HomeMy WebLinkAbout2143 6TH STREET
A V E
GENERAL NOTES V E N1 • All work shall be donein accordancewith these plans. the City w
of Rancho Cucamonga t o r the Standard Specifications
Z
W
P1ANW >
r Public rCtructl n - current n. including itTR E E T lmpn VEMENT
annualsupplementsfamendments. Contractor shall familiar0LOCATION
EEL
Z
i n shall responsible r adherence t t Standards01 7y JF
and Specifications.
RANCHO= RANCHO CUCAMONGA
2. II pipelines or substructuresf any kinds telephone or power P A R C E L M A P 17939
4TH STREET
poles. water meterse valvesv fire hrtw etc. shown or not
shown n these planswithin the right-of-way limits or in
adjacent h r improvement r is to be done shall
be the removedv replaceds, relocated or protectedin place a
required t no cost to the City of Rancho Cucamonga.
NTERSTATE
01
• Any contractorperforming r n this r j ct shall familiarize 1
himself with the siten i I be solelyresponsible for any .....,.....................................................1_..............................
.....,..
damage
to existingfacilities Iiti resulting l directly yr indirectly ct
Y .fi
. .
fromi rat i n . whether r not h fa I I I bar shown
�.
F
'n t plans. ,5
,2 .. ....
ESTIMATED
®
®
.....
.r.."...: ..^A� ................... :. ...........,...,
• permit shall obtained r h City RanchoCucamonga ............ . .. .
IT
...... . .... CONSTRUCTION
TI
® Engineeringr n prior t nencroachment ....
, .
2930 SF
construction within In
any City
Rancho Cucamonga easement
.........A
F (D
CONSTRUCT TUCT
"RIGHT
TU
LANE
C CITY
STD 11
�
right-of-way.- ay.
CONSTRUCT ` PGG CURB TYPE A1 - PER RC CITY STD 104 182 LF
..
50 SF
All grade staleshall the Contractor r Engineer.
F� .... 7
® ....
CONSTRUCT CURVILINEAR PCC SIDEWALK C CITY STD 1
..................... . .......:. ::::::::::::::: « ::::..:
_ _ 1
,
THICK T THE LOCATION OF EEG ACC
............. .. ..vmnt . .......................Paving stakes al t t II hinge Int o a :.
100 SF
int within 1 foot f - radelevationand at not more CONSTRUCT CONTIGUOUS PCG SIDEWALK TY '
PER C CITY T 101. 10than t intervals. Additional pavingstakes y b required
y City Engineer as needed at warped or vertical curve areas. EA
,� � V ; � CONSTRUCT MODIFIED PGC DRIVE PPR CH. IT 1
ctr i c. ga . phone r other utility I at ra I _.................:
PER C CITY STD 101 . TYPE ' C' . W=35' -sR1 =6-5' v R2=18'
• iI r. waters
sinst or cr ins ll c n truct d pri r to paving. F �-^
CONSTRUCT LIMITED ACCESS CURB PER RC CITY STD 105-C 36 LF
7. Compaction tests of embankment constructions trench bacKfillw VE EXIST DRIVEWAY 1
EA
compacting original ground and all sub-grades shall be performed91 L
OV EXIST CURB GUTTER
t no cost to the City of Rancho Cucamonga. A written report with
PLACE STREET TREE PER PLANTING SCHEDULE AND NOTES ON SHEET 1 3 EA
these compaction tests it be submitted to the City Engineer for
approval prior t t placement basematerials and/or surfacing. PROVIDE 16000 LU HPSV STREET LIGHT. INSTALLED SOUTHERN
CALIFORNIA EDISON (SCE )9 PAID AND COORDINATED BY DEVELOPER.
• At the completion vin ee a materialsreport shall be submitted
. . SCALE: 1 "�50' 1 CONSTRUCT CURBSIDE DRAIN OUTLET P CITY T 107-A 1
EA
t t City Engineer. Listing all t t rdeterminations completed
t verify y to lilt it content andgradation f asphalt pavin • 1 REMOVE AND RECONSTRUCT AC PAVEMENT (MIN °' G A 7
OVER 6" AGGREGATE BASE PER RC CITY STD 100-A)
• Prior to Installation ny p vin . a materials report shall b
INSTALL FIBER OPTIC CONDUIT PER CITY STD 135-137
submitted t the City Engineers listing all tests or determinations
1 RELOCATE EXIST EDISON VAULT PAID AND COORDINATED Y THE 1 EA
completed to verify: -Valu . sieve analysis and sand equivalent
DEVELOPER.
base.of aggregate HAVEN AVE R'�Y 1 CONSTRUCT 8" PGC CUR GUTTERTYPE 'A2-8' R C CITY T 1 1 L
1 • vin shall p
rf r i ccor anc i th -Va I u nd ` o,•o'
Pavement tests taken determine structural sections. HAVEN AVE
' 1.0' 0°0' i
' 'L Y
e e e
/W
11 . When improvements ar to be placed on native soil which I 13.0' 40.0' 11.0' G.5' j ! 101 .0' i
consists of a rocky materials the sub-grade hall be prepared I MEDIAN REMOVE EXISTING10` ®.0'
I ,
CURB AND GUTTER g 2'
' I
y removing all rocks hick protrude above sub-grade and ,
° n rad I ��� E AC PAYE ep CURB ox � I '
all i rdepressionsl l fi I I d It a fine g 2
SA CUT 13.0' 40.0
matetial quality better than thenatio trial . I -- �__-_.__ T ��__ __ z•o ± ��� --:--
--- —�._._..`.._._.....___��__.. ..�. ...__._.._ 2 o I MEDIAN �
e ;
" CURB
12. f t asphalt concrete i to b placed n sub-grad@® a s IIs AC PAVEMENT ® PCG _ EX AC PAVE �
RECONSTRUCTION I GUTTER •Q • i
ster I l ant registered y the r use under A.C. and P.C.C. e" PCC SIDEWALK i 2.0'7« ±——�-� 2.07 ± -•-=
' recommended LONG
shall uniformly applied at maufactr r s reCo
rate for the full pavement wi t prior to paving.
PROPOSED T INDEX
® SECTION EANDRIG -
1 Estimate f quantities i provided b t Engineer mth
r y for TYPICAL SIDEWALK T 1 TITLE I I ITV
convenience of the v l r. the contractor shall make his own GENERALRIGHT TURN LANE HAVEN AVE NOTES9 CONST NOTES
determination f construction quantiti s before submitting bid. T. I . = 9.0
SHEET 2 - HAVEN AVE
Any Item of workrequired by these plans which is not specifically N.T.S. T. I . = •0 IMPROVEMENT PLAN
listed in the estimatequantities shall be considered as included
N.T.S.
° items f or •h other
ALK T SHEET
In - SIGNING
EXISTING U T TION ILI ISTRIPINGL
14. Street signs per City of Rancho Cucamonga Standard Number 401 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD•
114. APPROVAL O THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS BASISI SHEET 4 - TCOSECTIONS
hall b constructed t each Intersection. MONUMENTS OF CD THAT COULD BE DISTURBED Y THIS G• NO
PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN SHALL BE MADE IN THE FIELD AND ADJUSTED BY THE PUBLIC WORKS INSPECTOR BASIS OF BEARINGS IS THE CENTER LINE
15. City approval r l plans s not relieve the developer from THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS OF HAVEN AVE AS N00019' 00"W PER P. M.
responsibility r th corr correction trot and omission discovered F LL THERE ARE EXISTING MONO ENTS T DISTURB D. INSPECTOR SHALL NOTIFIED A INI U OF 4 HOURS PRIOR TO ANTICIPATED 9498. P. M. B. 102/2Xi
-
urin construction. Up request the required plan revisions FIELD INSPECTION IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE
iI Pr tly r t t th It n in r r appy I . C C CONCEPTUAL SIDEWALK LAYOUT PLAN TWO SETS shaF RED-LINED PLANS
DATE •
HO IG THE PROPOSED CHANGES SHALL SUBMITTED AT THE SAE TIME
kept in a nat. Ian. hard S7/L. GOODMAN R-C• 500 TH4HOUR NOTICE IS GIVEN TO THE CITY.
1 ® Work r t shall N(4,2850U '
frees orderly states throughout construction. Site shall be cleaned G ATI I 3-31off
-08
request f the inspector.
MONUMENT
17. Contact all Utility Companies requiredv 48 hours prior t
excavation.
1 • EXISTING MONUMENTS THAT ARE FORESEEN TO BE DISTURBED. REMOVED �
PAVED OVER SHALL BE TIED OUT (OR CHECK OF EXISTING TIES ). AFTER
CITY
TCUG VALLEY DISTRICT DATE iAPPRO: DESCRIPTION OF REVISION V
ED
T L � V I800-483-3000 TBOTANICAL C I G CIN SPCI I QTY WITH A OVUM NT SIMILAR TO THE ORIGINAL. 1 &10 - N"O"A
. T GA PAY 0 ®427- 000
'ELECTRIC* . CALIF. I800-684-8123 HAVEN AVE MAGNOLIAGANIFLO CN 0Q. C.
MONUMENTS. ECO WHICH ARE MISSING DURING
'MAJESTIC
SGAL 3 EWER:
REPLACED AND TIES PROVIDED AT THE END OF CONSTRUCTION ACTIVITIESTREET PLAN AND PROFILES.•
T. V. CABLEas CHARTER CABLE 909-987-6275
. BENCH MARKS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE H A V E f N& E A%V E NNA U1 E
NOTESFOR STREET TREES REPLACED WIT A MONUMENT SIMILAR TO THE ORIGINAL IN CONFORMANCE
WITH LEVEL OF CIRCUITRY. LEVEL CIRCUIT NOTES SHALL BE SUBMITTED SOUTH OF SIXTH STREET
1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE ITH CITY STANDARD PLANS. TO THE CITY ENGINEER FORAPPROVAL.
PARCEL MAP No@ 17939
. PRIOR TO THE COMMENCEMENT F ANY PLANTING. AN AGRONOMIC SOILS REPORT SHALL
BE UIHD TO THECITY INSPECTOR. ANY USUAL TOXICITIES O NUTRIENT DEFICIENCIES BENCH ARK 01104 APP V Y ATE _
ergroun Service ler Y REQUIREBACKFILL SOIL END ENTS. S DETERMINED Y THECITY I 1 " ROUND HEAD BOLT IN
ECTO • CITY ENGINEER •C• • •
NED
APPLICANT ` DEVELOPERCONCRETE CURB STAMPED DORE ESIGNIQ
C
ery ®o . ALL STREET TREES ARE SUBJECT TINSPECTION AND ACCEPTANCE BY THE ENGINEERING ROCK-HAVEN. LLC S. B. C. B. M. 01104 AT THE SFH
G ° Coll : TOLL FREE DIVISION.
PARK PLAZAv STE 540 N. E. CORNER OF ARROW DRAWN ASSOCIATES SHErT
1- IRVINE. CA 92614 ROUTE AND HAVEN AVE. 4
TT TREES ARE TO PLANTED PER PUBLIC IMPROVEMENT PLAN ONLY. SFH OF
227-2 0 949-476-6828 DOUGWASOO. GOOD AN DATE ING .
ELEV. 1160. 201 CHECKED RCE ® - 1-2008 2143
DLG (909) 242775 CLTO . CA 92324
WORKINGTWO DAYS BBFORB YOU DIG
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Ln Lo :2 00 03-31-08 RC MP
0 co w _j 0(D z 0 W z 0 Unaergrouna Service Alert LU UJ
BY DATE
ORE R. C.E. No. 23889
1ROUND HEAD BOLT IN
DESIGN REC NED
V U A S. B. C. B. M. 01104 AT THE SFH
1-800 NO R A T L 4�TVASSO �IATS
(D 84- 57 200 36' 09"' 15-37' 30- 41 ' DRAWN SHEDf
227-2600 J__% Aft 'a
/ 84-57' 111 15-271 SFH OF A - w 1 32- 22' Z_
6oUGL GOODMASIN DATE NO.
I .............z........TWO WORIUNG DAYS MFORE YOU DIG RCE 2 3-31-2008
------- LG (909) 824-2775 4 3
-----------
20+00, 00 HAVEN AVENUE
........ ............... .......... 10+00. 00 SIXTH STREET
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N00019100 W17
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....... EXISTING RAISED MEDIAN 101
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EXISTING STRIPING RC CITY S.TD 11313 .......
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Cell : TOLL DATE RAWING NO.
DOUGW. GOODMAN D
1-800 ELEV- 11 60- 201 CHECKED RCE 0, 3-31-2008 2143
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DESCRIPTION CIF REVISION DATE APCITY
PROVED
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