HomeMy WebLinkAbout2111 NOTES
1. All work shall be done in accordance with these plans, the City of
Rancho Cucamonga Standards and the Standard Specifications for Public
Works Construction-current edition, including its annual supplements of
amendments. Contractor shall be familiar with and shall be responsible for
zjT adherence to these Standards and Specifications.
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2. All pipelines or substructures of any kind, telephone or power poles,
water meters, valves, fire hydrants, etc. shown or not shown on these
STANDARDS REFERRED TO ARE 'THOSE OF THE CiTY OF RANCHO CUCAMONGA . plans within the right of way limits or in adjacent areas where
QUANTITIES improvement work Is done shall' be removed, relocated or protected
UNLESS OTHERWISE NOTED. FOR PERMIT
PURPOSES in place as required at no cost to the City of RanchoCucamonga.
1 Construct Curb and Gutter Per City Std. 104, -8 (w=18") 18 LF 3. n contractor performing work on this project shall familiarize' him--
elf with the site and shall be solely responsible for any damage to
Q) Construct Driveway per City Std 101 TYPE R- 1 (W per Plan) . ..__. �3C► SF existing facilities resulting directly or indirectly from his operations,
3 Construct 4' Sidewalk Per City Std. 103 _ 553 SF NAM whether or not such facilities are shown on these plans.
Construct min 0.33' AC Pavement Over min 0.33' Class 2 A g. Base.--- 3500 SF . A permit shall be obtained from the City of Rancho Cucamonga Public
(see General Notes 9 & 1 C) Works, Engineering Department prior to an encroachment or construction
5 Saw Cut and Remove Exist. Pov't to Form a Smooth Join. .,� _ .., 480 SFBANYAN within City of Rancho Cucamonga Easement or Right-of Way.
6 Install 5800 Lumen HPSV Street Light. 1 °
U7 , Protect in Place 14 Allrad' stakes e ak s shall be set by the Contractor or Engineer. Paving
8 Remove Existing Asphalt Dike 175 N Lr stakes 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
9 Relocate Markers to South End of Project as Shown on Plan 4 intervals. Additional paving stakes may be required by City Engineer
as needed at warped or vertical curve areas.
10 Relocate (Road Narrows Sign} to South End of Project to 6+ 4 to Sta 6+87.�.,. 1
f. All sewer, water, electric, gas, phone or other utility laterals,
11 Install " AC Dike per City .Std. 104 TY'K'E D1--8. Painted with White -Reflective Paint. mains or crossings shall be constructed prior to paving.
and Construct Pavement Transition per City Std. 406 _,40 LF
1i2 If Exist. Edgeline Damage, replace with 4" white Edgeline Per Caltrans Manual 7. Compaction tests of embankment construction, trench backfill,: com-
figure 6--8, Detail 31. -------- 40 LF pacting original ground and all sub--grades shall be performed at no
cost to the City of Rancho Cucamonga. A written report with these
13 Install Relocated Markers Sto 6+54 to Sto 6+87 5 compaction tests shall be submitted to the City Engineer for approval
1 Construct Curbside Drain Outlet per City Std. No. 107-- ,�,,. ._,,. IVIC I prior to the placement of base materials and/or surfaces .
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15
At the completion of paving, a material's report shall a submitted to Install Street Trees in Accordance with City Stds. These Plans.., �_ _ 1`2 8.the City engineer. Lison all tests or determinations completed to
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1 Install W11 CA or W4�-Z MUTED per Caltrans Manual 1 verify stability oil content and gradation of asphalt paving.
9. Prior to� installation of any paving, a materials report shall be
submitted to the City Engineer, listing all test or determinations
completed: to verify: R--Value, sieve analysis and sand equivalent
EXISTING: SURVEY MONUMENTATION of aggregate base.
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS THAT 10. Paving shall be performed in accordance
COULD B DISTURBED Y THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST 9 P nce with �-Value and Pavement tests
iN THE FIL ARE SHO ON THESE PLANS AND ARE DESCRIBED A FOLLOWS: taken to determine structural sections verified prier to paving.
11. When improvements are to be placed on native soil which consists of a
1. NAIL TAG LS 30102 NORTH LINE 16461 HELLMAN AVECL rocky material, the sub-grade shall be prepared by removing all rocks
. 1" IP 0 INTER IOAMOA COURT & HELLMAN AVEwhich protrude above the sub--grade and all voids or depressions shall be
3. NAIL &TAG 01 SOUTH LINE TR 1641 & CL HELLMAN AVE L3002 PER 15692; PMB 192/9,1® filled with a fine grade material of a quality better than the, native
material.
PRIVATEINOTICE TO CONTRACTOR.
1 . If the asphalt concrete is to be place on sub-grade, a soils sterilant
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE registered by the E.P.A. for use under A.C. and P.C.C. shall be
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF DATED, ,�__ _ uniformly applied at the manufacturer's recommended rate for the full
CONSTRUCTION OF THIS PROJECT,; INCLUDING SAFETY OF ALL PERSONS RCEXPI pavement width prior to paving.
AND PROPERTY! THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS- AND THAT THE 13. Estimate of quantities is provided by the Engineer only for the
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE' OWNER AND convenience of the developer, the contractor shall make his own
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR determination of consturction quantities before submitting a bid. Any
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS Provided for your convenience are the following. item of work required by these plans which is not specifically listed in the
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE estimate of quantities shall be considered as included in the other
NEGLIGENCE OF THE OWNER OR: THE ENGINEER. A. Cucamonga Valley Water District items of work.
9641 San Bernardino Road (909) 987-2591
ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR Rancho Cuco onga, CA 91730 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and
THE CONVENIENCE OF THE DEVELOPER, THE: CONTRACTOR SHALL MAKE 402 shall be constructed at each intersection.
HiS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE B. San Gabriel Valley Municipal Water District
SUBMITTING A BID. ANY ITEM OR WORK REQUIRED BY THESE PLANS Mr. Bob Stallings-For BASE LINE construction (626) 969-7911 1 City approval of plans does not relieve the developer from
:IGH IS NOT SPECIFICALLY LiSTED IN THE ESTIMATE QF
UANTITiS SHALL BE CONSIDERED AS INCLUDED IN THE OTHER C. Metropolitan Water District responsibility for the correction of error and omission discovered'
during! construction. Upon request the required plan revisions shall be
ITEMS OF WORK.. P.O. ox 54153 (909 593--7474
Los Angeles, CA 90054 Ext. 6461 promptly submitted to the City Engineer for approval.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/ORROUN!D ALERT CONTACTS: 1 . Work site and exterior streets shall be kept in a neat clean, hazard
STRUCTURES SHOWN ON THESE PLANS RE OBTAINED BY A SEARCH OF AVAILABLE Note. UNDER( . ,
ECQDS. TO THE BEST OF OUR KNOWLEDGE THERE: ARE NO EXISTING UTILITIES GENERAL TELEPHONE free, orderly state, throughout construction. Site shall be cleaned upon
SO. CALIFORNIA EDISON request of the inspector.
EXCEPT AS SHOWN ON THESE PLANS. THE: CONTRACTOR SHALL ASCERTAIN THE TRUE SO CALIFORNIA GAS COMPANY
LOCATION OF ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR CABLE COMPANIES 17. The final or surface layer of asphaltic concrete roadway pavement
DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. shall not be placed until all utilities and utility lateral within the roadway
u have been installed. All onsite improvements including all grading have been
completed and all unacceptable parkway and roadway improvements are
removed and replaced to the satisfaction of the City Engineer.
PLANIING LEGEND
CITY
SYMBOL COMMONINAME QUANTITY SIZESTREET BOTANICAL I . GROW SPACINGI TY DESCRIPTION OF REVISION DATEAPPROVED
SPACE
EXIST. CACTUS AS SHOWN 'aft F wftA& a A"M Aow& A&Mm's UAO%k N&
HELLMAN AVE Eucalytus polyantheos Silver Dollar Gum 5' 0' 0.C. 5 GAL 5 ]3%E N Cli M% r AIRK' U K NU U U
EXIST. TREE AS SHOWN
CITY B.M. NO. 70 FD ON TOP CUR AT' WLY END. RETURN 0 INTER. p l
V
EUCALYPTUS 5 5 GAL � � �'� � :�"��°��. v% vn APE'rr" 'r0%LA"m
im'srPRO M IN 1' V 14
OLYANTHEO HILLSIDE AND HILLSIDE COURT.
TREES:CONSTRUCTION NOTES FOR STREET ELEVATION 1883.086 {� t r°� 5650 HELLMAN AVENUE
1. ALL. STREET* TREES ARE TO BE PLANTED, iN ACCORDANCE WITH CITY STANDARD PLANS. STA 6+95.77 .1
. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE Under round Service Alert APN 1061 -761 -05
FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
EXP. 12-31
REQUIRE BACKFILL SOIL AMENDMENTS, A DETERMINED BY THE Ci INSPCT�' i d'' C '` ` ple
a ,�° A�.-V i - . °�,,� APPROVED Y
DATE
. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE Y THE I_NGiNEERING ��' �f CITY ENGINEER R.C.E.
DIViSI'ON. F' 1 .
CAU. TOL. FREE KRIS N -..
4. STREET TREES ARE TO E PLANTED P PUBLIC IMPROVEMENT PLANS ONLY. 1-800-227-2600 �"��� DESIGNLand Development
RECOMMENDED
3616 N. LI LY DR. En&oermg
RIALTO, A 92377 DRAWN 1 i ® SHEET
RKiNG DAYS BEFORE YOU: DIG 909-428-2483 4
WWI OF
CHECKED . 31 . 12W DRAWING No.
DATE FILE, NO. 2111
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---- —------------------------- -Sto�_4419L I' / 5- 'A'EXIST. R/W .64 01% -;,--0 OV -7-1 8")Exist. Curb & Gu�ter per Std 1�4 (w JOIN I s . Curb G4ter per Std 104 (w=18 ULU
to 6+55 Ui Exist. �C Dike 31.38
-------- FL1812.135) I/ 33 Exist. Dike,\ X lTC1 832.96 4 2Z 00 221 (FI 18 2- Exist. er Line 7 5.7 26 So 6+9 Wst Exist. E 0 47 2200 .. ....... 3 3150/ /9+00 I 00
I' Water Lir Exist. 8"' ie 5 6+od 5+00 4+00 Sto 7+05.7Y., 5-4— ITC 1815.79 a FL 1815.16 2\HELLMAN ' \%AVE N" E sto 8+3 Sto 6+55 EffD PA T\REMOVAL 22 00'REMOVAL BEG. PA\/T' ----.2200 �7t;7' C Ike . ...... \ ExIst.Curb Gutter 33 00----- -
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--------- ---------- --- --- ------- --'j----------- ----------------- ------S T R U T 10% 214 NOTES J Exist. Curb & Gutter per Std 104 (w=18") -- -- -
Construct Curb and Gutter Per City Std. 104, A2-8 (w=18") EXISTo R/W Ity Std 101 TYPE R-1 (W per Plan) X Construct DKiveway per Cit(D EXIST. R/W (n/�;N :3
Or) Construct 4' Sidewalk Per Ci'- Std. 1 03 W TLY Construct min. 0.33' AC Pavement Over mim. 0.33' Class 2 Agg. Base.per General Notes #9 & 10 Cn CITY
(D W DESCRIP11ON OF RBASION DATE APPROVED
Saw Cut and Remove Exist. Pavt to, Form a Smooth Join. s a ^ pilks a AV%
f EL 0 IL M OENNI 'Lou
i 0 J InstdIlr 5800 Lumen HPSV Street Light. LEGEND R/W R/W F1.1,moIRAI U AMVOL Protect in Place (Item Noted on Plan).. rR.-A 5F a v T
S
M IDNs M WIN 12
Remove Existing Dike 33 33' PCs a
P% A R. 1 P VE` A*E N` P'LANS
\10�
Relocate Markers to South End of P ect Sta 6+54 to Sta 6+87 12 22 U INJ H U 0"`UALE. 1 zo V
r0i —.e ;.00
'PAV'T EMA OVA L 100 _-y 6 0 N
Relocate (Road Narrows Sign) to South End of Project as on Plan. U-1 31
0.50 S TA 6- +IG015.7 7 rl'vr% STA 8+34.1 0
Install 8" AC Dike per City Std. 104 TYPE D1-8. Pointed with White Reflective Point. 4 20 0 20 APN lvol -761 -05 and Construct Pavement Transition per City Std. 406 EXP. 12- 1-0 167 4 If Exist. Edge' line Domage(Std 4+19 to Sto r6+95) replace w I V I - APPROVEDBY, DATE @ C'TY ENGINEER, R.C.E.*1 31. Remove Edge line Sto 6+95 to 7+70). W per Caltrans Manual figure 6-8, -Detal lope 1.89% -2.53% C EXIST PAVEMEN DESIGN Lwd D"elopment
U3 Install Relocated Markers Sta 6+54 to Sta 6+87 UWNERS 0 lei
3:1 OR FLATTE Wift an
C* L I U4 Construct Curbside Drain Outlet per I Std. No. 107-A KRIS & BOB BERGERON TLY a %.# 1021 T% COHM SHEET
3616 N. LILT DR.[I NTS Install Street Trees in Accordance with C' Stds. ,& These Plans. RIALTO, CA 92377 OF!-
IrYPICAL PS)ECTION Install W1 1 CA or W4-Z MUTED per Caltrans Manual 909-428-2483 CHECKED P��L comir DRAWING NO.
DA FILE NO.
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