HomeMy WebLinkAbout1603STREET IMPROVIE MENT GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL
SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND
SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND
SPECIFICATIONS,
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC, SHOWN OR NOT
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT
AREAS WHERE IMPROVEMENT WORK IS TO BE: DONE SHALL BE REMOVED,
REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST
TO THE CITY OF RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIAR ZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
PLANS.
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT
OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR
RIGHT-OF-WAY,
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING
STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS
WITHIN 0.01 FOOT OF SUB --GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT
INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER
AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS,
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE: CITY ENGINEER FOR
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR
SURFACING.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
TO THE: CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED
TO VERIFY STAE3ILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE
SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS
COMPLETED TO VERIFY: R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT, TO
DETERMINE THE FINAL STRUCTURAL SECTION OF ASPHALT AND AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R --VALUE AND PAVEMENT
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, PRIOR TO CONSTRUCTION
OF THE STRUCTURAL SECTION,
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS
OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY
BETTER THAN THE NATIVE MATERIAL.
12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID.
ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
LISTED IN THE ESTIMATE OF' QUANTITIES SHALL BE CONSIDERED AS INCLUDED
IN THE OTHER ITEMS OF WORK.
13. STREET SIGNS PER CITY OF RANCH CUCAMONGA STANDARD NUMBER 401
SHALL BE CONSTRUCTED AT EACH INTERSECTION.
14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL.
15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE
CLEANED UPON REQUEST OF THE INSPECTOR.
16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO
EXCAVATION.
GENERAL TELEPHONE (800) 483-3000
SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 (RES.)
216 N. EUCLID AVENUE (800) 427--2000 (COMM.)
ONTARIO, CA 91762.
CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591
9641 SAN BERNARDINO ROAD
RANCHO CUCAMONGA, CA 91730
METROPOLITAN WATER DISTRICT (909) 593-7474
700 N. MORENO AVENUE
LA VERNE, CA 91750
COMCAST (909) 983-9895
1205 DUPONT ST. (PORTION OF RED HILL)
ONTARIO, CA 91762
MARKS CABLEVISION (909) 880-022.0
10808 FOOTHILL BLVD. #120
RANCHO CUCAMONGA, CA 91730
Underground Service Alert
�51 Y CO TOLL. FREE
X800
422-4133
NO WORKM DAYS BEFORE YOU N
CITY QF RANCHO CUCAMONGA
BRAG I I�10. 15726
STREET IMPROVEMENT PLANS
CONSTRUCTION NOTES FOR STREET TREES:
1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND
SPECIFICATIONS, AS PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREE_ SHALL BE
PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (3') TO THE FACE
OF CURB, EDGE OF SIDEWALK OR FACE OF WALL, UNLESS OTHERWISE NOTED.
2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY
SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSAUL TOXICITIES
OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL_ SOIL AMENDMENTS, AS DETERMINED
BY THE CITY INSPECTOR.
3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING
DIVISION.
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
5. ROOT CONTROL BARRIERS ARE NOT REQUIRED UNLESS OTHERWISE NOTED.
SYMBOL
STREET NAME
BOTANICAL/COMMON NAME
QTY.
SPACING
SIZE
4-
PHILLIPS WAY
MAGNOLIA GRANDIFLORA 'ST MARY15
22
20 o.c.
GAL.
4-
BRISTOL DRIVE
GINKO BILOBA 'FAIRMOUNT'
5
35'o.c.
15
SIDEWALK
L
MAIDENHAIR TREE
SIDEWALK
402
GAL.
-+-
ORANGE
PISTACIA CHINE:NSIS 'KEITH DAVEY'
5
30'o.c.
15
233
L. F.
GUTTER STA. 18+05.00 TO STA. 19+33.00)
85
GAL.
* l M 0 N AVENUE_
LEMON AVE.
LAGERSTROEMIA / FAURIEI 'BILOXI'
3
20 o.c.
15
1,470
L. F.
PINK HYBRID CRAPE MYRTLE
HEREOF.
6,481
GAL.
[r
66'
33'
1 1 ' 1 22' 22'
H.U. rNVLMLIV I
EXIST. AC +i-12'
PAVE M EN T
6.5' 4' 0.5'
2%
92
30' 1 30' _ I
12' 18' _ I _ 18' 12'
cr
0.5' 4' 7.5 7.5' 4' 0.5'
A.C. PAVEMENT
�
�PCC
. �� ��
PCC �--������>�� ��
SIDEWALK
SIDEWALK
ZPCC CURB & PCC CURB &
GUTTER GUTTER
PHILLIPS WAY ORANGE STREET
BRISTOL STREET
TYPICAL STREET SECTIONS
HORIZ: 1 "= 10'
VERT: 1 "= 2'
NOTE REFERENCE DRAWINGS
LEMON AVENUE STA. 11+50 TO STA. 19+75 SHT. 5 OF 11 DWG NO. 1050
BRISTOL DR. TR. 9302 SHT. 3 OF 4 DWG NO. 607
ORANGE ST. SHT. 4- OF 4 DWG NO. 607
2' 0 R 5'
SEE PLAN
0.10' MIN. NEW AC EXIST. AC
-
-0.10' MIN.
COLD PLAN DETAIL
N.T.S.
BANYON
LEMON
V) V)
19TH
I BASELINE
z
Q
Lu
z
cr
a
U
J
w
ST.
AVE.
Q a Q
HIGH AND
r^� ST.
w
Q
ROAD
AVE.
Q
P'ROJEC'T
LOCATION'
Q co o w TERRA
�
a
T_ �SZ A
w cr w z
CHURCH ST.
ST
FOOTHILL
BLVD.
66
VICINITY MAP
PAD PER
EXIST.
�'`- -
SCALE: 1" = 2640'
-PCC PLAN
SIDEWALK
L
�1 --
SIDEWALK
402
EXIST.
L
(5' WIDE SIDEWALK ALONG WALL_
30,046
CURB
& GUTTER
PCC CURB & LOCATIONS WITH NO 0.5' OFFSET
233
L. F.
GUTTER STA. 18+05.00 TO STA. 19+33.00)
85
L. F.
* l M 0 N AVENUE_
* SEE ATTACHED CROSS -SE BY
-E
THIS EFERENCE MADE PTARTS
1,470
L. F.
HEREOF.
6,481
TYPICAL STREET SECTIONS
(5' ADJACENT TO WALLS)
HORI.Z: 1 "= 10'
CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD DWG. 102
2
VERT: 1 "= 2'
O--
92
30' 1 30' _ I
12' 18' _ I _ 18' 12'
cr
0.5' 4' 7.5 7.5' 4' 0.5'
A.C. PAVEMENT
�
�PCC
. �� ��
PCC �--������>�� ��
SIDEWALK
SIDEWALK
ZPCC CURB & PCC CURB &
GUTTER GUTTER
PHILLIPS WAY ORANGE STREET
BRISTOL STREET
TYPICAL STREET SECTIONS
HORIZ: 1 "= 10'
VERT: 1 "= 2'
NOTE REFERENCE DRAWINGS
LEMON AVENUE STA. 11+50 TO STA. 19+75 SHT. 5 OF 11 DWG NO. 1050
BRISTOL DR. TR. 9302 SHT. 3 OF 4 DWG NO. 607
ORANGE ST. SHT. 4- OF 4 DWG NO. 607
2' 0 R 5'
SEE PLAN
0.10' MIN. NEW AC EXIST. AC
-
-0.10' MIN.
COLD PLAN DETAIL
N.T.S.
BANYON
LEMON
V) V)
19TH
I BASELINE
z
Q
Lu
z
cr
a
U
J
w
ST.
AVE.
Q a Q
HIGH AND
r^� ST.
w
Q
ROAD
AVE.
Q
P'ROJEC'T
LOCATION'
Q co o w TERRA
�
a
T_ �SZ A
w cr w z
CHURCH ST.
ST
Q pFE:SS�O&
1 No. 36052
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ATF OF C
ILL NU.
Filenome: L\DWG\11102\15726ST1.DWG
Date: FE B.4, 1998
FOOTHILL
BLVD.
66
VICINITY MAP
SCALE: 1" = 2640'
CONSTRUCTION NOTES
QUANTITIES
�1 --
REMOVE EXIST. HEADER
402
L. F.
2a-
CONSTRUCT 4" A.C. PAVEMENT OVER 4" C.A.B. PER CITY STD 100--A
30,046
S.F.
3a--
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD DWG. 104, TYPE A2-8
233
L. F.
CONSTRUCT VARIABLE HEIGHT PCC CURB & GUTTER PER CITY STD DWG. 104,
85
L. F.
TYPE A2-8, 8 TO 6"CURB FACE
5�--
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD DWG. 104, TYPE A2-6
1,470
L. F.
CONSTRUCT PROPERTY LINE SIDEWALK PER CITY STD DWG. 103, W=4'
6,481
S.F.
(5' ADJACENT TO WALLS)
CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD DWG. 102
2
EA
O--
CONSTRUCT PCC CROSS -GUTTER & SPANDREL PER CITY STD DWG., 106-A
764
S.F.
CONSTRUCT DRIVE APPROACH PER CITY STD. DWG. 101 -A
5,003
S.F.
10
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD. 323-B
_ 6
EA
11 -
INSTALL STREET NAME SIGN AND POST PER CITY STD DWG. 401
3
EA
12
REMOVE EXIST. BARRICADE AND EXIST. W53 SIGN
2
EA
13
COLD PLANE EXISTING A.C. PAVEMENT 0.10' MIN AND
REPLACE A.C. PAVEMENT FOR A SMOOTH JOIN.
1,020
S.F.
14 -
INSTALL STREET TREES PER NOTES AND LEGEND HEREON,
AND PER CITY" STD. PLAN NO. 501
15 -
INSTALL 5800 LUMEN HPSV STREET LIGHTS BY S.C.E. PAID AND
COORDINATED BY DEVELOPER.
7
EA
16 -
INSTALL R1 (STOP) SIGN (36") PAINT 12" SOLID WHITE LIMIT LINE AND PAINT
"STOP" LEGEND
2
EA
17 -
REPAINT f=XIST. 4" YELLOW LINE PER CITY STD. NO. 133
427
L. F.
18 -
PAINT 4" SOLID WHITE TRAFFIC LINE
36
L. F.
19 -
GRADE TO MATCH SIDEWALK AS NEEDED
20 -
CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. DWG. 107-B
1
EA.
Q pFE:SS�O&
1 No. 36052
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CIV
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Date: FE B.4, 1998
LEMON
- - - EXIST CURB
~l __
16+16-.44 - EX1ST_ FELLOW 13ROXEN TRAFFlC -'1 �' .48 C l
do GUTTER 4+87. -G -1
TRACT BDRY STRIPPING -OR -tCt---------�-..�__ _ _
17 -tQa'�BROKEN X�"w TRAFFIC UNE 7a0' ^SOLID YELLUW 'TRAFi
EXISTING EP
FUTURE Cac G a
C ONSTRUCTM NOTES
EXIST. SO11 LID -WHITE T 4A - _FF IC
LINE- AT E.P.
t�- REMOVE EXIST. HEADER ( m Q 3
15
CONSTRUCT 4" A.C. PAVEMENT OVER 4" C.A.B. PER CITY STD 100-A
3a— CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD DWG. 104, TYPE A2-8
4a--- CONSTRUCT VARIABLE HEIGHT PCC CURB & GUTTER PER CITY STD DWG. 104,
TYPE A2-8, 8" TO 6" CURB FACE
CONSTRUCT PROPERTY LINE SIDEWALK PER CITY STD DWG. 103, W=4' (5' ADJACENT TO WALLS)
CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD DWG. 102
a-- CONSTRUCT PCC CROSS -GUTTER & SPANDREL PER CITY STD DWG. 106-A
1 t INSTALL STREET NAME SIGN AND POST PER CITY STD DWG. 401
13 COLD PLANE EXISTING ACE PAVEMENT 0.10' MIN AND REPLACE
AC PAVEMENT FOR A SMOOTH JOIN
t4 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1, AND PER CITY STD. PLAN NO. 501
i5 INSTALL 5800 LUMEN HPSV STREET LIGHTS BY S.C.E. PAID AND COORDINATED BY DEVELOPER
16 INSTALL R1 (STOP) SIGN (36") PAINT 12' SOLID WHITE LIMIT LINE & PAINT "STOP" LEGEND
5—REPAINT EXIST. 4" YELLOW LINE PER CITY STD. NO.133
8—PAINT 4" SOLID WHITE TRAFFIC LINE
8—GRADE TO MATCH SIDEWALK AS NEEDED
.-
EXIST CURB" \
RUN - - & GUTTER
SWD YELLOW TRAFM-L+I_ ON' CL
"+00
CURVE RADIUS LENGTH TANGENT DELTA
42.45 4
B 27.00 42.38 1 26.97 89-55-35'
NOTE:
STREET TREES ON LEMON AVENUE FOR BACK -ON LOTS
16 AND 17 SEE THE LMD PLANS FOR THE TRACT.
EN YELLOW TRAFFIC LINE 17
EXIST. CURB & GUTTER
FESS/ ESS / pN
052 z
m
Exp 2D00
%p�9TF
OF- CA1-�F
SCALE: 1 " = 20'
I DESCRIPTION OF REVISION I DATE I CITY I
APPROVED
CITY OF RANCHO CUCAMONGA
APPROVED BY:
CITY ENGINEER
DESIGN
SCN
DRAWN
SCN
CHECKED
RJA
PLAN and PROFILE
FOR
STREET WROVEMENM
LEMON AVENUE
STA. 16+10.44 to STA. 19+33.44
TRACT NO. 15726
DATE:
RCE NO. 24953
ALLARD ENMEE'RrMG RECOMMENDED
Civil Engineering - Land Planning
6101 Cherry Avenue SHEET
Fontana, California 92336
(909) 899-5011 Fax (909) 899-5014 2 4
R.C.E. NO. 36052 DRAWING NO.
DATE FILE N0. _I 11.02.02 1603
Filename: L:\DWG\11102\15726ST2.DWG
Date: FE8.4, 1998
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- - - = ffli
_.- - - � HORIZ. 1 20
-- - -
�U 15, r+ll 25
. ►� TRANSITION awn
BRISTOL DRIVE
SEE SHEET 4
2�--- CONSTRUCT 4" A.C. PAVEMENT OVER 4" C.A.B. PER CITY STD 100—A
CONSTRUCT 6" PCC CURB do GUTTER PER CITY STD DWG. 104, TYPE A2-6
CONSTRUCT PROPERTY LINE SIDEWALK PER CITY STD DWG. 103, W=4'
CONSTRUCT DRIVE APPROACH PER CITY STD. DWG. 101—A
? 0 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD. 323—B
1 i INSTALL STREET NAME SIGN AND POST PER CITY STD DWG. 401
14 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1, AND PER CITY STD. PLAN NO. 501
&_INSTALL 5800 LUMEN HPSV STREET LIGHTS BY S.C.E. PAID AND COORDINATED BY DEVELOPER
PHILLIPS
Y
JCG J"F_r_ 1 L
gRgf ESS I pN
�O �p J. q ql
` ) 9�a z
JNo. 3-1052 rn
Exp. 6 2000
OF
LEMON STREET
SEE SHEET 2
DESCRIPTION OF REVISIONI DATE I CITY I
APPROVED
CITY OF RANCHO CUCAMONGA
APPROVED BY:
CITY ENGINEEF
DESIGN
SCN
DRAWN
SCN
CHECKED
RJA
PLAN and PROFILE
FOR
ST ET= T RfnOVEAAEM
PHILLIPS WAY
STA. 20+00.00 to STA. 24+87.07
TRACT NO.15726
I' DATE:
RCE N0. 24953
ALLARD EffCmWERIIVIG RECO7MM DED
Civil Engineering — Land Planning
6101 Cherry Avenue SHEET
Fontana, California 92336
(909) 899-5011 Fax (909) 899-5014 3 OF__A_
R.C.E. NO. 36052 DRAWING NO.
DATE FILE N0. 111.02.02 1603
Filename: L:\DWG\11102\15726ST3.DWG
DATE: FE8.4, 1998
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-50
-25
0
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1580
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-50 -25 0
L .J
C. L. R/W
22' 11 '
12't �G
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16+50
C.L. R/W
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-50 -25 0
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Filename: L:\DWG\11102\15726CG1.I
DATE: JANUARY 15. 1997
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-50 -25 0
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C.L. R/W
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1570
-50 -25 0
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1575
1570
-50 -25 0
25
19+25
C.L. R/W
50
19+00
25
50
1575
1570
1565
1575
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1565
-50 -25
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20+75
25
50
-50 -25
1575 +
1570 +
1575 +
1570 +
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0 25
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Filename: L:\DWG\11102\15726CG1.0
DATE: JANUARY 15, 1997