HomeMy WebLinkAbout1114 GENERAL NOTES: C/rY of
RANCHO WCAMONGA
t ALL WORK SHALL BE DONE W ACCORDANCE WITH THESE PLANS. THE CITY OF
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR RAM
ARROW HIGHWAY
WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILUR
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WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND W
SPECIFICATIONS. 9TH
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L ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE 011 POWER POLES.
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WATER METERS, VALVES, FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE FERo 8L Dz< A.T. s S.F. R.R.
PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT MEAS WHERE PR 0 J E CT _
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED SITE 8TH ST.
W PLACE AS REOUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
& ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
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EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, a E oc a
WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
4, A PERMIT SHAH BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 6TH ST
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF
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RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
l ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING } m z
STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN a
_2 lz
0.01 FOOT OF SUB-GRADE ELEVATION. AND AT NOT MORE THAN 60 FOOT INTERVALS
0. ALL SEWER, WATER. ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS,
MAINS, OR CROSSINGS, SHALL Be CONSTRUCTED PRIOR TO PAVING.
cir r O ON TAR/O
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. /
9. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO 10
THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE
VICINITY MAP
SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS
COMPLETED TO VERIFY GRADATION AND SAND EOUNALENT OF AGGREGATE WE.
NOT TO SCALE
10. WHEN IMPROVEMENTS ME 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 ANO ALL VOIDS OR DEPRESSIONS SHALL
SE FILLED WITH A FINE GRADE MATERIAL OF A OUALITY BETTER THAN THE NATIVE
MATERIAL
1 L ESTIMATE OF OIANTITES 15 PROVIDED OY THE E"GtNEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. CONTRACTOR SHALL MAKE HIS OWN DETERlM`Mv1�1 L�; NOTE$: QUANTITIES UNIT
OF CONSTRUCTION O(Y►NTITES BEFORE SUBMITTING A BID. ANY ITEM OF WORK
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE O CONSTRUCT CURB AND GUTTER PER CITY STD. 303 - 8"C.F. 675 LF.
Of " MIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
1 L STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 2 CONSTRUCT MEANDERING SIDEWALK PER CITY STD. 304. 4600 S.F.
SHALL BE CONSTRUCTED AT EACH INTERSECTION.
I& CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM O CONSTRUCT 4N A.C. OVER 8r A.B. PER TYPICAL SECTION (SEE SHEET 1). 3400 S.F.
RESPONSIBILITY FOR THE CORRECTION OF ERROR OR OMISSION DISCOVERED M"NO
QONSTRWITON. UPON REOUEST, ANY REQUIRED PLAN REVISIONS SHALL BE PROMPTLY 4 CONSTRUCT DRIVE ^PPIROACH PER CITy STD. 306. 2210 S.F.
SUBMITTED BY THE ENGINEER OF RECORD TO THE CITY ENGINEER FOR APPROVAL
14. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE,
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLE=ANED UPON
.REQUEST OF THE INSPECTOR. 6 SAW CUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. 850 LF.
I s. CONTACT ALL UTILITY COMPANIES, AS REOUIRED, 49 HOURS PRO R TO EXCAVATION.
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 7 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY. (1" MIN. 9000 S.F.
1
A. GENERAL TELEPHONE 000) 422-4132
FOR UNDERGROUND SERVICE 8 RA
INSTALL 9500 LUMaN STREET LIGHT.
S. SOUTHERN CALIFORNIA GAS COMPANY (7141529-1889
9 RELOCATE FIRE HYDRANT. 2 EA.2191 E. BIRCH STREET (714) 529-7070
BREA, CA 92621
C. CUCAMONGA COUNTY WATER DISTRICT (7141 957-2591 1 REMOVE TRAFFIC SIGN. 1 EA.
9641 SAN BERNARDINO ROAD
RANHCo CUCAMONGA, CA 917 30 1 t /Ns7ALL flREET T/'IEES fL�/l C/Tl' 07A9 GO/ Es OnG�r) to
E.+.
0. PACIFIC TELEPONE COMPANY (71 4) 999-563
16. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL O IVO M R MS -0'0 s04 lo S71?/PL Fil STA. ¢07,
)2 IVO /Iy4RPfL�fCs REQ' (Poll BoND�N6 P(/�tPosES) /00 L.F.
NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS �+1THIN THE ROADWAY
HAVE BEEN COMPLETED; ALL ON-SITE IMPROVEMENTS, INCLUCENG ALL GRADING HAVE )3 AID TWO-Witt YEL[ 6WPR/�R S77P/PF PEW, S710. 407,
BEEN COMPLETED; AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE Mlly /W MARKE+Cs RE-61'p. (�Fct QoNnr,►R6 PdRvcsEs) i8O
�'F•
REMOVED AND REPLACED TO THE SATISFACTION OF CITY ENG NEER. R S'LY
17. FONVINC( SHALL. BE pER»WNvD IN /►C=ftr P cE WITH R-VA"ff ^ND SIY r R/w
p^vEM1lIT TESTS T^KENTO OETMMINE STRUCTURAL SMTIOHS (PRIOR
TO FINAL PL-^H ^rf%tOVAL.) .
61 14•
7 5KI MEAiYOE�/it/G"
(s E E FLA N 4 . OE7f/.yL�E.SMl.
' A QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR VERIFYING
ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION.
5' 2 Q APPROVAL OF THESE DRAWINGS 15 CotNTINGENT UPON PERFORMANCE OF ALLTHE NECESSARY REVISIONS
----- _ _ __ TOTHESE DRAMINGS 61 THE DEVELOPERS ENGINEER TO BRING THESE DRAWINGS 1N CONFORMANCE
'�"'"� '"�— ?fes~3 '' Co � I— T WITH TH Cl'" RESURFACING R W I [3EING P H
......+= I :• E TY RES G OFA RO HIGHWAY PERFORMED AT E TIME OF SIGNING
OF THESE DRAWiN6S.
CatD R•Mgr ZXl5%1A0 A.C.
/•MIN. d►ECOW EX/s7•/0.06 PvMr. 3
LDivsT,tvcr MIN. /` A.C•
ARROW HIGHWAY
FROM STA. 5 t 00 TO STA. 14 +00
TYPICAL SECTION T. I. = 9
EX I STl NCS R-V^LU E = 80
CF.;tlsf•- .
A,
30873 CITY
�.�t EV.3-314M * DESCRIPTION OF REVISION DATE l>N•ROVED
ENGINEERS NOTICE
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1. CONTRACTAGES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPON MtrTY cm
OR CITY OF RANCHO CUCAMONGA
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING THESE PLANS HAVE BEEN REVIEWED, CHECKED, AND APPROVED BY:
STREET IMPROVEMENT PLAN
SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL .APPLY CONTI- 86 - 13
p�
NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DR * 86 - I3 - Phase i
DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IS CONNECTION WITH THE PERFORMANCE OF RAYMOND TDKiHIRO J • DATE: `� D -_-' ARROW , HIGHWAY
WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER.
DESIGN TEAM: J ( SOUTH SIDE
L All UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC ( ALEX CHOW CHARMAINE BANKS FROM 5400 TO 14+00 EAST OF VINEYARD VE.PATRICE KROLL
RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE 1
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OWNER, BY ACCEPTING THESE PIANS OR PROCEEDING WITH THE IMPROVEMENTS APPROVED BY: DATE:U s�..
HEREON, AGREES TO ASSUME LIABILITY AND TO HOLO THE ENGINEER HARMLESS CITY ENGINEER R.C.E. NO. Z-359 ZOWN ER• 6o1:�:PorkmnfrrDr.•Suite 104 FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES - DESIGN sans��,,cal�F�rnk,9�7os R C ENbE�
9/9
OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE BENCH MARK N 0. 700 3 2 ELEV. 1 096.248 AG (714)836-2405 �,++
CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONWILLIAM-
TRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THEMESSENGER INVESTMENT C 0 M PA NY
UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL SOUND 2" SAN BERNARDINO CO. SURVEYORS DRIVE PIN WITH BRASS TAG � ���
DRAWN SST SHEET
NO. 700 - 32 IN TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH 16912 /1 VON KA R MAN AVE .BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF All UTILITIES WEST SIDE HELLMAN, 111 FEET WEST OF CENTERLINE OF HELLMAN AVE., l�► ^C p„uE„g!
OR STRUCTURES CONCERNED BEFORE STARTING WORK.
�cP. Sf-3�-N
26 FEET NORTH CENTERLINE OF 8TH STREET, 39FT SOUTH RAIL 3 MAIN _IRVINE , C A . 92714 (714) 474 �1 '300 CHECKED 30878 DRAWING'N0.
LINE TRACTS AND 3 FEET BELOW TRACTS. RESET, 1 973 R.C.E. NO 4
DATE �� �-�� FILE NO
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1" = 40' HORIZ. - ---
f - 4' VERT.I �LLi Ll I I L
-
5400 6♦00 7+00 81-00 9+00 10+00 11 PLAN 12+00 13+00 14+00
1" = 40' CONSTRUCTION NOTES:
OCONSTRUCT CURB AND GUTTER PER CITY STD. 303 - 0' G.F. O CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY.
OCONSTRUCT MEANDERING SIDEWALK PER CITY STD. 304 INSTALL 9500 LUMAN STREET LIGHT.
3 CONSTRUCT 41A.C. OVER a A.B. PER TYPICAL SECTION (SHEET V 9 RELOCATE FIRE HYDRANT.
G 4 L'�T Glrl/YE.Ym0.9L^�Y�/1 C/T)- *;W 30Y . 1 0
REMOVE TRAFFIC SIGN.
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AGR- A / F-- A -F °`'� � iQ � o
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`� �,S ; i r.—_. _— I i __._ fTrrTrrT'r rrr ¢ Q To BE REµovl 04 rbi�v Ns
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�} REL1x/'.Tco eic�
1 Co-) v I 1 1 I I /9 ME.4NOEFI/iYG / ?t 1 p /9 ME.9NOER/�Y6'
h� �� + I 1 ,f/OEGt/,�LfS ESMl_ �� �.i
3 �
, 8 n
g (� DESCRIPTION OF REVISION DATE APPITROVEO
ARROW BUSINESS PARK
CITY OF RANCHO CUCAMONGA
� PLAN AND PROFILE
DR * 86 - 13 - Phase
ARROW H IGHWAY
5,a &Vs/rE gf C.40� ~V AVS! ",C& ( SOUTH SIDE )
�Et.lTi.�/G ro rrE roiivr tAtwi�w,q) FROM 5 +00 TO 14♦00 EAST OF VINEYARD AVE.
' APPROVED BY: . DATE:
C n CITY ENGINEER R.C.E. NO.
601 N.PluricrvrrKrr Dr.•Sirge 141
DESIGN E OMMENp r
Santa Ana,(ot�!►rrris 1P705 y
( rl l ^G .UM
(714)836-405
cLi Iv a0°13 DRAWN
um
EN SHEET
-► `"' --3, _. ^c SHORT 2 2
OD" 9.0' / .. cxru r.•,Vu�.".� OF
` 9Q `, ��� CHECKED lxp, a-�3�73 DRAWING N0.
CU�IliE 0,4TwIQ fj L 7 `` RT DATE It r-�` FILE NO T
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