HomeMy WebLinkAbout1955 BENCH MARK ,
SET 20 BRASS DISK IN CONC. DRAIN OUTLET
STAMPED 'CITY OF RANCHO CUCAMONGA BENCH
CEIBRAL NOTES - CITY OF RANCHO CUCAMONGIA
MARK S STREET AND ARCHII�AVENUE,AVENUE,CORNER
WING WALL OF STRUCTURE,
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CONSTRUCTION ONGA ST��RRENT EDITION.STANDARDDS AND THE INCLING T$ ANNUAL SUPPLEMENTS OF SPECIFICATIONS FOR PUBLIC KAMENOMENTS. ADJ. 1976, 1104.771 ELEV.
STREET IMPROVEMENT PLANS
CONTRACTOR 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
ARCHIBALD AVENUE
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. STA. 30 + 72954 TO STAo 37 + 67`8
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 ("PROX 180' SOUTH OF CRESCENT CENTER D TO
FACILITIES ARE SHAWN 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 "PROX 65' NORTH OF DOVER WAY)
CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
° 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES RANCHO CUCAMON" CALIFORNIA
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, MAWS, 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 6TH STREET
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 DO ER WAY.
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL Li
CONTENT AND GRADATION OF ASPHALT PAVING. PROJECT 4
I
Z
9, PRIOR TO INSTALLATION of ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE LOCATION CONSTRUCTION NOTES FOR STREET TREES:
CRESCENT
CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY- R-VALUE, CE TER DR. 1., ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS
SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE (PARCEL MAP 7012) L
BONN 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN � �zr�7 FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES
TO DETERMINE STRUCTURAL SEN APRIOR E NTH
PLAN APPROVAL
MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOI! WHICH CONSISTS OF A ROCKY a
MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 17, 4TH STREET 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY
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 W
BY THE ERA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 7 WQ MIL GROW
MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. STREET NAT BOTANICAL NAIVE COMMON NAME SPACE SPACING SIZE OIN TY.
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF
THE DEVELOPER, THE CONTRACTOR SHALL. MAKE HIS OWN DETERMINATION OF Z
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY ARCHIBALD AVENUE LAGERSTROEMIA CRAPE MYRTLE 3 FT. 20 FT. 24-INCH
THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL. BE INDICA "TUSCARORA* HYBRID DARK PINK O.C. BOX
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.
E. INLAND EMPIRE BLVD.
15. 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
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE. ORDERLY "10 SAN BERNARDINO FWY.
STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE
INSPECTOR.
17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE
PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND
ALL ON-SITE IMPROVEMENTS, INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- NORTH
ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS-
FACTION OF THE CITY ENGINEER.
urluTY CON-rACT VICN'f Y MAP
CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION,
NOTTO SCALE
VERIZON 1-800-922-0204
SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES
216 N. EUCLID AVENUE 1-800-427-2000 COMM.
ONTARIO, CA 91762
CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591
9641 SAN BERNARDINO ROAD
RANCHO CUCAMONGA, CA 91730
COMCAST (909) 983-9895
1205 DUPONT STREET
ONTARIO, CA 91762
CHARTER COMMUNICATIONS (909) 987-6275
6680 VIEW PARK COURT
RIVERSIDE, CA 92503
DESCRIPTION OF REVISION DATE C
APPROVED:
CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLANS FOR
ARCHIBALD AVENUE
TITLE SHEET
DRO 2W3-o0072 ROW 2004 - oot9
�OFESSt .
VITCpf. APPROVED BY DATE: 24953
CITY ENGINEER RCE NO
No. 45713 ti DESIGN RECOMMEMIDED
* Exp. 12-31-06 * wh ��
s� H.C. �'"
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FOF CALFDRAWN SHEET
H.C. — -�, 45715 --l—OF-2-
CHECKED
1OF 2CHECKED RCE NO DRAWING NO.
L.M.G. DATE 40'-'•/0 X FILE NO 1955
PROJECT SHEET N0. OF
-T4
BENCH MARK
SET 2 BRASS DISK IN CONC. DRAIN OUTLET
.._
STAMPED "CIiY Of RANCHO CUCAMONGA BENCH
-
- �'" -`'`-=-�.- �._ � 1 "` MARK 10423 19$7' AT NORTHWEST CORNER OF
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ADJ. 1970. 1104.771 ELEV.
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STREET CONSTRUCTICA NOTES REL40VAL NOTES
CONSTRUCT MODIFIED RAMP PER CITY STD. DWG. NO. 102 R1 NOT USED
CONSTRUCT SIDEWALK PER CITY STD. DWG. NO. 101 & 103
-_ -- `_- _ � -- -- -_ _ _ - __ .-_ __. __ - _=� a-• ==:- _ __- =� == `- _--- REM STI CURB AND GU
� R2 REMOVE EXISTING TIER
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��I // �:./ CONSTRUCT DRIVE APPROACH TO MATCH EXISTING PER ON-SITE IMPROVEMENTS
o R3 REMOVE EXISTING TREE 14.30' FL 2.20'
0 o CITY STD. DWQ. 101 TYPE C MODIFY PER GRADES � PER GRADING PLAN
SEWER �" N c� AND SECTION A-A SHOWN HEREON PMT. 2003-05915
EXISTING g �, ./f a� n =� H
REMOVE EXISTING RAMP
7 TI DRAIN MANHOLE �,/ -} -
STORM
f� 11 P1 ` ' j Q M � � � 4� 9500 LUMEN HPSV STREET LIGHT TO BE INSTALLED BY S.C.E. � ��A�
O cp (COORDINATED AND PAIL? FOR 9Y DEVELOPER) R3 REMOVE PART OF EXISTING DRIVE APPROACH
w c 37+00 a 38+00 H -, - AVENUE
T r a % - a n - g STREET TREES SHALL BE INSTALLED PER NOTES AND LEGEND ON SHEET 1. PROP. AC PAVEMENT "w REMOVE EXISTING
- -- - _ - 1 _ - I - - -{�--
// PER GRADING PLAN r� 0 I CURB AND MEDIAN EXISTING AC PAVEMENT
a '•� - _ - - I WITH PUL ROPE FOR FUTURE SIGNAL
_ - _ _ _ _ _ _ _ _ .-_ _ _ _ - _ _ _ � � - _ _ _ _ _ _ __ _ _ g� INSTALL 1 3 GALVANIZED STEEL WI L c� (PROTECT-IN-PLACE)
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A _ _ – – � � PROTECTION NOTES: I
I - - _ - -� A
I^-- _•, _.,, _ - _ _ - _ - _ _ _ _ - - -- - - - - - -- - - - - — -- -- 7 CONSTRUCT NO. 5 PULL 80X (ALONG INTERSECTIONS) -- --- a
- -- _ - - - _ -
Q _ SEWER P1 PROTECT IN-PLACE (ITEM AS INDICATED)
Im
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ELECTRICAL 8 CONSTRUCT NO. 5 PULL BOX (ALONG STREET}
FH P 1 ���F 3 _ �1 P 1 POLEr_•:% o
L4j 'A�`•� ^ry ?� MIN. ` 1 9 CONSTRUCT AG PAVEMENT TO MATCH EXISTING I z~
Q o �• R4 �2 1• o`' P 1 FH CURVE DATA. a
1 8 _ _ _ _ ._— _ -_ ^ INSTALL R26(S) SIGN NO STOPPING ANYTIME F-
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a
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/� - -_ • 12 CONSTRUCT CURB AND GUTTER PER CITY STD. DWG. NO. 104, TYPE A2-8
q (2LAJ MIN.)
, _. _ -- _ _ �.� r _ _ _ -- TO BE DETERMINED BY
Lu toR -/ i - ( _ -� 1 1 SAY SECTION A P RK INSPECTOR;
/�(� PUBLIC WORKS S
r' WA E P 1 0 7,37 TC i I .,.. ULVERT NOT T SCALE
M ER �p 7 I 1 '� - --���
SAME WITH AC AND BASE
Q ' �T' P 1
t
\PROP. DS E +' f ' Be I I � /'' i :r DRIVE APPROACH OR GUTTER
PROP
QN-SITg_c B�_� r — — -f` -�1----\ �� /� � � •�••
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2003-0591 I ---��: _ I CONE. SIDEWALK -
PROP. ON I ` { a' a S �' ?r �'�• �
CURD / _ `- DESCRIPTION OF REVISION DATE CITY
� e ° APPROVED:
46.7.2
MAX.: R=5
* 1 A CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLANS FOR
NOTE. 9�1
VERIFY EXIST, SEWER MANHOLE COVER LOCATION ARCHALD AVENUE
Oc 47.37 TC CRESCENT CENTER DRIVE TO
46.87 FL
DOVER WAY
DRC 2003-00072 ROW 20104 - 00119
ESS/c
MSD RAS" DF,TA�. � V1TCyAPPROVED BY ' • DATE: �
0 1 >� CITY ENGINEER � Gu RCE N 24953
GRAPHIC SCALE 1 1 Q
No. 45715 " * DESIGNw"m bL RECOM DED
' Exp. 12-31-06 H.C. mommr
'~•aAev , �
'# Nw�r Mua a (na)US-O o
'rfoF CAS-�� DRAWN _ SHEET
LN Fes'! ) H.C. ,,R -• -+" 45713
I fAoh 20 it CHECKED RCE NO DRAWING NO.
L.M.G. QATE 2�?v/o'�_ FILE NO 1955
PROJECT SHEET NO. OF