HomeMy WebLinkAbout2351I . All work shalt 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 and amendments. Contractor shall be familiar with and
shall be responsible for adherence to these Standards and Specifications.
Z. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown
an 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 prgect shall familiarize himself with the sits and shalt be solely responsible for any damage
to existing fastifitles resulting directly or indirectly from his vperuttons, whether or not such facilities are shown on these plans.
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Services 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 slakes shall be set at all hinge points, edge of pavement
paints 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 bockfill, 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 andlor surfacing.
8. At the completion of paving; a moladals report shell be submitted to the City Engineer. Lfsling all tests or determinations
completed to verify stability all 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 fasts or
determinations completed to verily: R-Value, sieve analysis and sand equivalent of aggregate base.
III. Paving shall be performed in aecardonce with R-Value and Pavement tests taken to determine structural sections.
11. When improvements are to be pfaced on native sold which consists of a rocky maferfal, the subgrade shalt 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.
f2. If the asphalt concrete is to be placed on sub -grade, a soils sferilant registered by the E.P.A. for use under A.C. and P.C.C.
shall be uniformly applied of the manufacturer's recommended rate for the full pavement width prior to paving:
13. Estimate of quantifies is provided by the Engineer only for the convenience of the developer, the contractor shall make his awn
determination of consiruellon quantifies before submitting a bid, Any item of work required by these plans which is not specifically
listed In the estimate of quantities shalt to considered as included in the other items of work.
14. Street signs per City of Rancho Cucamonga Standard Numbers 401-A and 401-8 shall be constructed of each intersection.
15. City approval of plans does not relieuo the developer from responsibility for the correction of error and omission discovered
during construction'. Upon request, the required plan revisions shag be promptly submitted to the City Engineer for approval.
16, Work site and exterior streets shall be kept in a neat, clean, hazard free, orderly state, throughout construction. Site shall be
cleaned upon request of the inspector.
17. Contact all Utility Companies as required, 48 hours prior to excavation.
PROVIDED FOR YOUR CONVENIENCE ARE
THE FOLLOWING:
A.
San Gabriel Valley Municipal Water District
(318) 969-791 f
Mr. Bob Stallings
j
for Ease Line Road Construction
1
8,
Vernon
i
1-800-483-3000
I
C.
Southern California Gas Company
1-800--427-2200 Residential E
216 N. Euclid Avenue
1-800-427-2000 Commercial
Ontario, CA 91762
j
3
D.
Cucamonga Valley Water District
(909) 987-2591
10440 Ashford Street
Rancho Cucamonga, CA 91730
E.
Metropolitan Water District
(909) $93-7474'
700 N. Moreno Avenue
Le Veme, CA 91750
F,
Adelptia
1-600-626-6299
(Portion of Red Hill)
G.
Charter. Communication
(888) 438 2427
4240 N. Hallmark Parkway
San Bernardino, CA 92407
EXISTING SURVEY MONUMFNTATON
I Hereby certify that I have iderti ied all survey monuments of record(s) that could be disturbed by
this project. All said monuments which currentiy exist in the `eid are shown on these ,clans and ore
described as follows.
None --•— 4
5 i 52b"
L/V
Dated......
A
- 4 /
PAUL CHRISTOPHER ENE R.L.S. N052 8O
STREET IMPROVEMENT PLANS
TRACT MAP' NO.16578
UINDERGROUhD SERVICE ALERT
TWO WORDING DAYS BEFORE YOU DIG J
PRIVATE ENGINEER'S NOTES TO, CONTRACTOR
THE UISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF THE -AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,- THAT THIS REOUIREWENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL !WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THiS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
OWENS COURT
2'PARKWAY 18, 18,' 12'PARKWAY
i,E I TO PER !I TO PER' SLOPE
':I' PLAN -0.34` ,-0.20' AN Q,34' PL:.1'
TYP C STREET SECTION ySI
STA.3+64.43 TO STA. 4+29.43 1
NOT TO SCALE
T.1.=5.0 (LOCAL) R—VALL E=82
OWENS COURT
15' PARKWAY 18' ( 18, 15' PARKWAY_ I
tl�4L4 7.5' P`8' 8°8' 8' 2' 7.5' 4'35ITO
' £' PLAN F2 0.34 / fl:' l.14TPLANR 1 /
Y
4' CONC
4' CONE 8.. P1CAI_ STREET REET SECTIC)I l SIDEWALH
SIDEWALK_
i4 1
STA.O+OD T17 51 A. 3 , 64.43
7
NOT TO SCALE
T.i.=S.O (LOCAL) R-VALUE=82
WEST EAST
R w 44 EAST AVENUE R��
I �
12'PARKWAY 32' EXISTING IMPROVEMENT
41�511 4' 7.5'_ VARIES_. I VARIES
SLOPE 0 TO 14 LF 32 TO 18 LF
1tARIES 1.2.
ii
SAW UT &
jOIN EXIST.
TYPICAL_ S I REET SECTION
NOT TO SCALE
T.I.=8.0 (SECONDARY) R-VALUE=82
BENCH MARK NO. 10063
AT THE CENTERLINE INTERSECTION OF EAST AVE
-
AND lA T A N AND VIC R S 2 BR SS DISK 11� CO CRETE
STAMPED 'DIVISION OF TRANSPORTATION EAST VICTORIA"
ELEVA1C1T N=1342.346
BENCH MARK ABOVE NOT FOUND; USE "HILTI" NAIL
AT B.C.R. IN N.W. CORNER OF VICTORIA ST. AND EAST AVE.
ELEVATION=1343.88, ESTABLISHED BY BENCH MARK NO.1006.3
PRIOR TO THE DESTRUCTION OF B.M.10063.
10 IF REEWAY
VICTORIA ST'
ODD
R ,,
PROJECT
SITE w
BASEL1-1NE RD
1
I
I1
N. T. 5.
TRUNCATED DOME
SIDEWALK
L=5.49'`
N-e2-52'1,
R=5
GROOVES
MODIFIED ACCESS RAMP DETAIL
NOTE: GROOVES AND TRUNCATED DOME DETAILS PER CITY STD. 102
CONSFRUCTION NOTES FOR STREET TREES
I. ALL STREET TREES .ARE O BE PLANTED IN ACCORDANCE MTH THE CITY STANDARD PLANS.
2, PRIOR TC THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS
REPORT SHALL BE FURNISHED TO THE CiTY INSPECTOR, ANY UNUSUAL TOXIC1 7ES
OR NUTRIENT DEFICIENCIES MAY REQUIRE BAC1£EILL AMENDMENTS, AS DETERMINED
BY THE CITY Y INSPECTOR,
3. ALL STREET TREES ARE SUBJECT TO INSPEC7ICIN AND ACCEPTANCE BY THE
ENGINEERING SERVICES DEPARTMENT.
4. STREET TREES ARE TO HE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
STREET NAME
BOTANICAL NAME
COMMON NAME
MS W
SPACING
SIZE
QTY.
OWENS CT.
CCERCIS ANADENSIS
EASTERN REDEIUD
5'
25' O.C.
15 GAL
12
OTE
THE EXISTING OVERHEAD' UTILITIES ( TELECOMMUNICATIONS AND ELECTRICAL)
ON THE PROJECT SIDE OF OWENS COURT SHALL BE LINDERGROUNDED FROM
THE FIRST PULE MOST WESTERLY ON OWENS COURT TO THE FIRST PILE NORTH
OF OWENS COURT ON EAST AVENUE, ALL SERYICES CROSSING OWENS COURT
SHALL BE UNDERGROUNDED AT THE SAME TIME.
OWNER. auuo N. Lozl�
PLAZA DEVELOP i�ENrs EAST AVE. LLc
E
N'cs. Ca4S26
Y .
ADDRESS; 684 DUNDEE COURT
BREA, CA 92861 EXP. 3-31-16
PHONE; (714) 990 0267 `p Cl V i�
E7
4
F
D
DESCRIPTION OF REVISION:II�
CITY
DATE: I AMPM
CITY A CH UCAMO
TITLE SHEET
OWENS COURT
ROW2008-00059 TRACT MAP NO.16578
APPROVED BY: DATE.
CITY y= ENGINR
ENGINEER ILL
�� �
.".."—*�..R.C.E.
NO. 53672
—.—...._.—
_
-
oEsicNED
_
,J L CONSULTING CIVIL ENGINEERS
RECOMMENDED:
�3
�3
10534 ShadyLane Court Rancho Cucamonga, CA 91737
9
I ,,..
Phone : (909) 944 '5602
DRAWN
SHEET
J.T.L."
J -' f
I OF
CHECKED
DRAWING NO.
JUI-10 N. L OZA GATE
2351
R.G.: NO. 84826
CONTRACTOR TO VERIFY PRIOR THE CONSTRUC77ON
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TRACT MAP NO. 165 78
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6
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(m)
ACRMI TRACT
r22 _
C
rVTON No I O'NSTRU-cli TES I
CONSTRUCT CURB & GUTTER PER CITY ST9. 104 - - - - - - - - - - - - - -
1054 LF
CONSTRUCT 4' WIDE CONCRETE SYDEWALK PER CITY STD. 103 - - - - - - - - -
4220 5F
CONSTRUCT 16' WIDE DRIVEWAY APPROACH TYPE R-I PER CITY STD. 101 - - - - -
8 EA
CONSTRUCT MOD RED ACCESS RAMP, DETAIL SHOWN ON SHEET I - - - - - - - -
2 EA
5
0
1
R PER CITY S7D. 105-A - - - - - - - - - - - - - -
CONSIRUC-' CROSS GUTTER Y
11060 SF
nfi
CONSTRUCT A.C. 87?k TYPE Dl- 8 PER CITY STIR. VRC. K 103 - - - - - - -
92 LF
CONSTRUCT 5" A. C. PAVEMENT OAF f" A.B. - - - - - - - - - — — — — — —
Z412 SF
CONSTRUCT 3` A-C- PA01ENT'0H O40 kB - ------------ ———
g 5F
*090
TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACK n1i PER S..CE PLAN
(FOUNDATGN, STREET LIGHT POLE WITH 5800 LUMENS HPSV LUMINARE) - - - - - -
EA
90A
INSTALL 9500 LUYEEWS HPSV STREET LIGHT BY SCE - — — — — — — — —
III
FA
10
INSTALL STREET TREE PER LEGEND ANII CONSTR]LICTILYN N[7TEs
ON El'FEET 1,- - - - - - - - - - - - - - - - - - - - - - --- -
SEE TABLE
SAVICUT EXISTING A.C. TO A MEAT STRAIGHT LINE - - - - - - - - - - - - -
295 LF
EXISRAIC AC PAVEMENT TO BE GRINDED AND OVERLAY- - - - - - - - - - - - -
2 790 SF
(IJ
CONSTRUCT RETAINING WALL PER CITY STD. 604 - - - - - - - - - - - - - -
1100 SF
CONSTRUCT COBBLESTONES SURFACE, PER CITY ST19.542, CASE I - - - - - - - -
4,515 SF
* PAID FOR AND COOROINATED R-Y DEVELOPER
1+00
NOT A PART
STA &200
5CALE: ['=40'
20 0— 20 40 80
IN5TAtL HMRANT MARKER
RETMIX WALL PD? OTY SID. -4'
mM
33
-W. SAW W k" A A
Tip "E PRD TI- TEP,
I L Irr-l"S I, cl F T-Alk-1 F RPLPE 9 1` i P`11"_ 1li"I-,
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9
V
I
A
REMOVAL Oil:
DESCRIPTION
QUANTITIES
REMOVE EXISTING A.C. DIKE - - - - - - - - - - - - - - - - - - -
120 LF
REMOVE EXISTING TREE - - - - - - - - - - - - - - - - - - - - -
I EA
REMOVE EXISTING POWER POLES - - - - - - - - - - - - - - - - - -
5 EA
REMOVE EXISTING SIGN - - - - - - - - - - - - - - - - - - - - -
3 EA
Q
RELOCATE EXISTING 'WATER METER AND SERVICE - - - - - - - - - - - -
2 EE4
0
RELOCATE EXISTING CABLE BOX - - - - - - - - - - - - - - - - - -
I EA
Q
REMOVE EXISTING AC, PAVEMENT - - - - - - - - - - - - - - - - -
622 SF
1* nH
OVERHEAD UTILITIES TO BE UNDERGROUNPER - — — — — — — — — — — — — — —
306 LF
UNDERGROUND SERVICE ALERT
VURE
811
TWO WORKING DAYS BEFORE YOU DIG
1335
13+00 14+00 15+00 16+0_0 f 7+00 18+00 19+010
ofrEyvs COUP,
5CALE: 1`=40' 1 11 1
70 0 20 40 80
—M
ExisT. CL FENCE
T171 BE PREITECTE11--,
ULUTE R#--7 1, r ptw RIN ,g!i
07 ff# -----------
EXIST. AC DIKEI'
FO F0 EXIST. FIBER OP17C LINE
32' is foo N M70 E 17,tOg 849� IL+01Z
tX(37 WAW
m
WAT[R Ex 3" a
EX TEL
M* -----------
L _F77J 1 L -4�
rtZ,7W 51knml/E W,
RIGHT OF WAY
EXISTING IMPROVEMENTS
Tc
TOP 17F CURB
Il
CENTER LINE
BCR
BEGIN CURB RETURN
ECR
END CURD RETURN
717
CURVE TABLE
-0
DELTA
ROM
LENGTH
TANGENT
CL
15,00w
112'
29.32'
T4.75'
105-GOW
38k
69.64'
4952'
87,5325-
27'
42.36'
26,95'
C04
9906'35-
1 27'
1 42.46'
FARAWW EXISTM FTUM OpTW IJAT
PROTECT IN PLACE
CONMCTOR TO �� LOCA77ON
PWOR TO RWINXM CONSTWMMM
FL FLOW LINE ELEVATION
TF TOP OF FLILINDATIDN
F5 FINISH GRADING
FE FINISHED SURFACE- I NOTES.
TW TOP OF WALL
WV WATER VALVE L- ANY TREE REMOVAL SHALL BE SUBJECT TO -TREE REWOVAL PERMIT
CONTACT PLANNING D[VISION.
R.9, V RIGHT jT WAY 2.- SEE ALSO PRIVATE LANDSCAPE PLANS FOR LOCATION AND TYPE OF
PROPOSED TREE I TREES OUTSIDE OF PUBLIC RIGHT -OF -WA)'.
PROPPSED STREET L_VUHT
EXISTING STREET i GH T
,
I R L7EESSI
N
//Z AC, PA VEREff I
REMOVE A.C. PAVEMENT JULIO 11. LOZA
w rn
rk� NO. C54826 ;:0
GRIND EXIST. AC, PAVEMENT w Exp. 3- 1-16
AND OVERLAY 01v RFEVISOP PKNjEWpj WTJDN5� (I l") 8 -it -1 � J TY
CJF _CAL` DESCRIPTION OF REVISION: DATE. A p pCp' r1j)
CTTO
CITY OF RAN li CUCAMONGA
PLAN AND 'PROFILE
OWNS COURT
ROW2008-00059 TRACT MAP NO.16578
APPROVED BY: DA_lE-_zmE- �3—/ �
CITY ENGINEER B.C.L. NO. �3672
J
DESIGNED
JKL.
TNSllTTING CIVIL ENGINEERS
10534 Steady Lane Coud, Ramho Cucamonga, CA 9i73T
RECOMMENDED.
; >, if,
Z/
Phone : (909) -944 5802
DRAWN
SHEET(/
J.N.L.
r7 :_lz
201
CHECKED
DRAWING NO.
2351
JuL'O-N:-LozA PA:FF
RaE NO—= 402b
5GALE: 1"-20'
Q
-
TRANSITION
PER RANCHO CUCAMONGA STD. 1406
KRZE-5 V I
UL TIMA TE RIW X�
R:
I — — — — — — — — — x
NEW
rEN 6 C >/
CL TN AC.8EW 36 AC. BER!h(t
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EXISTNG 37
AC BERM PM7 TYPE r
V 35'
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IEW
7w 33
EXIST. BIKE -LINE
1001
15+00 N OVOO'47" E 16+00 17+00
9ONG LFF ARROW LEGEND
"'EMNT z4 VEIWE PEI? CA TRANS STO A?A4
(41 r TO BE RE-PAINTff
76' 3IND joow
71
21' 7-T
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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W53 S16W ON
C6 -89-15-4 Ll 2 /--E— 3�A A-9 —/ RkbW AWAY POST
%4' 1 INZ, CONC 1 L— 4'
QI LANDSaff FH
7512
66
1 PROP CURB & GUTTER STA 14+71.90 EAST X
30'-)(- STA. 0+00TO
CENIER PROPOSED
ST T STA5+2162 18' 18' WHITE 'STOr LEGEND
5too 4f6� 100 2 00 Ah PER CALTRANS A240
Lw7wF,—
FH SID.
-0
N 89r54'12'E J-P
.XS Co
qp
(RI) STOP SIGN
3b pw effRa & cum 33'
1ANDSWE D
'2 L
N 4
4 L PROP. cow. Sffwu 8 t5 4 i
v-x X-- --X --------
7--
ST. W SIGN
SET ON 57. LT POLE
PER RX 50. Anl A 101-A
SCALE: 1"=20'
20 0 20 40 80
x
210 IFREEWAY---------- LEGEND CONSTRUCTION NOTES NOTE
SYMBOL BESCRIPTION @ EXISTING 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY SID. DWG. NO. 133 TO BE RE -PAINTED. ALL SIGNING AND STRIPING TO BE ACCORDANCE WITH THE
CITY OF RANCHO CUCAMONGA SID- NOs. 13i & 401.
PIL PROPER TY LINE 25 EXISTING DOUBLE YELLOW CENTER LINE PER CITY STD. DWG. NO. 133 TO Bt RE -PAINTED. CITY OF RANCHO CUCAMONGA,
i?/w RIGHT GIF WAY HYL 134.
-R MANH INSTALL REFLECTIVE -RANT MARKERS PEI? CITY STD. DWG. NO.
VICTORIA, ST SUH SEWL Ulf
WY WATER VALVE 0,27 EXISTING Dou6L-F raL0441 LEFT TURN LINE PER CITY STD.OWG� NO� IJ3 TO OE RE -PAINTED.
SIGNING -AND STRIPING PLAN,
> PRE HYDRANT @ INSTALL P-26(5) "NO STOPPING ANY PME "SIGN.
< -C, STREET LIGHT LA AVENUE BETWEEN 193ASE LINE ROAD AND VICTORIA STREET
OWENS (��PAINT 4' RIGHT EDGE LINE PER MUTCD 2012 DETAIL 227 B
DR
-79
IRAMC SIGN INSTALL R11 "STOP- SIGN. RAC MAP N0.165- 0
Lj N� ROW2008-000501
> LEFT TURN` ARROW INSTALL 463" SIG ON BREAK AWAY POST
-ED DATE: APPROV 3�� S
INSTALL THERMOPLASTIC N417E STOP LEGEIII) PER CALTRANS STANDARD A2AVp THERMOPLAS-fic 2" WDE LIMIT UNE
SITE
CITY ENGINEER I
(g PAINT 4" SOLID WHIM STRIPE PER CITY STD. DWG. 406. -1 -_ -- -- P,C.L. NO. - 536/2---
ASELINE RD, @INSTALL N-1 SIGN AND W57 SION. JULIO N. LOZA DESIGNED — ; - RECOMMENDED.
S9CCONSULTING CIVIL ENGINEERS
INSTALL "Lo MARKERS (WI-8 SIGN).
No. C54826 10534 Shady Lane Couirl, Rancho Cucamonga, CA 91737'e--�-
V N 7--r' ��IAF 30 INSTALL THERMOPLASTIC TYPE IV LEFT ARROW PER CALTRANS STD. DWO. A24A. EXP. 3-31-IG DRAWN SHEET
Phone : (909) 944 5602
N: T. S. 39 EXISTING BIKE LANE LINE TO RE -PAINTED PER MUTCD 2012 DETAIL 39A (BIKE LANE INTERSECTION LINE) A CIVI\- 14?5F 5 OF 5
CHECKED
CITY JULIO N. LOZA OATE DRAWING NO.
DESCRIPTION OF REVISION: DATE: APPROVED: 2351—S
R.CE. NO, 54.626