AND A
o T 0 A B A A
.� .� 5 COMPACTA 4" LAYER OF SECTI SECTION
b / PROTEC 2'R + DECOMPOSED GRANITE TO FORM T B- _
IN
RAMP PER CITY STD 102 NOTE:
— �-� -- -- — -- -- — -- PLACE CONCRETE RAMPS AND SIDEWALK ARE
C1 Jo 4, N I NTS TO BE
T °° INSTALLED B HEFUTURE ELS OSOS HIGH
`O 13 5 2 12 N 13 SCHOOL CONSTRUCTION PROJECT.
Z o 12 Z^ 8 3 7 4 I 4 CURB DETAIL — ELEVATION VIE�P
z w a � ' 14
I I I 1 N o s ON
SCALE: i„=2'—O” (TYPICAL AT JOINS TO
33' 33' I v w 12 ? 11' 12 NEW
1 EXISTING AND AT END}
F O I d g --- POST W
\65+38.85 BANYAN STREET w o o �, I 1A a 1
MORNING PLACE m 47 I
mw a aW w 11 z
� `` rn X _z 10 + I ! ' W
� Z rnv0 LD � �
00 Q 0 � N D I Q
+ + + U
r 00 't L.J 00 Q I
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CURVE TABLE
C/) 0 0 m 0 ci CURVE LENGTH RADIUS TANGENT DELTA
22.50' 22.50' C7 22.97 65.28 11.61 20.09'40"
C2 22.97 65.28 11.61 20'09'40"
03 55.20 35.00 35.22 90.22'00" � DESCRIPTION OF REVISION DATE APPRO TED:
CITY OF RANCHO CUCAMONGA
CONSTRUCTION NOTES PLAN AND PROFILE
' 2 SAWCUTCONSTRUCT AND REMOVE EXISTING BANYAN STREET -- RIGHT TURN LANE
2a- CONSTRUCT 4 AC OVER 5 CAB PER CITY STD. 100-A
33 CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD. 104, DETAIL A2-8
a- REMOVE WEST OF MILLIKEN AVENUE
50-- RELOCATE STREET LIGHT (BY SCE) Two THENC TY YARD RAILS S ALL BE LOCATED AT 9153 AND DELIVERED 9TH STREET, LEGEND:
66 CONSTRUCT DEPRESSED CURB OPENING ONLY, FOR WHEELCHAIR RAMP (PER CITY STD. 102) RANCHO CUCAMONGA (909) 477-2730, ATTENTION TREE Q jkOFESS� APPROVED BY: DATE: <<�
• STEVE RELPH. o �r�! CITY ENGINEER ��CC + l( ��,� RCE: 2,(953 '
Underground CONSTRUCT 4 THICK DECOMPOSED GRANITE TRAIL / .
Service Alert 8a- CONSTRUCT PVC 3-RAIL FENCE PER CITY STD. 1001 AND 1010-B/Mod SHRUBS '�.
9 CONSTRUCT CONCRETE HEADER PER CITY STD. 534 h/'�\ =z` + a1 Y G � M�
Call: TOLL FREE 10 RELOCATE EXISTING POP-UP SPRAY HEADS PER CITY STD. 539 0 PORTLAND CEMENT CONCRETE w • 24953 Ai CSB CITY OF RANCHO CUCAMONGA
aG Exp. '2-31-01 10501 CIVIC :;ENTER DRIVE
�— NEW ASPHALT CONCRETE */ oRA> RANCHC CUCAMONCA, CA 91730 SHED
1 -800-422-4133 11 TRIM SHRUBS BACK TO NEW CURB LOCATION � CIVi�- CSB 2 of 4
12 RELOCATE
TWO WORKING DAYS BEFORE YOU DIG 13 CONSTRUCT 4" CURB (A1-4) PER CITY STD. 104 AND DETAIL A REMOVE ASPHALT CONCRETE CA-
�F
14 REMOVE AND CONSTRUCT MEDIAN NOSE Tn MATCH EXISTING " �� RC.E. NO �''`�''� �•
1 =40 DECOMPOSED GRANITE JAD DATE 9-19-01 FU No 2001—oa 1 792
PROP.
CURB AND 16' PROP. PVC
GUTTER FENCE 16'
_3' 8' 13' R_ W R W
1635.20 1635.20 3 8 13
1634.80 41 1634.80 1637.20 11637.20
1634.40 _ 1634.40 1636.80 j 0 _ _ 1636.80
1634.00 , ¢_-- --� 1634.00 1636.40 - _ _ yob 2% I 1636.40
1633.60 �- - - - _ _ -fit. 1633.60 1636.00 ' _ _ 1636.00
1633.201 - 1633.20 1635.60 ' - ` - - 2527 T - 1635.60
_I
1632.80 ' '!-� -_ 1632.80 1635.20 I _ 1635.20
0 10 20 30 40 50 1634.80 0 1634.80
69+ 25 16' 0 10 20 30 40 50
71 + 00 16'
q- 3, 8 13, R W R W
1634.80 �G 1634.80 1636.80 1636.80
1634.401 1634.40 1636.401 ��' 1636.40
1634.00 - - - 1634.00 -
1633.60 ' 2� 1633.60 1636.00 - o -fi 1636-00
�-- -- -- -- - - - 2.53X <: '' 1635.60 ' { ` 2� 1635.60
1633.20 ' - 1633.20 �- - - - 2
-- ___---_ _.- -_ 1635.20 i -- ---�- 82x 16 35.20
1632.80 t 1632.80 --_ ____ - _
�'� -- 1 1634.80 fi 1634.80
1632.401 -�� 1632.40 :� ,' _
0 10 20 30 40 50 1634.40 10 20 40 50 634.40
69+ 00 16' 70+ 75
16'
r PROP.
`C R W CURB AND
GUTTER R W
1634.80 G 1634.80 1636.40 ! 8 13 1636.40
1634.401 �� 1634.40 1636.00 --- - - ��' - - - 1636.00
1634.00 - - -- - 1634.00
-d 1635.601 1635.60
1633.60 ' �' 2` r7ri ' - 1633.60 1635.20 1 - - - _ r' 4
-fi 1635.20
1633.20 - - - - - -- 42307[ 1633.20 _
1632.80 1632.80 1634.80 (� - - - - - 32X 1634.80
1 -r 1634.40 ' 1634.40
1632.40 1632.40
0 10 20 " 40 50 1634.00 - - - 1634.00
68+ 75 0 10 20 30 50
70+ 50 16'
q-1634.801 3 8 13 R W 1634.80 �. R^
1634.40 , 1634.40
1634.00 - ° - 1634.00 1636.00 . - 1636.00
1633.60 - _ 29� fi 1633.60 1635.60 �G 1635.60
1633.20 �' - --- '2.39X ' 1633.20 1635.20 1 1635.20
_ -
1634.801 - - �0 2x 1634.80
1632.801 1632.80 1634.40 (` - - - -- - ._- rt2.fgx '_ � � �� �` I 1634.40
1632.401 .,'"'', - 1632.40 -
1634.00 -- - } 1634.00
Q 0 10 20 30 40 50 1633.60 j I 1633.60
68+ 50 PROP. PVC 16 0 10 20 O . 40 50
FENCE-\ 70+ 25
R W 16' sw
1634.80 ( 3 8 13 1634.80
1634.40 1634.40 1636.00 W 1636.00
1634.00 f - ° A•� _ �� - 1634.00 � 3' 8' 13'
1635.60 ' _ 1635.60
1633.60 ,-- -- �'` 29� 1 1633.60 1
- 1635.20 1 � 1635.20
1633.20 - _ _ t.0X 1633.20_ 1634.80 , 1634.80
1632.80 ^
1632.80 1634.40 - l � 2% , 1634.40 LEGEND:
1632.401 11632.40
1634.00 _ 1634.000
POND CEWETrT CONCRETE
0 10 20 30 40 50 1633.601 1633.60
0 C.A.B.68+ 25
1633.201 1633 20 NEW ASPHALT CONCREIE
0 10 20 3040 50
PROP, 70+ 00 PROP. PVC DECOMPOSED GRANITE
CURB AND 6.14' 21'
GUTTER 16' FENCE 16'
PROP.
3 R W R W CURB AND
1634.80 16 1634.80 1635.60 1 3' 8' 13' 1635.60 GUTTER 8' 13, R
jV
1634.401 1634.40 1635.201 IMF 1635.20
1634.00 ' - - - 1634.00 1634.80 1 1634.80 1637.60 I - �� 1637.60
1633.60 i ° 1633.60 1634.40 �� - - 1637.20
-a
1634.40 1637.20
1633.20 - r " 1633.20 1634.00 ' _ _ _ _ 2� T 1634.00 1636.80 _ - - 1636.80
1632.80 - -' - 1632.80 1633.60 ' - - - - t2.0e7[ -�- 1633.60 1636.40 - - - - - J1.887� � �-� 1636.40
1632.40 1632.40 1633.20 . 1633.20 1636.00 i ----- - - -- 1636.00
+. -
1632.00 1632.00 1632.80 1632 80 1635.60 ;' 1635.60
0 10 20 30 40 50 0 10 20 30 Li 40 50 I
68+ 00 69+ 75 16' 163 .20 1635.20 HOR1Z• 1"=10'
-10 71 + �3. 85 10 20 30 16' 40 50 SCALE VERT: 1"-2'
R/W q- 3' 8' 13' �W 3' 8' 13' R W
1634.40 ! 1634.40 1635.20 ! low 1635.20
- -_ _� --- - - °
1634.00 - - 1634.00 1634.80 1637.60
, - 1634.80 1637.60 1 ��
1633,601 1 _ _ - - - '- I� 1633.60 1634.401 _ 1634 40 1637. - - - -20 1637.20 cm'
` - ' 11633.20 1634.00 r - -�- 1634 00 1636.80 i o 1636.80 DESCRIPTION OF REVISION DATE ��t�,
1633.201 ---111 r r -
-- -- 1636.40 1636.40
1632.80 - - - - - - - - , fi , 1632.80 1633.60 �` - ` - - -� - t2.107t , 1633.60 �' - - - - - - - J1.147r .�-
1632.40 163Z40 1633.20 1636.60 -- 1635.60 CITY OF RANCHO CUCAMONGA
1632.00 -� - -- - - 1632.00 1632.80 j- -- - 1633 20 1635.60 i 1635.60
,. ,:,� } 1632.80
1635.20 1635.20
0 10 20 30 40 50 0 10 20 30 40 50 -10 0 10 20 30 40 50
67+ 75 69+ 50 71 + 25 CROSS SECTIONS
BANYAN STREET - RIGHT TURN LANE
WEST OF MILLIKEN AVENUE
QapFESSi APPROVED BY: DATE: /
CITY ENGINEER RCE: 2495S
Co 3� E<'�Zn
DEM
v K; ✓ FNOFD
No. 24953 CSB CITYM OF RANCHO CUCAMONGA JMH
EX[ 2-3' 0? CVIC CEN"R DRIVE
r
MAS`' RANCHO CUCAMONGA, CA 91730 SHEET
\!J`� vi`' `� CSB 3 of 4
C,u.
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, NO.
��M R.C.E NO M�'
JD DATE 09-19-01 mE Np 2801-Q6 1792