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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, HALVES, 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 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 BESET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN0.01 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 ANDiOR 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 THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
TO THE CITY ENGINEER, LISTING ALL TESTSOR DETERMINATIONS COMPLETED TO VERIFY:
R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R=VALUE AND PAVEMENT TESTS
TAKEN TO DETERMINE STRUCTURAL SECTIONS.
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.G. 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 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 SHALL BE
CONSTRUCTED AT EACH INTERSECTION,
15. CITY APPROVAL OF PLANS DIVES 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. REPLACE ALL DISTURBED PAVEMENT MARKINGS, STRIPING AND SIGNAGE IN KIND,
18, CONTACT ALL UTILITY' COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION'.
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
A. VERIZON (800) 483.3000
1400 E. PHILIPS BLVD.
POMONA, CA 91766
B. SOUTHERN CALIFORNIA GAS CO (800) 427-2200
P.O. BOX 3003
REDLANDS, CA 92373
C, CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591'
10440 ASHFORD STREET
P.O. BOX 638
RANCHO CUCAMONGA, CA 91729
D. METROPOLITAN WATER DISTRICT (909) 593-7474
700 N. MORENO AVE.
LA VERNE, CA 91750
E. ADELPHIA (800) 481-1115
1205 DUPONT ST.
ONTARIO, CA 91752
F. CHARTER COMMUNICATION (909) 880.0220
4240 N. HALLMARK PARKWAY
SAN BERNARDINO, CA. 92407
G. SOUTHERN CALIFORNIA EDISON COMPANY (909) 6654555
7961 REDWOOD AVENUE
FONTANA, CA. 92336
Underground Service Alert
CALL
TOIL FREE
811
TWO WORKING DAYS BEFORE YOU DIG
,r
r
•, • )` 7 •' r ,i
DRAWINGS.THESE
THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OFTHIS PROJECT;
W, 10,1906,00 •• •- ~ • i .,.
iLq A WM 1111110 • ',• R i4 • W1 ! • •• W4 FAI, W a Pevtw4j!
LIABILITY, REAL OR ALLEGEDJNCONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
THE ENGINEER,
;CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEERPRIOR TO THE COMMENCEMENTOF ANY •`
RESPONSIBILITY01F THE CONTRACTORTO NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
BEGINNING OF •` OF • .• •
CONTRACTOR SHALL COMPLYi
.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TOflNISHGRADE J b B •
BOXESUTILITY AND LIDS,
CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS To COMPLETE THE WORKm
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR
',,
VAN I AELE DEVELOPMENT
CORPORATION
2900 ADAS STREET, SUITE C-25
RIVERSIDE, CA. 92504
BASISFBEARINGS:
ENGINEERCML
THE WESTERLY LINE OF THE SW 114 OF THE SW 114 OF SEC.1, T,1 S, R. 7 W., S.B.M. PER
MADOLE and ASSOCIATES, INC.
AMENDING PARCEL MAP NO.11030, RECORDED IN BOOK 145, PAGE 33 THROUGH' 39, INCLUSIVE,
9302 PITTSEIURGH AVENUE SMITE 230
OF PARCEL MAPS, BEING N 0"D770" W, WAS USED AS THE BASIS OF BEARINGS FOR THiS MAP.
RANCHO CUCAMONGA, CA 91730
CONTACT PERSON:
EXISTING SURVEY MONUMENTATION-
MARK BER'I ONE
I HEREBY CERTIFY THAT 1 HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS THAT
RECORD(S)
PHONE 909 461-63 2
I
COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST
SOILS ENGINEER
IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE.
R A GROUP GEOTECHNICAL
"
CONSULTANTS
12130 SANTA MARGARITA COURT
DATED: IZ 1 17
ANTHONYHH 0 P.L.S. NO.7635
RANCHO CUCAMONGA, CA 91730
PHONE: 909.989.1751
CONTACT: GA RY WALLACE
REFERENCE REPORT: NO, 15-762 01
DATED: APRIL 19, 2017
No, 7635 O
Exp: 12-31-2018 &
>V'l�
TRACE' 054
_Y VSE DN-811,LF�
y rnN TRUCTION
4*SITESTO# INS
NOTES:REMOVAL
TIT
REMOVE EX, AC PAVEMENT AND BASE
360D SF
Ba— REMOVE CONFLICTING EX. CURB AND GUTTER--------,
10 LF
REMOVE CONFLICTING EX. SIDEWALK—_-, ...---
40 SF
REMOVE CONFLICTING EX. 36"RCP
7 LF
NOTICEf CONTRACTOR:
PMOR TO PERFORMING ANY CONSTRUCTION,• • POTHOLE,• i
DRAIN LINES NECESSARY FOR CONNECTION AND/OR POSSIBLE CONFLICT. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCT.-EP4VCY.
VERIFY THE LOMION AND ELEvxrioN OF THE EXISTING UTILITIES, SEWER, AND THE STORM
r • • ` s'• •
• f
r/-`' TYPE C2-AR-4000 A.C. FINISH SURFACE TO PLACED NO SOONER
THAN 14 DAYS NOR ul7ER THAN 35 DAYS AFTER BASE PAVING.
I( SCE NOTE { TYPE B-AR-4000 A.C. BASEW 70 I3E PLACED WITHIN
72 HOURS AFTER CONSOLIDATION OF BACKALL.
BUTT JOIN W
'.. I 3Vd 1 84Y pIF DIS , IS G 4'_.T14EN A.C.. _.
TX Ia,' AI F7+1 ,o^s,iral BUST BE REMOVED AN l—i
90%
0d °ap av F��% 3{
MIN. '�.�?` o,.a o� "�na CRUSHED AGGREGATE RASE IN TRENCHES
TLESS THAN 100' IN LENGTH', SEE NOTE #1
BEDDING & SHADING PER UTILITY
INVOLVED. IF NONE AUSE S PER STANDARD GGREGATEII BSE
OA 3.
1. All trenches 100' in length or longer shall he bockfiiled and consolidated per
Sections 306-1.3.1 thru 306-1.3.4 of the Standard' Specifications.
2. Spread Boxes ruby be employed for trench paving jabs less than 500 iin. ft.
31 All joints shall be vertical butt joints; lop or feathered joints are not acceptable.
4. Unless otherwise instructed by the City Engineer, trench patch shall be straight grade
across width, and shall not be crowned at center.
5. Prior to placement of A.C., pavement edge shall be cut to a clean vertical and
straigh€ edge with tack coat on face of cut.
6. The entire traveled lane, 12' min., shall be overloyed with .10' min. C2-A1R--4000 A.C,
using o self propelled paving machine (BARBER GREEN, BLAW KNOX or equal) tar all
trenches 5OD' in length or longer.
7. Permanent A.G. patch, which shall be ominimun, 0.25' thick or D.10' thicker than existing — whichever
is greater — as directed by the Engineer in the field.
_— _ ---------- ..._
CITY OF RANCHO CUCAMONGA, CALIFORNIA
I
APPROVED ET, STANDARD PLFl
T RE C H REPAIR CITY 4 INFER DA7E USE WIM STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
R'LE,. 24953 i SHEET I OF I
BENCHMARK#10039
2" BRASS DISK IN CONC. CURB ST
"CITY OF RANCHO CUCAMONGA 8
1987" AT NORTHWEST CORNER OI
FOOTHILL BOULEVARD AND HAVE
AVENUE,1 FT, NORTH OF BEGINgN
CURB RETURN AT SOUTHERLY EF
CATCH BASIN, ELEVATION:
CONSTRUCTION NOTES.QUANTITY
CONSTRUCT Wo RCIP STORM DRAIN (DiLOAD PER PROFILE) 582 LF
f+�CONSTRUCT JUNCTIONNO, 3 PER CITY of Rc STD.'PLAN;NO,
CONSTRUCTCONSTRUCT MANHOLE NO. 2 PER CITY Of RC SfM PLAN NO. 11(9 1 EA
D PER CITY OF
CONSTRUCT• OF i 103 .a SF
!�CONSTRUCT TRENCH REPAIR PER CITY OF t 600 LF
CONSTRUCTr OF
SEE GENERAL NOTE 117.
"H ET
INDEX:
TITLE SHEET
----_--_ 1
S.D. PLAN AND PROFILE __.. 2
L
EITI ; ':
EXISTING CURB AND GUTTER
BC -
BEGII.WRG OF CURVE
EC -
END OF CURVE
—
EXISTING RIGHT OF WAY
SCR -
BEGINNING OF CURB RETURN'
E
EXISTING EDISON LINE
ECR -
END OF CURB RETURN'
G
EXISTING GAS LINE
VC -
VERTICAL CURVE
-- — T
EXISTING TELEPHONE LiNE
Svc -
BEGINNING OF VERTICAL CURVE
SD
EXISTING STORM DRAIN
MVC -
MIDDLE OF VERTICAL CURVE
- --- W
EXISTING WATER LiNE
EVC •
END OF VERTICAL CURVE
MOC -
MIDDLE OF CURVECP
— - RW
EXISTING RECLAIMED WATER LINE
-
CURB FACE
S
EXISTING SEWER LiNE
CL -
CENTERLINE
CENTER LINE
EP
EDGE OF PAVEMENT
E
®—
PROPOSED RIGHT OF WAY
FL -
FLOWLINE
PROPOSED CURB AND GUTTER
FS -
FINISHED SURFACE
—
GS -
GRADE BREAK
PROPOSED EDGE OF PAVEMENT
PL
PROPERTY LINE
— — — — — — — — —
PROPOSED EASEMENT
PRC -
POINT OF REVERSE CURVE
-- SD
PROPOSED'' STORM DRAIN
RP'
RADIUS POINT
S
PROPOSED SEWER LINE
RIW -
RIGHT OF WAY
TC -
TOP OF CURBTR
W
PROPOSED' WATER LINE
-
TANGENT RATE
EXISTING FIRE HYDRANT
HOW' -
HEADWALL
yI�
o j
T
PROPOSED STREET LIGHT
THW -
INV.
TOP OF HEADWALL
INVERT
STILT ^
STREET LIGHT
Fol
STORM DRAIN MANHOLE
SS -
SANITARY SEWER
W
WATER
PROPOSED STORM GRAIN CATCH BASIN
CB -
CATCH BASIN'
0
PROPOSED SEWER MANHOLE
G
GAS
SD
STORM DRAIN'
DESCRIPTION of REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
a -
STORM DRAINIMPROVEMENT PLANa-
TITLE SHEET
TRACT 20054 a
ROW 2017-00481
APPROVED BY DATE: Y4���r,
CITY ENGINEER: —max RCE: 67514
DESIGN
d c, REC MIhENDED m
No. 36637 clan' WLi1KFS r�i ADDLE saoz9MBURWAVE,MTE. I
r RANCHO MAMONCA., CA. W W UJ
Exp: Ds 3o-1s Y DRAWN e94816= SHEET
I Cm"mvoi•as Me FAX 9M.481M
�rvlu N_ KFS; , 1 �-_ 1 OF z
CAL1�0 CHECKED �' IE?CE Na 36637 DRAWING NO.
WLl DA 7 FILE No 2467-D
,
BENCHMARK # 10039
Underground Service Alert
CALL
TOLL FREE
( @ 811
TWO WORKING DAYS BEFORE YOU DIG
E
NOTE:
WHEN STORM UP-AIN CONFLICT OCCURS WITH SEWER LATERAL,
CONSTRUCT HOUSE CONNECTION REMODELING PER CITY OF RZ, STD. 338
A 10547
pm
A
, �Z7, f'
C2-. Hat
— . mw
EX, 0.
T-1
7_6
_6 A EX, SM
141 -EX 8,,
ER�
SOMH,
w U7
- Im
7�1
T
-C
EX, Rjw RESTRIPING ON TOWN
-Z
EX FH
-1EE STREET- P-11OVEMENT,
C/L PIPE CURVE TABLE
CURVE#
LENGTH
RADIUS
DELTA
TANGENT
C1
29.47'
45'
37031'02"
15.28'
C2
157AD'
340*
2643532"
80.3T
C3
1813T
610,
17004108"
91.54'
C4
57,21'
46
72050'43"
CIL PIPE LINE TABLE
LINE #
LENGTH
DIRECTION
Ll
16-24*
N44051'05nE
L2
148.46
NSV46'36"E
L3
1,21'
N00600TWE
REMOVAL NOTES�-
.., L
REMOVE EX AC PAVEMENT AND BASE
REMOVE CONFLICTING EX. CURB AND GUTTER
REMOVE CONFLICTING EX. SIDEWALK
REMOVE CONFLICTING EX. 3V'RCP
nyq
C
PROP. -PR
Law,-
IVATE 9 EOTI
1ANO
�Iz
_17
)kTW%1;1116 1'\ I \ 1�
�ILITYL RELOCATION -PL I I R, CAUTION: CROSSING EXISTING 4- GAS,IINE
0
TOWN CENTER DRIVE
*"NOTE:
SEE UTILITY RELOCATION PLANS FOR
ANY ADDITIONAL TRENCH REPAIR REQUIREMENTS
Al
DRAWN
KFS
CHECKED..
HECKED
WLI
7 BRASS DISK IN CONC. CURB STAMPED
"CITY OF RANCHO CUCAMONGA BM 10039
1987" AT NORTHWEST CORNER OF
FOOTHILL BOULEVARD AND HAVEN
AVENUE, 1 FT. NORTH OF BEGINNING OF
CURB RETURN AT SOUTHERLY END OF
CATCH BASIN. ELEVATION: 1208,173
PLAN 1"= 4V
SCALE I:N FEET
CONSTRUCTION NOTES,
CONSTRUCT 36" RCP STORM DRAIN (D-LOAD PER PROFILE)
CONSTRUCT JUNCTION STRUCTURE NO, 3 PER CITY OF PC STD. PLAN NO� 336
CONSTRUCT MANHOLENO.2 PER CITY OF PC $70. PLAN NO. 319
® BULKHEAD PER CITY OF PC STDS.
CONSTRUCT PCC SIDEWALK PER CITY OF PC STD. 103
CONSTRUCT TRENCH REPAIR PER CITY OF RC STDS, 120
CONSTRUCT PAVEMENT MARKINGS, STRIPING AND SIGNAGE PERCiTY OF PC ST
SEE GENERAL NOTE
DATE 1 APPROVED
STORM DRAIN IMPROVEMENT PLAN
TOIWN CENTER DRIVE
STA. 10+00.00 TO 15+9109
TPArT q:fvnfZA
DMAI W17fir) U)
Ld
APPROVED BY: L_
DATE: I IL412*15 U)
CITY ENGINEER: ICE: 67514-
DESIGN
WLI / KFS RECOMMENDED 0
W2 ffrtGRAiW AVE., MM MO
RAMM CLIC;WWA QA_ mmo
"re SMARM22 SHEET
2
2 — OF
FILE Nn 2467-D
J�Ao ' DRAWING NO.
_�6637 � ==�=_ __�_ —