HomeMy WebLinkAbout1411 BENCH MARK
3.0 MILES WEST ALONG AT 9 SF R/R FROM THE ETIWANDA SIDING,
T'ARCEL MAP 11 -A- 10 121' FEET WEST OF CENTQRLINE OF PAVEMENT ON HAVEN AVENUE;
SET STD CONCRETE MONUMENT WITH DISK 109 FEET WEST AND 33.5
FEET SOUTH OF NORTHEAST CORNER SEC 14, T.I.S.. R.7W., 30 FEET
SOUTH OF SOUTH RAIL OF MAINLINE 90 FEET NORTH OF CENTERLINE
OF STH STREET, 4.5 FEET WEST OF TELEGRAPH POLE, 3 FEET NORTH
AND I FOOT EAST OF WITNESS POST. AND I FOOT LOWER THAN THE
TRACKS.
S R T IMPROVEMEN P ANS
1. All work shall be done in accordance with these plans, the City ELEVATION 1115.031
of Rancho Cucamonga Standards and the Standard Specifications
for Pub3ic Works Construction - current edition. Contractor
shall be familiar with and shall be responsible for adherence to ;
CONSTRUCTION BENCH MARK
these Standards and Specifications.
2. All pipelines or substructures of any kind, telephone or power 34' 67• �sf9�.gs ro �syll4o& 67'
t: oic Io -wvvwAL.U- sA,6ENtr'nTr-3es=_ PLAW TOP OF CURB AT B.C.R. 40' : S.W OF S.W. It P.M. 11410 LABELED T.B.M. THESE
PLANS
poles, water meters, valves, fire hydrants, etc. , shown or not io'S�oEryk� s�
"114Z It
shown on these plans within the right-of-way limits or in a
VARIES ELEVATION 1147.`21
adjacent areas where improvement work is to be done shall be 58' -- 9' ! I VARIES 47' TO 58'
removed, relocated or protected in place as required at no cost ou W 9' TO 20' ;
STREET LIGHT �
to the City of Rancho Cucamonga. SECTION 47' ' 1 i 29' VARIES
LINE
3. Any contractor performing work on this project shall familiarize I I 1
himself with the site and shall be solely responsible for any 29' t
J
damage to existing facilities resulting directly or indirectly VARIES - y I I VARIES W
from his operations, whether or not such facilities are shown on s r_-n4 43,9Sir1ft 94.0 I y
JOIN EXISTING � a � ea2•nl >3eRtit nett �•auvs�.�p1s
these plans. CROWN/4 PER > p ¢crJlT�r'y �' yl 3' MIN. ''J '
PROFILE. 2 t 1s,<Rµ P�R1veNDSCAPE ,4Rc+ltTE�TS pLA� CONSTRUCTION NOTES
f' ~ a I "� \
4. A permit shall be obtained from the City of Rancho Cucamonga I F- �+ 2% ¢ wwf sE�occues 1z __ I 3 2p0 ?
Engineering Department prior to any encroachment or construction ` PM 11410 PM 1993
within City of Rancho Cucamonga easement right-of-way. J� �� t _ DAYLIGHT IST.
> Li �" ESTIMATES OF QUANTITIES PAecE1. I,L PAEcEt. l
_ -- DA L T EX
r �
5. All grade stakes shall be set by the Contractor or Engineer. EXISTING MEDIAN ` C J 4 4• VA00/es
DAYLIGHT EXIST. I CONSTRUCT 4"A.C. uvER ♦"A.B. PER R.C. STD. 201. S,geo_oo S.F. /,2�/55
CURB JOIN EXIST. II&- CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY GOLD MIL( o.Ip' MIn1. 5, 225 S.F. 9� *Se
Paving shall be set at all hinge points, edge of pavement points EXISTING PAVEMENT I u�a5
within 0.01 foot of sub-grade elevation and at not more than 50 8 3
foot intervals. Additional paving stakes may be required by City HEADER CUT 0.1' MIN. 3 CONSTRUCT CONC. CURB 4 GUTTER PER R.C. STD. 303. 480.0 458.0
A.C. OVERLAY
L.F.
Engineer as needed at warped or vertical curve areas. TYPICALSECTION 4 CONSTRUCT CONC. SIDEWAI.K P« "TDS. 304 ; 310. W=4� 1940 475 S.F
TYPICAL SECTION R�
6. All sewer, water, electric, gas, phone or other utility laterals, EA
mains, or crossings shall be constructed prior to paving. HAVEN AVE. HAVEN AVE. 5 CONSTRUCT HANDICr.P tut>3 c.�1•r vew�t PCo a.c szfl aro � Eq. Z.
6 REMOVE A.C- BERM. fE L F 125-
STA. 73+93.95 TO 79+25.65 STA. 71+19.00 TO 73+93.95 ] RELOCATE EXIST. UTILITY , BY S.C.E. , PAID FOR ; COORDINATED BY DEVELOPER I EA. 2
trench backfill 9 R s 70
7. Compaction tests of embankment construction, T1
s x s
compacting original ground and all sub-grades shall be performed TI 9 R 0 8 REMOVE EXIST. CONC. CURB ; "UTTER . SIDEWALK , DRIVE APPROACH. a S.F. Z,7-Vo
at no cost to the City of Rancho Cucamonga. A written report
with these compaction tests shall be submitted to the City g INSTALL STREET TREES PER "lTREET TREE CONST. NOTES" I SHEET I OF 4 1 /'f EA. f
Engineer for approval prior to the placement of base materials 10 RELOCATE UI"!Nfi"nc''ND UTILITN BY UTILITY OWNER PAID FOR ; COORD,,'-:TEL, BY DEVELOPER 1^5 EA. L'S
and/or surfacing. ARROW HIGHWAY
I THROUGH THE CITY TRAFi','C DEPT. 1
8. At the completion of paving, a materials report shall be I -ItI I CONSTRUCT DRIVE APPROACH PER R.C. STD. 306. Zeo S.F. 1,000
submitted to the city Engineer, listing all tests or 0.07.00 - ARROW HWY.
I INSTALL 9500 LUMEN STREET LIGHT BY S.C.E. PAID FOR ; COORDINATED 1 THROUGH THE CITY 3 4
determinations completed to verify stability, oil content and 79+42.59 - HAVEN AVE. SEE SHEET 3 OF 3 TRAFFIC DEPT. ; BY THE DEVELOPER W/R-26-S SIGN PER R.C. STD. 406. EA.
gradation of asphalt paving. T T• FOR ARROW IMPROVEME�tTTS_= 13 INSTALL REDWOOD HEADER 2p5 LF
9. Prior to installation of any paving, a materials report shall be 1
I5 SIGN `
submitted to the City Engineer, listing all tests or I SAWGUT ; REMOVE EXIST. A.C. PAVEMENT /� 9:F 70
1 f -
I5 REMOVE EXIST. "1-' MARKERS. 3 EA. 3
determinations completed to verify: R-Value, sieve analysis and W14._ --
sand equivalent of aggregate base. �,J3 15 SIGN ___ A.C. BERM 6 I6 RELOCATE NOTED TRAFFIC UTILITY PER THE TRAFFIC RELOCATION PLANS. EA. -
W W
10. Paving shall be performed in accordance with R-Value and pavement 0 ,�
-- ,� 17 REMOVE REDWGGJ HEADER
tests taken to determine structural sections (prior to final plan Z F- 4 > T 16 PULL BOX rT - POWER POLE 1830035E T _ _ _ L.S.
a roval) . yVj L �I fo,vTC�1��� Ta -rim? oPoseo a ROS $AY 19 ADJUST WATER VALVE COVER TO GRADE. EA. `f
pp W 5 --- - -
N 4 /CEPAA�E T,e�9FF/G GIFT _ I$ RELOCATE E X15 T. F N
EA _ !
11. When improvements tAePS . lTy/) poe SEP P[AM. ►' �.___ 10 s�y��AJ4 sT�iP�tiy v��2 s.✓B�T S+ �¢
PEot'o5�q �Pa VgtiILT BY oTN�P� P
p are to be placed on native soils which consists
/ / RELOCATE n eaFMCVE "OTC-0 POs•'rIDAJ Or- ME D144.1 1S L4 AI0 -JUica ; RocJc I.Ar.J E7 Oe-A F-F_ d 1-.F Z�
of a rocky material , the sub-grade shall be prepared by removing r_ -_I F-� r--1 F- "l _, TRAFFIC
all rocks which protrude above the sub-grade and all voids or I I 1 I ' I ' I I I SIGNAL 0 Is GUY WIRES ?1 coAJ3TeucT eines Q!J<TalACAJ eF 4XAST MJFJ71A J /st.4Aiv ro A4A-ro.r ecx.sr. � C.F. G.5
depressions shall be filled with a fine grade material of a �� i L__i L_J L_J L_J L__J /
quality better than the native material . TRAFFIC SIGNAL 1377519E RE
5 POWER POLE 7 ?3 PlAe-e MBDIAAJ 11914A40 ACoe.,t[ j erMT MLf
EAJLAAIOeSLQcE To TGs
N Xsr.
fPr L.s•
I � r
16 I ( 2� COtilSTRuGT $US $A'( JF-F.E' 17ETA,L_ SWF-ET 3 of
12. • If the asphalt concrete is to beon laced sub-grade. a soils I I r-, r-� F-, r-1 Z5 ZEL-o�Ale 15x157 ,Qllz Ve'G vAL-V�- TO Tog APPeOVAL of c.c.w•v EA. I
p g Il 210 ><13T.
sterilant registered by the E.P.A. for use under A.C. and P.C.C. � I L J L_J l_J L_J L_�I I� _�
er,Lo6ATE EPeWC-r- PoLe FA. I
shall be uniformly applied at the manufacturer's recommended rate EXISTI I WHEELCHAIR RAMP _,1 CONSTRUCT 8" GONC. CURB ONLY PER R.C. STD 301 0 L-F 222-
for the full pavement width prior to paving. DETECTOR LOOPS I 8 r -
13. Estimate of quantities is provided by the Engineer only for the I I
16 PULL BOX I CSIHS I NK 11ar clefts pat $TIM t'IEiS
convenience of the developer, the contractor shall make his own I r- 1 r-, III NOTES 1. All street trees are to be placed 1n accordance with Citydetermination of construction quantities before submitting a bid. I I I I ' I itanMrd $01.
An item of work required b these I I L-JI L__J I WATER METER E• All street utas shall be stated and planted according to City
Y q y plans which is not CURB HZ GUTTER LII I r (ABANDON! THE QUANTITIES NOTED ON THESE PLANS ARE PROVIDED Standard 605A or 60S6 as proxftafty to hardscepe dictates.
specifically listed in the estimate of quantities shall be BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE AMOUNT
considered as included in the other items of work. z I I III I OF WORK REQUIRED TO COMPLETE THE JOB. THE CONTRACTOR
W1 58 IS HEREBY NOTIFIED TO PROVIDE THE DEVELOPER WITH HIS OWN
l 7. Iac
BID BASED ON HIS DETERMINATION OF QUANTITIES AND A COMPLETE owe per the
mixture 0/ all Streit trees shall
recossesndatlons of at agro+ros►/c soils report furnished to the
_ > I I 47' LII I F00 ,QEMOV44 fW1A15T11LL,47/O.V GIC JOB city Inspector.
Q I I III T,eAFFAC s/4A/44 ITEMS, SEE T.QA.eF/L 4. Ile street tree shell be canted where the center of the trunk is
15. Cit approval of 2 I I XISTING SIDEWALK I I S/ SAL PLAeJ" THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAVE closer than three felt (7') co the face of curb, •"less othen►1sa
City pp plans does not relieve the developer from 8 - 4
responsibility for thecorrection of error and omission I I III BEEN TAKEN FROM AVAILABLE RECORD DATA. THE CONTRACTOR SHALL 10th'
discovered during construction. Upon request the required plan CONTACT THE UTILITY OWNER PRIOR CONSTRUCTION FOR AN EXACT S. All street trees are subject to inspection &W acceptance by the
r , r , I I \ � LOCATION OF SUCH UTILITIES.THE CONTRACTOR IS TO PROVIDE FULL City Engfntar, xz
revisions shall be promptly submitted to the Cit Engineer for PROTECTION OF SUCH UTILITIES WETHER SHOWN ON THESE PLANS OR
approval .
p p Y y g I L_J L _J I I NOT. S71cj r NAME T,« TYPE 6ozAA1c _1 n/AMl0
I I II 1 I I A ,/A VEA/ AVE
�0, . Q/CNYL.J/fig/ /rPdcvur ��EQ L.7NOSc,IP� ARU/• PYAN.� •+ r �
/-�� LIAVC.t/ ,6VG. MAS.VOLiA 6,eAN0/FGOK�4 ( #r.e G./'✓DScAPt�v/
16. Work site and exterior streets shall be in a neat, clean and
hazard free, orderly state throughout construction. Site shall I I 7 STREET LIGHT I i� I 36� 14� A
be cleaned upon request of the inspector. I � i � 10,710.7 12.6
jI '
17. Contact UNDERGROUND ALERT 1-800-422-4133 and the following
J
III I ►_- LL
Utility Companies as required, 2 working days prior to
=
0 `
excavation. 0 U a- 1' \
3 ~
10
� .ALIS
' Ear 3 W - - -
18. The final surface layer of asphaltic concrete roadway pavement INTERSECTION DETAIL o/ 1
0 1.7to2.5
FDESCRIPTION
shall not be placed until all utilities and utility laterals
OF REVISION DATE APCIT Y
PROVED
within the roadway have been installed, including all on-site - - - :- -
grading has been completed, and all unacceptable parkway and �• STREET LIGHT I
roadway improvements are removed and replaced to the satisfaction ,
of the city Engineer. 3
= 36' 14'
A. General Telephone (600) 412-4112 ,� o� 14'1 2 2' t 1 ARROW HWY. 3 `91 t0 5 +65 SEE SHEET 3 OF CITY OF RANCHO CUCAMONGA
fur u1►der tonin! service of 10; TO EX.EP.
S EXIST S.L. - ^� ♦^ d� =m "J = W A, 7' W W FOOTHILL BOULEVARD
��� r e ,� �` a _ -- PLAN * PROFILE
S. Southern California Gas Company p y (114) 526.1669 ;,�0r „ Q' I �V � G SEE SHEET 2 OF 3 HAVEN AVENUE
2191 S. Airch Street (1 14) $29.1010 EXIST. C ; G Q-_ Q a j
&tea, California 9262) z Z ARROW3' S'LY
-- ,� ti; 1,02% 1 S °/ 17 �2% Py W ARROW W ROUTE 3� HIGHWAY TO 82
C. Cucamonga County Water District (114) 161-2591 � �\ ° �._^m '.' (Go L = _ _C. Q'S DAYLIGHT Q EXIST. a a a � �
ARROW HIGHWAY
9641 San Sernardluo goad o �+ 8 o + _= I .LY
� �S- IS 9 3 O... _
Rancho Cucasou`s, California 911)0 °; \\ ,c' P Q. Al"G�. 2 o I a JERSEY HAVEN AVENUE TO 558 E
II J
° I m 0 PARCEL MAP NO. 11410
0 W
9' 7 N 3 I = ~ 4t" STREET
26. °- - APPROVED BY : DEPUTY
N ( a DATE:_9-6.9d
lb
CITY ENGINEER R.C.E. NO.
iV 0e, i DESIGN DERBISH, GUERRA & ASSOCIATES RECOMMENDED, BY
1 4 �Wy TYPICAL SECTION - ARROW HWY. p) SAN BERNARDINO FREEWAY A kE
4 tJ r V OON 6 EK f AS50C.
I� V' Q•. a; Q' EASTERLY RIGHT OF WAY JC CIVIL ENGINEFRS
Q' HAVEN AVENUE. STA. 3+ 01. 12 TO 34 91 {
DRAWN 8331 UTICk AVENUE SUITE 150 SHEET
R. C., CA 91130 (7i4)987-4306
DRIVE APPROACH IMPROVEMENT DETAIL TI = R =
P.G. of 4
- VICINITY MAP 1E
SCALE I- " 10' ----------- -------------------- __ 1` CHECKED / DRAWING
Theodore L. Nrbi J
r` CITY R.0 E.No.28476 Exp.1 5 51 Date 3�yn
09
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
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Q_ COA/ZrZzleT VAX/ABLE AVIC, JE" A-G- O'VE04AY Go60 MGG O•/o' %41AJ. •r4 J.0)4- 35-611,
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5OGDAJsTit'UGT /PA/I!P PER �.G. STD. 3/O I COMMUNICATION FOR 66KV ELECTRICAL I ON THE EXF. 3-31-93 HAVEN
A
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QELOGATE EX/3T. zer&lTy By S.C.E.- P.4/D FG�P e� GGDeD/AJATEL7 17Awaa4m TAS G/7Y 7� c;,cle xrer) UNDERGROUNDED FROM THE FIRST POLE SOUTH OF THE ; �
(, PROJECT SOUTH BOUNDARY TO THE FIRST POLE ON THE Q dx 0 �` ��P ARZoW ROUTS to 823' - SLY
`J BY THE. LVELDPf:e. SIE NORTH SIDE OF ARROW ROUTE. INCLUDING A CONDUIT
S BEMD✓E EX/ST GDA/G. Lc/tB j rjdTTEC, SiOEWAL� OeidE AOPQD.4GN. ACROSS HAVEN AVENUE FOR FUTURE ARROW ROUTE F V�
uTlt.rrY UNDERr,,ROUNDING. OF CAS-���
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1c eEL0G.4TE lJTjL/CITY $Y Ur/[./TY IWNEZ PAID fee / Gde_-,P.WTEO BY AE✓EGoPE,e
-16-90
oVe01_1.5W T E G/TY 7Z-4FF/C PC,-r �P
S/OEK/ALX L,QYDUT /s e0A1 eEP TU A L 40,VL Y . APPROVED BY: DEPuT DATE
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,aoPeovl�l of rNE F/NAL SiDEWAGZ LAYDLJT s�/acc aE MavE , CITY ENGINEER R.C.E_ N0. ��µ
/AJ3TALG 9500 CUA4EAI ST,eE� 41 AIT BY S-C.E. PAID For 4 Caaeom.14rco Iril.+z ala TME eery TirAFFiG pEPT) /A/ rA15 F/ELO 4 AD✓USTEO 4S A1Ee&s54zY TO MEET" FiEGo RECORD DRAWING
BY TA,/E DEYA?LdjPEE W l ,R-Z6-S S,SM 0,4Z C44 TrWJS. _5PEG/F/G/J7/0AJ5. cowD/TioAis As AP/Le✓EO Ry THE PURI-le- X100*rS /ti/SPE'cTa2 Awp DRAWN BY RECOMMENDED
19 •a0✓41S7 WATEe v441lE co''E'e ro •PApE CONTRACT ENGINEERING CORP
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19 eEZ04'Ari5 E,r/sr 09. PeZ' PGAAJ. 1150 NORTH RICHFIELD ROAD, STE. A i � � J.G. 8331 I'11(A AVI Nt l suill 150
2l eCAfeVE .vaTEo PoeTiOw of ".1ST MED1AA1 /514A/v -a,PB f OdCe ANAHEIM, CALIFORNIA 92807 DESIGN : R/ C., , 9I?3 (7 14)987-4 306 SHEET
(714)579-3730 / �- OF ,*
?Z �dvsT�edGT GlIIPB .2E7U2N Ac .t/aTEp MEp/4A/ SLAAJo �1/,¢B TO AiIgTGN EX/ST /i�
AS-BUILT PLANS PREPARED UNDER THE SUPERVISION OF:
23 eE41e.4eE Meal,#•✓ 1_-A(4 1,o 10,04& [AA/O.S,l4PE TD AI.4rLN E.YiST- � It `
CHECKED T-1 : - 111"' DRAK'ING No.
F,) /(OZ� ��F K G1T { it
R.C.1 94 6 I I):i' j �/T Date,//
DAVID ARTHUR RCE NO. 12502 REG. EXP 3-31-93 DATE
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