HomeMy WebLinkAbout1561 BENCH MARK
��"itIERAL /VOTE CITY OFCUCAMONGA B.M. NO. 156. N.SS.B. CO.
SURV. TAB. ON S. END WEST H. W. CULVERT
4 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE S.W.C. EAST AVE. a H)GHLAND AVE. IN LIEU
CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD OF CH IS.O ELm 1416.445
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT
EDITION. CONTRACTOR. SHALL BE FAMILIAR WITH AND SHALL BE
y/Gf/L.tNp ,IvE. RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS .
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER
/ POLES, WATER METERS, VALVES, FIRE HYDRANT, ETC . , SHOWN OR NOT
/ SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN
PPO./EC T ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE
REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO
Q IVH/TESTONE PL,4rC'E COST TO THE CITY OF RANCHO CUCAMONGA .
S //�ir'�D��/'��"/�/T P`,��5 3. A PERMIT T SHALL BE OBTAINED FROM THE CITY TY OF RANCHO CUCAMONGA
TIC�TT
ENGINEERING DEPARMENT PRIOR TO ANY ENCROACHMENT OR
S/TF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
RIGHT-OF-WAY.
4 . ALL SEWER WATER, ELECTRIC. GAS. PHONE. OR OTHER UTILITY
Q C/ Fe
� ? /��r LATERALS . MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO
/ c PAVING .
5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL.
W G'/?fEA/STOi1E COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE
y, PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
o/PiVE WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED
C�P 9¢ro, TO THE CITY ENGINEER. FOR APPROVAL PRIOR TO THE PLACEMENT OF
BASE MATERIALS AND/OR SURFACING.
64r.4ZPA 57 R
6. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE
V SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR
o DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND
GRADATION OF ASPHALT PAVING.
�. 7 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH
QSMO,�ESTD/YE ST.PEET CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED
3 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.
8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
REPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION
DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED
VICINITY MAP PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
PLAN FOR APPROVAL .
NO SCALE 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN ,
HAZARD, FREE. ORDERLY STATE THROUGHOUT CONSTRUCTION . SITE
SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR .
10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS,
PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER
AND WATER, GAS, PHONE, ELECTRIC. OR ANY OTHER UTILITY LINE
INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER , AND
SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT
ORDINANCES AND STANDARDS .
11 . 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 OPERATION, WHETHER OR NOT
SUCH FACILITIES ARE SHOWN ON THESE PLANS .
EAST .elw 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY
8 - STRUCTURAL SECTION TO BE INSTALLED .
13. 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
/2 32 32' /Z' NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKE MAY
BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL
Yq�iFs r4��F5 ¢. o s- CURVE AREAS.
14. SUB-GRADE STAKES. DRIVEN TO THE PAVEMENT SUBGRADE ELEVATION.
s,�v«/r l�ivF 2SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL
�P I BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN
' I 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50'
• �y, / t . INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS
--_ __ =_ _ 3X AS NEEDED AT WARPED OR VERTICAL AREAS.
_7 15.- -_�___ _------ 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS
l -_ -------- ---- - ' '" STER I LANT REGISTERED BY THE E.P .A. FOR USE UNDER A.C. AND
✓D1,V7ee,_r15T/11C 2 3 P .C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR
TYPICAL SECTION THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE
HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE HOLD HARMLESS AND INDEMNIFICATION CLAUSE
SUBMITTING A BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS
EAST AVENUE WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
17 . CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND
DAYS PRIOR TO EXCAVATION. PHONE NUMBER: (800) 422-4133. PROPERTY : THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: BE LIMITED TO NORMAL WORKING HOURS : AND THAT THE CONTRACTOR SHALL
DEFEND. INDEMNIFY AND HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA
CONSTRUCTION NOTES a ESTIMATED QUANTITIES A . SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR
MR. BOB STALLINGS [213) 969-2718 ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
FOR BASE LINE ROAD CONSTRUCTION PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OI -
CONST. 4° A.C. OVER 4" A_B. PAVEMENT 1720 S.F. OF THE OWNER. THE CITY OF RANCHO CUCAMONGA, OR THE ENGINEER .
2o---CONST 8" CURB WITH 24" GUTTER PER CITY OF 34 L.F. B. GENERAL TELEPHONE
FOR UNDERGROUND SERVICE (8001 422-4132
RANCHO U AMONGA STD. 104, A2- 8 '
PRIVATE ENGINEER' S NOTICE TO CONTRACTOR
C. SOUTHERN CALIFORNIA GAS COMPANY OTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR 3 -• CONST. 4� WIDE SIDEWALK PER CITY OF RANCHO 200 S.F. 1981 WEST LUGONIA AVENUE [9091 798-7739
CUCAMONGA STD. /.03REDLANDS, CA 92373 STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
4�--- CONST. DRIVE APPROACH SIDEWALK PER CITY 530 S.F. D . CUCAMONGA COUNTY WATER DISTRICT EXISTING UTILITY LINES OR STRUCTURES EXCEPT AS SHOWN ON THESE
OF RANCHO CUCAMONGA STD. 101-C W=35' ; R=8' 9641 SAN BERNARD I NO (909) 987-2591 PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
5�-
CONST. PAVEMENT TRANSITION '!�Eit C/Ty Of I 0 4 L. F. RANCHO CUCAMONGA. CA 91730 MEASURES TO PROTECT THE UTILITY LINES AND/OR STRUCTURES SHOWN AND
ANY OTHER UTILITY LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON
RANOiYO CUl.9M A< ;,4 E. METROPOLITAN WATER DISTRICT THIS PLAN. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY
GO---liVsT/ACG ST.PEET rnEE�E� /slDr�S ,/,111 cEIE/VJ�.f�E,�Fo/t/ / EAcd
P .O. BOX 54153 (9091 593-7474 THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING
LOS ANGELES, CA 90054 WORK . CONTRACTOR FURTHER ASSUMED ALL LIABILILTY AND RESPONSIBILITY
FOR THE UNDERGROUND UTILITY PIPE. CONDUCTS, OR STRUCTURES SHOWN OR
F . PACIFIC TELEPHONE COMPANY (909) 999-5639 NOT SHOWN ON THESE DRAWINGS.
7a---JN.fT,4CG 9SOi0 <</�1E/v /Yf',f!/ fT.rEETA/6/fl�y S. C.E.� / E�4Y
^449 .SN.P C001ZP16o7&-p By �E�F�a�,e CONSTRUCTION NOTES FOR STREET TREES: G. SOUTHERN CALIFORNIA EDI SON COMPANY
422 NORTH SECOND STREET AVENUE (909) 983- 1746
1 . ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO UPLAND, CA 91786
CITY STANDARDS AND SPECIFICATIONS. AS PROXIMITY TO HARDSCAPE 18. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIAL REPORT SHALL
�,�EMovE �c/sr//v4 Ao"
. c / u/x* VAILAEs DICTATES . NO STREET TREE SHALL BE PLANTED WHERE THE CENTER BE SUBMITTED TO THE CITY ENG I NEER. LISTING ALL TESTS OR
OF THE TRUNK IS CLOSER THAN THREE FEET (3' ) TO THE FACE OF DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND
CURB. UNLESS OTHERWISE NOTED. EQUIVALENT OR AGGREGATE BASE AND R-VALUE.
/p �X/Sr/�1/� �1JGdF.� IDLE 7D /3E' /ZEGOG/ITED=
P.trip ,//vo c•Do,Qa/,V.9TEDQy aEl�6LO�J�. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC 19. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND
SUITABILITY/FERTILITY SOILS REPORT SHALL BE FURNISHED TO PAVEMENT TEST TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR
THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT TO FINAL PLAN APPROVAL) . CITY
DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS 20. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY DESCRIPTION OF REVISION DATE APPROVED
DETERMINED BY THE CITY INSPECTOR. PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY
LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED. ALL ON-SITE CITY OF RANCHO CUCAMONGA
3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTABLE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND
BY THE ENGINEERING DIVISION. ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED
AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT STREET IMPROVEMENT PLANS
PLANS ONLY. EAST AVEiV'41Z
ST. CLAIRE OF ASSISI
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EPISCOPAL CHURCH
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:oma �; m APPROVED BY: DATE: �
a .464 64 CITY ENGINEER '- R.C.E. NO..20
249S3
i4 tiC�v,�••, r DESIGN PLANS PREPARE( Y: RECOMMENDED
LOREN PHILLIPS 8 ASSOCIATES, INC.
.,, � ,, • ` 1930 S.BREA CANYON ROAD STE. 130
DRAWN DIAMOND BAR, CA 91765 SHEET
(909) 396 9636 ' 2
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CONSTRUCTION NOTES
�f „ h f I� •''O WFESS/ /7Egl/GNfD..�I�EilENlle�Vs/T/O•d lEl4P�l�O r!'A/lf'��s.aW,P
/O- CONST. 4 A. C. OVER 4 A. B. PAVEMENT. 2 -
JOIN TO EXIST. A. C. PAVEMENT. p 8. � , • .� soci.�rps .vc.
(D CITY
8" CURB WITH 24" GUTTER PER
N. DESCRIPTION OF REVISION DATE CITY
APPROVED
CITY OF RANCHO CUCAMONGA STD. 104, A2-8 _
o . a IIVSz} v �Q
Ty.E '�-/ •' A.� BE�� 33 � CITY OF RANCHO CUCAMONGA
CONST. 4' WIDE SIDEWALK PER CITY OF � � •.,��Y11 �.
RANCHO CUCAMONGA STD. 103 , . v '•9/F N�Q'o
4� CONSTRUCT DRIVE APPROACH a SIDEWALK r ,,,.•• of OR ,•'
q ••..,,CAS F,.••••a STREET IMPROVEMENT PLANS FOR
PER CITY OF RANCHO CUCAMONGA STD. 101-C EAST AVENUE
W= 35' ; R = 8' Q
/0 5 .��'rY''� '•G •• FROM STA. 11+84.46 TO STA. 13 + 68
/,vsrfcG srR 'T T� P •varus ./it/D «�� o.v .sir/ \ vo�ss a'' CU/o 94(- 07
7�-/.�lSrgL G 9SGt0 L U/7ErSl if`PS(/ fr/lEET L/6.5'T dy S.G.E. y/a,�,yEj�$ j��-T,4/L / -
Pif/Q iIND L•0020/N/lTflJ Qy�El/ELOPEZ. QUO �Ot
8 5.9�CU> Eyisriv4 A-c: .ogv�.v4. ,� rt �, APPROVED BY: ) DATE:
9 ,eEiyovE eXlsr�,v4 ,s.c. �.qv�.c�� A CITY ENGINEER RC.E. NO.z¢9s3
7� 1 � = DESIGN PLANS PREPAR BY: RECOMMENDE
/p �c)C/s>�.t/� PGi�/ESI POCE70 6EQELDCgrED , %.,�IVI r..•��.s� LOREN PHILLIPS 8� ASSOCIATES,INC.
�.4/D .OND COd 2�/HATED 6f' �EV6LD/F.,,�'.
0 !/ C"ONST. A.C. BE/Z�7 Tye D/-$/EW Ci>y Or` ,�O.V�h'o �'U�Ai'lou6�9 � � a� •' 1930 S.BREA CANYON ROAD STE. 130
�'}• .•`� DRAWN DIAMOND BAR, CA 91765 SHEET
IQ/z C'Dt/Sr G St�NO/tRD 2EfLE0T02 ,aifDaCESEVEN/y s,�.ocED (909) 396 9636
_ dle /1'EJlEON CHECKED OF
f/dOh Sri9. /Zf6BaD � sr/i± /3 OZ.S .C�EH/.v0 B "l, �
EXPIRATION DATE 33191
, DRAWING N0.
R.C.E. NO 12764 /��/
ATE G /Z ✓r FILE NO/36�ai