HomeMy WebLinkAbout2519GENERAL NOTES S R ET
PRIVATE ENGINEERS NOTICE TO
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE
PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND COWRACTOR
B
THE STANDARD SPECIFICATIONS FOR PU: LIC WORKS
CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED
PY A Q�'ADnW M_7 AVAII AM[ E7 Dr7f�nDnQ -M -rUE7 MCCT nt!' n"D
rRIMILIAM VVIIH IANU Z)HALL tit Nlt,��UN�)1011_r_ rUK AUMLKLNUlt
E
TO THESE STANDARDS AND SPECIFICATIONS. KNOWLEDGE THERE AR: NO EXISTING UTILITIES EXCEPT AS
CITY OF RANCHO CU
SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE
2. ALL PIPELINES OR SUBSTRUCTURES Or ANY KIND, TELEPHONE
All A
OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT l:
"- I 11100
N
ETC. SHOWN OR NOT SHOWN, ON THESE PLANS WITHII THE
SHOWN ON THESE PLANS,
E V. C.
RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE
"CONSTRUCTION
LOCATION OF TEMPORARY
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK
BENCHMARK - SCRIBED
: :
REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED
SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT
ON TOP OF CURB
AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A
12.3' EAST OF CURB
ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE
SAFE WORK PLACE TO WORK AND THE PUBLIC IS PROTECTED.
ANGLE POINT
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY
ELEVATION 1425-22
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
WITH THE "OCCUPATIONAL SAFETY AND HEALTH R: GULATIONS"
E
101 mill
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS
ST. LT.
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,
"CONSTRUCTION
CA TCH BASIN
WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
icm
PLANS.
N
THE CIVIL ENGII EER SHALL NOT BE RESPONSIBLE IN ANY WAY
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6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY
FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE
14 EA
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO
WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"
12 EA
r':H:('AkA::r)klr--A alimi ir, MinDVQ Fkinimp"irpimn np7PAPTUP'NIT Q:pinP
INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY
OF RANCHO CUCAMONGA STD. PLAN 134
2 EA
H
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT S: ALL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR AGRONOMIC SOILS REPORT SHALL BE FURNISHED To
DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR
E
CONTENT AND GRADATION OF ASPHALT PAVING. NUTRIENT DEFICI: NCIES MAY REQUIRE BACKFILL SOIL
AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
9. PRIOR TO INSTALLAT11ON OF ANY PAVING, A MATERIALS REPORT
SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND
TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R -VALUE, ACCEPTANCE BY THE ENGINEERING SERVICES
SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DEPARTMENT
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE 4. STREET TREES ARE TO BE PLANTED PIER PUBLIC
AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL IMPROVEMENT PLANS ONLY.
SECTIONS.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL
B
WHICH CONSISTS OF A ROCKY MATERIAL, THE SU: -GRADE
SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH
PROTRUDE ABOVE THE SUIB-GRADE AND ALL VOIDS OR
D E
PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL
N
OF A QUALITY BETTER THA THE NATIVE MATERIAL.
Ur 1r1r_ U.Z3. Ur-rAMIMUNI Ur INUU:�)IKIAL RELAIIONS
E V. C.
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY
"CONSTRUCTION
FLOWLINE ELEV
OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
STREET NAME
N L A E
TA ICA N M
C GMMION NAME I
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE
POINT OF INTERSECTION
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
U. 0. C.
ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
END CURVE
POINTS, EDGE OF PAVEMENT POI: TS WITHIN 0.0,1 FOOT OF
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
CL
SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
101 mill
INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED By
LIMITED TO NORMAL WORKING HOURS; AND THAT THE
ST. LT.
CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
CA TCH BASIN
AREAS.
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
icm
_111 IBM, go
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS
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6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY
PROJECT, EXCEPTING FOR FOR THE LIABILITY ARISING FROM
14 EA
LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED
THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
12 EA
PRIOR TO PAVING.
INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY
OF RANCHO CUCAMONGA STD. PLAN 134
2 EA
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH
CONS71UCT CURBSIDE DRAIN OUTLET -MEDIUM
CAPACITY PER CITY OF RANCHO CUCAMONGA STD.
PLAN 107-8
1 EA
BACKFILL, COMPACTING ORIGINAL GROUND AND ALL
CONSTRUCTION NOTES FOR STREET
2 EA
SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY
OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
TREES -
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY
NGINEER FOR APPROVAL PRIOR TO THE, PLACEMENT OF BASE
E I
1. ALL STREET TREES ARE TO BE PLANTED IN
UATC-DIAI C AKIM /nD q ipp7Ar-wr-_
Ar1r1nDr-%Ahl UATU r11TV CTAMT'�Ao rl
H
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT S: ALL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR AGRONOMIC SOILS REPORT SHALL BE FURNISHED To
DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR
E
CONTENT AND GRADATION OF ASPHALT PAVING. NUTRIENT DEFICI: NCIES MAY REQUIRE BACKFILL SOIL
AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
9. PRIOR TO INSTALLAT11ON OF ANY PAVING, A MATERIALS REPORT
SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND
TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R -VALUE, ACCEPTANCE BY THE ENGINEERING SERVICES
SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DEPARTMENT
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE 4. STREET TREES ARE TO BE PLANTED PIER PUBLIC
AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL IMPROVEMENT PLANS ONLY.
SECTIONS.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL
B
WHICH CONSISTS OF A ROCKY MATERIAL, THE SU: -GRADE
SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH
PROTRUDE ABOVE THE SUIB-GRADE AND ALL VOIDS OR
D E
PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL
N
OF A QUALITY BETTER THA THE NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRAD:E, EXISTING SURVEY MOMUMENTATION
A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE LL
I HEREBY CERTIFY THAT I HAVE IDEN11FIED A SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS
UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE
MANUFACTURER'S RECOMMENDED RATE FOR THE FULL DESCRIBED, AS FOLLOWS:
PAVEMENT WIDTH PRIOR TO PAVING. FOUND MAG NAIL LOCATED AT THE INTERSECTION OF CENTERLINES OF COPLEY
DRIVE AND SANDTON PLACE
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOUND MAG NAIL LOCATED AT THE INTERSEC11ON OF CENTERLINES OFISANDTON
FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR PLACE AND WILSHIRE DRIVE
SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION
E
QUANTITIl S BEFORE SUBMITTING A BID, ANY ITEM OF WORK DATE.
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED JOHN C. BENTLEY, RLS. NO. 72
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS
INCLUDED IN THE OTHER ITEM'S OF WORK.
14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD R/W R/W
NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION.
15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER
LOT 1 LOT 2 LOT 3
'p'0PLEY DR
LOT 8
LOT 9
111!71 �,� i Flilillill I il 11
fiAN
mill Al in
T C.
TOP OFCURB
E V. C.
END VERTICAL CURVE
F. L.
FLOWLINE ELEV
FS
STREET NAME
N L A E
TA ICA N M
C GMMION NAME I
P.I.
POINT OF INTERSECTION
G. B.
GRADE BREAK
U. 0. C.
MIDDLE OF CURVE
EC.
END CURVE
N. T, S,
IVOT TO SCALE
CL
CENTERLINE
PL
101 mill
R=
RATE OF GRADE
ST. LT.
STREET LIGHT
C B.
CA TCH BASIN
DWY
DRIVE WA Y
11111 1111_1
_111 IBM, go
n /�
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRAD:E, EXISTING SURVEY MOMUMENTATION
A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE LL
I HEREBY CERTIFY THAT I HAVE IDEN11FIED A SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS
UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE
MANUFACTURER'S RECOMMENDED RATE FOR THE FULL DESCRIBED, AS FOLLOWS:
PAVEMENT WIDTH PRIOR TO PAVING. FOUND MAG NAIL LOCATED AT THE INTERSECTION OF CENTERLINES OF COPLEY
DRIVE AND SANDTON PLACE
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOUND MAG NAIL LOCATED AT THE INTERSEC11ON OF CENTERLINES OFISANDTON
FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR PLACE AND WILSHIRE DRIVE
SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION
E
QUANTITIl S BEFORE SUBMITTING A BID, ANY ITEM OF WORK DATE.
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED JOHN C. BENTLEY, RLS. NO. 72
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS
INCLUDED IN THE OTHER ITEM'S OF WORK.
14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD R/W R/W
NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION.
15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER
LOT 1 LOT 2 LOT 3
'p'0PLEY DR
LOT 8
LOT 9
111!71 �,� i Flilillill I il 11
fiAN
mill Al in
T C.
TOP OFCURB
E V. C.
END VERTICAL CURVE
F. L.
FLOWLINE ELEV
FS
FINISHED SURFA CE
B.C.
BEGIN CURVE
P.I.
POINT OF INTERSECTION
G. B.
GRADE BREAK
U. 0. C.
MIDDLE OF CURVE
EC.
END CURVE
N. T, S,
IVOT TO SCALE
CL
CENTERLINE
PL
PROPERTY LINE
R=
RATE OF GRADE
ST. LT.
STREET LIGHT
C B.
CA TCH BASIN
DWY
DRIVE WA Y
I/ �-
Ur-0-ritAlf .11110%117'
n /�
nhl 11111mo
W, gift -1
L
�SIS Of BEARINGS ARE BASED ON THE SOUTH 1_11i
SECTION 27 BEING N89"32"19"E PER CALTRANS
_7HT OF WAY MAP NCO. 67018-01 DATED APRIL 1,
94.
SOIL ENGINEER
CITY & COUN7Y SOIL ENGINEERING AND TESTING
ZEN S. BHATIA R.C.E. f,36150
2324 S. VINE -YARD AVE. SUITE B
ONTARIO, CA 91751-7775
909-930-5868
_oli` DEVELOPER
SHAREEF AWAD
DIAR, LLC
998 S. TEAKWOOD AVE.
BLOOMINGTON, CA 92316
BANYAN
BUIGnMARA
RAS ER OF
SET 2.5 " R 8 DIS X NORTHWEST COR:
NORTHERLY CATCH BASIN AT THE NORTHWEST CORNER
OF EAST AVENUE BANYAN 35+ NORTH OF THE BGR
ON THE WEST SIDE OF EAST AVENUE STAMPED :RANCHO
CUCAMONGA BENCHIMAZIK 10089A
Up
INDEX SHEETS
SHEET NO. DESCRIPTION
1 TITLE SHEE7; NOTES, QUANTITIES & INDEX MAP
2 PLAN AND PROFILE
t
ITEM
DESCRIPTION
QTY
ITEM
DESCRIPTION
QTY
(D
CONSTRUCT 3" A -C, OVER 4" A.B.
31,684
SF
B. V. C.
E. V R.
REMOVE EXISTING METAL W -BEAM BARRICADE
2 EA
WA TER METER
MANHOLE
CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF
RAN-CHO CUCAMONGA STD. PLAN 104
1,980 LF
@
JOIN EXISTING A.C. PAVEMENT PER DETAIL ON
SHEET 1
2 EA
CONTACT ALL UTILITY CGMIPANIES AS REQUIRED, 2 DAYS PRIOR TO
CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY
OF RANCHO CUCAMONGA STD. PLAN 103
7,887 SF
a
REMOVE AND REPLACE APHALT PER CITY OF
RANCHO CUCAMONGA STD. PLAN NO. 120
196 SF
(D
INSTALL STREET TREES PER CITY OF RANCHO
CUCAMONGA STD. PLA 501 AND NOTES ON SHEET 1
N
34 EA
@
REMOVE AND REPLACE SIDEWALK PER CITY OF
RANCHO CUCAMONGA STD. PLAN 1:03
100 SF
(D
INSTALL 39W LED STREET LIGHT
7 EA
R/W
INSTALL COBBLE STONE HARDSCAPE AT PARKWAY
PER STD. PLAN 542 CASE 1
3,390 SF
CONSTRUCT DRIVE APPROACH TYPE R-1 PER CITY OF
RANCHO CUCAMONGA STD, PLAN 101
14 EA
CONSTRUCT PARKWAY DRAIN PER 2012 AASHTO
E
GRE N BOOK STD. PLAN 151-2
12 EA
INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY
OF RANCHO CUCAMONGA STD. PLAN 134
2 EA
CONS71UCT CURBSIDE DRAIN OUTLET -MEDIUM
CAPACITY PER CITY OF RANCHO CUCAMONGA STD.
PLAN 107-8
1 EA
INSTALL STREET NAME SIGN PER CITY OF RANCHO
CUCAMONGA STD. PLAN 401-A AND 401-B
2 EA
H U
(12') (12') RANG 0 CUCAMONGA MUNICIPAL UTILITY (RCMI (9Gg) 919-2612
�_ I -
(4') (7.5")
_r f . `j 10 j I
P*PnU PPqP0Mq1A11 ITY PnP TPF .50') ---A
CORRECTION OF ERROR AND 0.50' 0.50, 0 1 1
OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST .1.7% 1.7%
THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY
PMA R MKW ANY
E E L SIDEWALK
SUBMITTED TO TH: CITY ENGIN: ER FOR APPROVAL. SIDEWALK
16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, STREET A COBBLE
CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 10 = i Ov
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF T.I. 5.0 ; R=74
THE INSPECTOR.
17, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS
PRIOR TO EXCAVATION. L_ —I
4 7.5'
0. 50' �— & 11 *
P K
AR: WAY
EX. SIDEWALK
m
GOLD PLANE AND JOIN DETAIL
NO SCALE
IN
(7.5') (4')
(0.50� SOUTHERN CALIFORNIA GAS - RESIDENTIAL (80:0) 427-2200
WATER AND SEWER:
EX. SIDEWALKJ CUCAMONGA VALLEY WATER DISTRICT (CVWD) (9G9) 987-2591
DRIVE
LE: 1 10' CABLE TV
T.J. 5.0
60' CHARTER COMIMUNI CATION'S (866) 499-8080
12 30' FRONTIER COMMUNICATIONS (877) 908-1288
18' 12'
REFUSE BUR::RT:EC DISPOSAL (909) 987-3717
7.5 4 I-_ 0.50,
y --/-
PROP. -
SID EWALK I,
I
I
;�4TREET IMPROVEMENT PLANS
TRACT No. 19917
T'ITL E. SHEET
OW 2019 � 00-1 ZS
APPROVED BY -
CITY EN'GINEE2
RCE: 67514
DomG NO.
2 I_
519
B.C.R.
BEGIN CURB RETURN
FIRE HYDRANT
-
B. V. C.
E. V R.
BEGIN VERTICAL CURVE
END CURB RETURN
0
WA TER METER
MANHOLE
UTILITY CONTACTS. --
15
STREET TREE
STREET LIGHT
CONTACT ALL UTILITY CGMIPANIES AS REQUIRED, 2 DAYS PRIOR TO
EXCAVATION.
ELECTRICITY AND GAS:
R/w
(60)
R/W
(30')
(30')
ELECTRICITY SOUTHERN CALIl ORNIA EDISON (800) 655-4555
F
H U
(12') (12') RANG 0 CUCAMONGA MUNICIPAL UTILITY (RCMI (9Gg) 919-2612
�_ I -
(4') (7.5")
_r f . `j 10 j I
P*PnU PPqP0Mq1A11 ITY PnP TPF .50') ---A
CORRECTION OF ERROR AND 0.50' 0.50, 0 1 1
OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST .1.7% 1.7%
THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY
PMA R MKW ANY
E E L SIDEWALK
SUBMITTED TO TH: CITY ENGIN: ER FOR APPROVAL. SIDEWALK
16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, STREET A COBBLE
CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 10 = i Ov
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF T.I. 5.0 ; R=74
THE INSPECTOR.
17, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS
PRIOR TO EXCAVATION. L_ —I
4 7.5'
0. 50' �— & 11 *
P K
AR: WAY
EX. SIDEWALK
m
GOLD PLANE AND JOIN DETAIL
NO SCALE
IN
(7.5') (4')
(0.50� SOUTHERN CALIFORNIA GAS - RESIDENTIAL (80:0) 427-2200
WATER AND SEWER:
EX. SIDEWALKJ CUCAMONGA VALLEY WATER DISTRICT (CVWD) (9G9) 987-2591
DRIVE
LE: 1 10' CABLE TV
T.J. 5.0
60' CHARTER COMIMUNI CATION'S (866) 499-8080
12 30' FRONTIER COMMUNICATIONS (877) 908-1288
18' 12'
REFUSE BUR::RT:EC DISPOSAL (909) 987-3717
7.5 4 I-_ 0.50,
y --/-
PROP. -
SID EWALK I,
I
I
;�4TREET IMPROVEMENT PLANS
TRACT No. 19917
T'ITL E. SHEET
OW 2019 � 00-1 ZS
APPROVED BY -
CITY EN'GINEE2
RCE: 67514
DomG NO.
2 I_
519
Lr --50' VC.
-55. -'1 �.-EL=1410.54L- C)
_LF:;5-0- V.C- L- 05' q Lo
C)
>: >; C)
P.I,-EL=1408.25!' e6 jc��? Li +
caw C! cn
141
1 5
C14
Lip Cj %
L 50' U.
+
+ to
L) Of ci� (D! C14
U C) C5
C)
m
A,
41141
00 C>
C)
to to
C14 to co
MI 13i
L) U') ro Ln Cn
co
EXISTING w4u-i 6'1
10 C), ri, 1 4T +
O
,cd CD
GRADE TEr rca+ C) CD I.P3
i U -i CC q-- EN
'5? 6 1410
ri C
+ czj�
. + Uj
PROFILE ri� + 5 00
18,
POINT EXISTING GRADE
172.27% WLY PROFILE
(R-- ().61%
1405 TOP OF 6" CURB18'1405
PROPOSED CATCH
N'LY PROFILE
BASIN
U-
L=
EXISTING
L 10. 51
GRADE 0 CL
1415 L=83.36' Ln wtn
LO
L=50i Vt. C) IL -0- Lo cil�
Lp C3
r- C�
150 VC + +
---------- U tn
C14
pi ii)5.9tF' LL- C14
LLj
m (f) (n
tr) on
LL- L- to cni, LL- L 01
ad 00 +
0-4 L6 C --j
C-� 00 1
to Do CENTERLINE
ca L'j 1410 1. 1
Cip " 00
1410
00 4- s. + C3 ca PROFILE
+ CD C� w
r- �4- CO CD
�0 r- r--
-04 N r Cl%
+ +
00
-&, L-1
IDENTICAL
g'N T
(R= 0.807.
2.27% 1.90% L=111.67'.
0. C. L=50!' V,C'
1405
G CENTERLINE -EL-1410x5_i4L)
EXISTIN 11.00
GRADE W CL
PROFILE L-50'IV.C. L=50' V.C.
L=W V.C.
P. -I E - L=1408 14081190" P.I.-FL=409.10" US CD Cp%
.25' b 50' P.I.-EL= C)
C)
W '--to -
C) C'4
C-3 C� + C5 +
w Lj cn CN
LIJ !q
CD cc
Llj cci
-ILD co cn
C-4
i 1 9 00
Lo
00 go C� U-) ;i C4epi
ICY)
4
- + -'ri C> [no 06 co: C)
od 7 m 'n r : F C) m
0!�! co CID CD
114 U�' to 1410 CD
Cd co
r-- ri w TOP OF 6" CURB 18'
+
77�' Ics 0.50 2.GO%
ca -i 00
-08:92 % CN ELY : PROFILE
EXISTING GRADE 18,
1.90% IDENTICAL
4 01 TOP OF 6" CURB 18' POINT ELY PROFILE
0%
1405
EXISTING GRADE 19, CATCH SLY PROFILE
1405,
SLY PROFILE� BASIN
26+00 27+00 28+00 29!+00 1+010 2+01: 3+00
IG HIT
SEE RIC SEE LEFT
'4
JOIN EXISTING STREET IMPROVEMENTS
IR/W
PER DWG. NO. 2356
e"� /w
6 6 6
(TRACT NO. 18122) S45" 02' 46"W -cry co
C.iiiiii >,-:I I
i I .
STA 26+85.00 C
cp
+ S45' 02' 46"W 32.56'
fma71 y- L, i - I
<
/LAN DATUM C" X 32.56' r-
1408,10
140 .62 FL -m /w 7 6 7 01: >:
+ rij Uj Cp 3:: w 3:: 6 -T-
r- U-)
m
:+
411) 51 Tc
DE 0
1kic.
TPL
PER WG
(TRA 'T N 0'0'8
C
ST 6+85-00 -0
A 2
3 + C14
PER DING. NO 2356 DATUis
14G5.62 TC 405.12 FI- 00 2 Ill 53' 42"W Cil j 14 R /W -
JOIN EXISTING CURB & GUTTER- ID✓4444 .
4444 0' 00' 4-6"E 327.45'
--k
\-Q4 K&.
------ 41 1408.31 W
114099.6 C
29 0 i122�
29 8 -Ti
�00 / , , I g!� -\
�A-4-00 1:0 - - / n14 J
INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD, PLAN 501 AND NOTES ON SHEET 1
INSTALL 39W LED STREET LIGHT PER SEPARATE PLAN
CONSTRUCT DRIVE APPROACH TYPE R-1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 101
SCALE 1 40' INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134
INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-A AND 401-B
REMOVE EXISTING METAL W -BEAM BARRICADE
JOIN EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1
11
REMOVE AND REPLACE APHALT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 120
VV4VVVVVVVVNAAAN~
REMOVE AND REPLACE SIDEWALK PER CITY OF,RANCHO CUCAMONGA STD. PLAN 103
DIALTWO WORKING
R
�6 1d9 FF -r) DAYS BEFOI E (1-3) INSTALL COBBLE STONE HA:RDSCAPE AT PARKWAY PER STD. PLAN 542 CASE 1
1409.10 FL 2 3+00 326.89'
... ..... . .. . L
1409.6326.
409 GO TC cl, WAIN PLACE �00' 00' 46
mou
`4n La
;zSOO00 46"E R 1W
U-3 ia
+ Lj
40
5
Curve Table
CURVE
LENGTH
"'�COPLEY DRNE
1408.31 TC
I
C1
111.67
71.00
0910'07'04"
71.15'
C2
83.36
81w
090*07'04"
53.11'
C3
55.05
35.00
I �A�]C
6A
35.07'
C4
54.91
-D V 11
QF --
ell
34.93'
i-247
83.14
53.00
0
52.89'
C6
111.38
71.00
089'52'56"
70.85'
C7
.98'
83.00
�-Lj :<
LAJ
T 1405.12 FL
1405, 62 C
I
83.0-0
-,-j
C4
14
C-)
N.
C,:)
LLI 1%
r
PER DWG. NO �356 DAT
C3 �_Z ,
6
'tF
14
Go
JOIN EXISTING CURB & CUTTER
c�'
3:
+
C6
LO
+
++
'00
m
--i
C14 En
3=
w
n
>:
00 C=)
+
0) +
Ch +
+
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ki
f:1
C:1
10
C141 -
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C C-4
(D
8
C6
00
04 Cj
-)
Ill
CONSTRUCTION
NOTES:
CONSTRUCT 3"
A.C. OVER 4"
A.B.
CONSTRUCT A2-6
CURB AND
GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN
104
n3
CONSTRUCT 4'
THICK CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD.
PLAN 103
INSTALL STREET TREES PER CITY OF RANCHO CUCAMONGA STD, PLAN 501 AND NOTES ON SHEET 1
INSTALL 39W LED STREET LIGHT PER SEPARATE PLAN
CONSTRUCT DRIVE APPROACH TYPE R-1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 101
SCALE 1 40' INSTALL BLUE REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134
INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-A AND 401-B
REMOVE EXISTING METAL W -BEAM BARRICADE
JOIN EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1
11
REMOVE AND REPLACE APHALT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 120
VV4VVVVVVVVNAAAN~
REMOVE AND REPLACE SIDEWALK PER CITY OF,RANCHO CUCAMONGA STD. PLAN 103
DIALTWO WORKING
R
�6 1d9 FF -r) DAYS BEFOI E (1-3) INSTALL COBBLE STONE HA:RDSCAPE AT PARKWAY PER STD. PLAN 542 CASE 1
1409.10 FL 2 3+00 326.89'
... ..... . .. . L
1409.6326.
409 GO TC cl, WAIN PLACE �00' 00' 46
mou
`4n La
;zSOO00 46"E R 1W
U-3 ia
+ Lj
40
5
Curve Table
CURVE
LENGTH
: S
RADIUS
DELTA
TANGENT
C1
111.67
71.00
0910'07'04"
71.15'
C2
83.36
53-00
090*07'04"
53.11'
C3
55.05
35.00
090'07'04"
35.07'
C4
54.91
35.00
089'52'56"
34.93'
C5
83.14
53.00
089°52g 56"
52.89'
C6
111.38
71.00
089'52'56"
70.85'
C7
130.55
83.00
0:90'07'0,4"
83.17
C8
130-21
83.0-0
08952'56"
82.83'
YOU I% YOU DIG -
(14) CONSTRUCT PARKWAY DRAIN PER 2012 AASHTO GREEN BOOK STD. PLAN 151-2
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY 1 CONSTRUCT CURBSIDE DRAIN OUTLET -MEDIUM CAPACITY PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-B
UNDERGROUND SERVICE ALERT
IRE",
6
.. . ........... . .
-41
ED
R/W
5
r- ry
C)
Lq j
+
IN >: Lo
S44* 57'-113"E 32.49'
6
PLA: DATUM'. +
4 '�A �� �2
11cra
420,56 TCZ1 4210.15 FL) +
141&02 TC 1417.52 F
ro ?- w I C) S89" 53' 42"E
•PER DWG. NO 2356 DATUM
R 1-
BENCHMARK
�2
S13
53' 42"E 5+00 6
WLSHIR DRIVE
S'w ---
N\-( �3 S89' 53' 42bE
482
IP
scale 1'l 40'
T-
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121 2 <
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...:_____ .-.. ___-_. ___. .*���� ,:M__ _......a. 4,444.._. -
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*ELECTRIC CONDUIT TO BE PLACED IN
PARKWAY. ANY TREES REMOVED OR LLJ
-DAMAGED DURING CONSTRUCTION WILL BE
REPLACED IN KIND
z -
A <
0
-S7
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18'
0
PROSCALES
HORIZFILE . 1"=40'
VERT. 1"=4'
6
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APPROVED BY: Di
CITY ENGINEER
PLAN PREPME�" RMOMMENDED
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4141 E. [hiand lBlvd, SU66250 SHEET
Ontario Caftriftla 917M
2 oF 2
DRMINO NO.
'DATE FILE NO 2519
PER L)WO 2356 D
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Lq
CD
13
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JOIN EXISTING CURB & GUTTER
C!
n
JOIN EXISTING STREET IMPROVEMENTS
+
F5
-j
STA. 3+85.10 WILSHIRE AVENUE
40 80
vil,
PER DWG. NO. 2356
(TRACT NO. 18122)
scale 1'l 40'
T-
U>
m
121 2 <
S, I I I
...:_____ .-.. ___-_. ___. .*���� ,:M__ _......a. 4,444.._. -
C -D
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*ELECTRIC CONDUIT TO BE PLACED IN
PARKWAY. ANY TREES REMOVED OR LLJ
-DAMAGED DURING CONSTRUCTION WILL BE
REPLACED IN KIND
z -
A <
0
-S7
z
<
rn
18'
0
PROSCALES
HORIZFILE . 1"=40'
VERT. 1"=4'
6
3 P r >: 4
, :a
ca
r
m
II
L
APPROVED BY: Di
CITY ENGINEER
PLAN PREPME�" RMOMMENDED
1ma
4141 E. [hiand lBlvd, SU66250 SHEET
Ontario Caftriftla 917M
2 oF 2
DRMINO NO.
'DATE FILE NO 2519