HomeMy WebLinkAbout2585 - Street ImprovementsCONSTRUCTION NOTES UNIT QUANTITY
CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-8.LF 130
CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 103 & 114.SQ-FT 530
CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE C.SQ-FT 925
EXISTING CATV/PB TO PROTECT IN PLACE.
EXISTING STREET LIGHT TO PROTECT IN PLACE.
GRIND AND OVERLAY 2" OF ASPHALT HOT MIX.TON 83
REMOVAL NOTE UNIT QUANTITY
REMOVE EXISTING CURB AND GUTTER.LF 130
REMOVE EXISTING CONCRETE SIDEWALK.SQ-FT 515
REMOVE EXISTING DRIVEWAY.SQ-FT 165
REMOVE EXISTING 2" A.C. PAVEMENT,.SQ-FT 6,569
STRIPING NOTES UNIT QUANTITY
PAINT "BIKE LANE ARROW & LEGEND" SYMBOL PER CLATRANS STD DWG. A24A & A24D.EA 1
PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD RSP A20D, DETAIL 39.LF 380
PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE "A" MARKERS.LF 225
INSTALL "NO STOPPING ANYTIME" SIGN PER CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD R26A(S)(CA).EA 1
PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133.LF 240
INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR HYDRANT MARKING PER CITY STANDARD NO. 134.EA 2
101
102
103
104
105
1
2
S1
S2
S3
S4
S5
3
4
106
S6
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 THE REMOVED, REPLACED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
3.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 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 STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING.
9.PRIOR TO INSTALLATION OF 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 OF AGGREGATE BASE.
10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
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.IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE 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.
14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION.
15.CITY APPROVAL OF THESE 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.
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:SOUTHERN CALIFORNIA EDISON (909) 357-6240
B:VERIZON (800) 483-300
C:SOUTHERN CALIFORNIA GAS COMPANY (909) 335-75630
D:CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591
E:METROPOLITAN WATER DISTRICT (909) 593-7474
F:TIME WARNR (800) 626-6299
G:CHARTER COMMUNICATIONS (909) 987-6275
EXISTING SURVEY MONUMENTATION:
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD (S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID
MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS:
1" IRON PIPE IN THE NORTH RIGHT OF FOOTHILL BOULEVARD, TAGGED L. S. 2386
WAI LIN MAUNG CHEN, RCE 83487, EXP. 3/31/27 DATE
R/W
℄ ARROW ROUTE
R/W
5'
5' EXIST SIDEWALK
11' TWO-WAY TURN LANE 11' TRAVEL LANE 12'-6" TRAVEL LANE
14'
34'2'
50'50'
36'36'14'
34'
7' BIKE LANE
2'
GUTTER
S
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
PROPOSED SIDEWALK
ASPHALT PAVEMENT
PROPERTY LINE
SURFACE SLOPE
WATER METER
BACKFLOW PREVENTOR
SEWER LINE
WATER LINE
EXISTING CITY STD. STREET LIGHT
℄CENTERLINE
FS FINISHED SURFACE
FL FLOW LINE
GB GRADE BREAK
LT LEFT
RT RIGHT
TC TOP OF CURB
100
100FS
X.X%
W
100
C
UOYREOFEBLLA GID
2585
DRAWING NO.
OF 3
PLANS PREPARED BY:
548 WALD, IRVINE, CA 92618
INFO@WHENGINEERINGGROUP.COM
PHONE: 949-229-3357
W.H. ENGINEERING GROUP
9/10/2025
CITY OF RANCHO CUCAMONGA
E
EXP. 3/31/27
NO. C 83487
A
CI IV
FETO C
TSA L A
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OPDRFE
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GNE
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N GTSIGER
DATE CITY APPROVEDDESCRIPTION OF CHANGE
RECOMMENDED
APPROVED BY:
CITY ENGINEER
DATE:
RCE NO.
DESIGN
DESIGN
DESIGN
67514
STREET IMPROVEMENT PLAN
FOR
ARROW ROUTE
SHEET INDEX
TITLE SHEET 1
STREET IMPROVEMENT PLAN 2
SIGNING AND STRIPING PLAN 3
NOTICE TO CONTRACTORS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL
CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND
HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS".
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS
COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE
ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO
LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OF IRRIGATION LINES WHOSE LOCATION
OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR
SHALL BE
RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO
DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR
ANY DAMAGE OR PROTECTION OF THESE LINES.
THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE
1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS
DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY
IDENTIFICATION NUMBER ISSUED BY U.S.A.
BASIS OF BEARING
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE BEARING OF
ARROW ROUTE BEING S89°54'23"E, TRACT NO 18817, M.B. 339/68-72.
BENCHMARK
CITY BENCHMARK NO.: 2-B
ELEVATION: 1137.735' DESCRIPTION: CONCRETE NAIL WITH COUNTY SURVEYOR
TAG, 2 FEET SOUTH OF SOUTH END OF S.E. CURB RETURN, 33 FEET EAST OF
CENTERLINE OF BAKER AVENUE, 53 FEET SOUTH CENTERLINE OF EIGHT
STREET. SEC. 16, T. 1 S., R. 7 ., S.B.M.
1
VICINITY MAP
SCALE:1" = 1000'
HISTORIC RTE 66
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EXP. 3/31/27
NO. C 83487
A
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ARROW ROUTEARROW ROUTE SECTION
SCALE NTS
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WM WM
10+009+008+007+00
STA.7+81.35 BC
36.00 RT
1183.98 TC
1182.31 FL
9'26'9'15'-3"
1183.30 FS
JOIN EXIST
SIDEWALK
STA.7+90.35 EC
45.00 LT
1183.05 FS
2%5'
9'
2%
9%9%
1183.06 TC
1182.56 FS
STA.8+16.35 BC
45.00 LT
1182.46 FS
STA.8+25.35 EC
36.00 RT
1182.10 TC
1181.43 FL
36
'
14
'
5'
50
'
℄ ARROW ROUTE
℄ M
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R/W
9'-7"9'35'9'
STA.8+87.58 BC
36.00 RT
1180.86 TC
1180.19 FL
STA.8+40.60
36.00 RT
1181.79 TC
1181.12 FL
STA.8+78.00
36.00 RT
1181.08 TC
1180.41 FL
5'
9'
STA.8+96.58 EC
45.00 LT
1180.87 FS
1180.97
FS
2%
9%
2%
9%
1180.30
FS
STA.9+31.58 BC
45.00 LT
1180.20 FS
STA.9+40.58 EC
36.00 RT
1179.78 TC
1179.11 FL
1179.34
FS
R = 9'
R = 9'
R = 9'
R = 9'
1182.20 FS
JOIN EXIST
SIDEWALK
1182.10 FS
JOIN EXIST
SIDEWALK
2%
1181.26 FS
JOIN EXIST
SIDEWALK
2%
1181.36 FS
JOIN EXIST
SIDEWALK
1179.89 FS
JOIN EXIST
SIDEWALK
2%
1179.99 FS
JOIN EXIST
SIDEWALK
101 101
102 102
103 103
104
105
1
2 2
2.2%20
0
+
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0
STA.:200+00.00 CL MANOLA PL=
STA.:10+00.00 CL ARROW ROUTE
SU
B
106
4
5'
5'5'3
3
1
118
2
118
1
118
0
117
9
0.
7
%
BEGIN STREET CONSTRUCTION
STA. 7+81.35
ELEV. 1182.88 END STREET CONSTRUCTION
STA. 9+75.08
ELEV. 1178.95
1.8%
1.
6
%
1.9%
2.1%
1.
8
%
2%
2.1%
1.
6
%
2%2%
1.
6
%
1.4%
2%
5'
1183.20 FS
JOIN EXIST
SIDEWALK
1183.15
FS
S
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
PROPOSED SIDEWALK
ASPHALT PAVEMENT
PROPERTY LINE
SURFACE SLOPE
WATER METER
BACKFLOW PREVENTOR
SEWER LINE
WATER LINE
EXISTING CITY STD. STREET LIGHT
℄CENTERLINE
FS FINISHED SURFACE
FL FLOW LINE
GB GRADE BREAK
LT LEFT
RT RIGHT
TC TOP OF CURB
100
100FS
X.X%
W
100
CONSTRUCTION NOTES UNIT QUANTITY
CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104, TYPE A2-8.LF 130
CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 103 & 114.SQ-FT 530
CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE C.SQ-FT 925
EXISTING CATV/PB TO PROTECT IN PLACE.
EXISTING STREET LIGHT TO PROTECT IN PLACE.
GRIND AND OVERLAY 2" OF ASPHALT HOT MIX.TON 83
REMOVAL NOTE UNIT QUANTITY
REMOVE EXISTING CURB AND GUTTER.LF 130
REMOVE EXISTING CONCRETE SIDEWALK.SQ-FT 515
REMOVE EXISTING DRIVEWAY.SQ-FT 165
REMOVE EXISTING 2" A.C. PAVEMENT,.SQ-FT 6,569
101
102
103
104
105
1
2
3
4
106
STREET IMPROVEMENT PLAN
SCALE 1"=20'
SCALE 1"=20'
4020010203040
2
2585
DRAWING NO.
OF 3
PLANS PREPARED BY:
548 WALD, IRVINE, CA 92618
INFO@WHENGINEERINGGROUP.COM
PHONE: 949-229-3357
W.H. ENGINEERING GROUP
9/10/2025
CITY OF RANCHO CUCAMONGA
E
EXP. 3/31/27
NO. C 83487
A
CI IV
FETO C
TSA L A
ORNI
R
ILF
S
I LINWA
E
CH
OPDRFE
REE UNAM
GNE
NAL
INE
ISO
N GTSIGER
DATE CITY APPROVEDDESCRIPTION OF CHANGE
RECOMMENDED
APPROVED BY:
CITY ENGINEER
DATE:
RCE NO.
DESIGN
DESIGN
DESIGN
67514
RT 1178 -
RT 1182 -
RT 1180 -
RT 1184 -
RT 1186 -
- RT 1182
- RT 1180
- RT 1184
- RT 1186
SCALE:
HOR.1" = 20'
VERT.1" = 2'
- RT 1178
9+008+007+00 10+00
EXIST GUTTER
FLOW LINE
2%
2%
ST
A
.
8
+
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FOR
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ST
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7
8
T
C
R = 9'
R = 9'
R = 9'
R = 9'
PROPOSED TOP
OF CURB
BIK
E
LA
N
E
12
'
-
6
"
11
'
11
'
℄ ARROW ROUTE
S1
℄ M
A
N
O
L
A
P
L
36
'
14
'
5'
50
'
50
'
36
'
14
'
5'
9'
5'
9'
2%2%
9%9%
2%
9%
2%
9%
2%
2%2%
S4
7'
BI
K
E
L
A
N
E
12
'
-
6
"
TR
A
V
E
L
L
A
N
E
11
'
TR
A
V
E
L
L
A
N
E
11
'
TW
O
-
W
A
Y
T
U
R
N
L
A
N
E
S2
S3
S5
SU
B
S6
S6
7'
3'
EX
I
S
T
B
I
K
E
L
A
N
E
20'
TAPER
3'
BI
K
E
L
A
N
E
MATCH EXISTING STREET STRIPING
MATCH EXISTING STREET STRIPING
MATCH EXISTING
BIKELANE STRIPING
STRIPING NOTES UNIT QUANTITY
PAINT "BIKE LANE ARROW & LEGEND" SYMBOL PER CLATRANS STD DWG. A24A & A24D.EA 1
PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD RSP A20D, DETAIL 39.LF 380
PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE "A" MARKERS.LF 225
INSTALL "NO STOPPING ANYTIME" SIGN PER CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD R26A(S)(CA).EA 1
PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133.LF 240
INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR HYDRANT MARKING PER CITY STANDARD NO. 134.EA 2
S1
S2
S3
S4
S5
S6
SIGNING AND STRIPING PLAN
SCALE 1"=20'
3
2585
DRAWING NO.
OF 3
PLANS PREPARED BY:
548 WALD, IRVINE, CA 92618
INFO@WHENGINEERINGGROUP.COM
PHONE: 949-229-3357
W.H. ENGINEERING GROUP
9/16/2025
CITY OF RANCHO CUCAMONGA
E
EXP. 3/31/27
NO. C 83487
A
CI IV
FETO C
TSA L A
ORNI
R
ILF
S
I LINWA
E
CH
OPDRFE
REE UNAM
GNE
NAL
INE
ISO
N GTSIGER
DATE CITY APPROVEDDESCRIPTION OF CHANGE
RECOMMENDED
APPROVED BY:
CITY ENGINEER
DATE:
RCE NO.
DESIGN
DESIGN
DESIGN
67514
SCALE 1"=20'
4020010203040
FOR
SIGNING AND STRIPING PLAN
ARROW ROUTE
-S