HomeMy WebLinkAbout2170 NOTICE TO CONTRACTORS
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GENERA L NO TESo, I
Con s tru c t/on con trac for agrees that in
�' Calfornia Council
1. A// walk shall be done in accordance with these plans, the City of Rancho Cucamonga Standards S REE T IMPR 0 VEMEN T & S TORM DR,,, IN PA� A N accordance with generally accepted oF Civil Engine¢rr
construction practices construction
and the Standard Specifications for Public Works Construction - current edition, including its annual contractor will be required to assume sole &Mand Surv¢�orr
supplements of amendments Contractor sha/l be familiar with and shall be responsible for adherence and complete responsibility for job site conditions during the
to these Standards and Specifications. ror course of construction of the project, including safety of a//
2. A// pipelines or substructures of any kind, telephone of power poles, water metals, ver/vas, Are persons and property, that this requirement shat/ be made toAW AM apply continuously and not be limited to normal working
AN
hydrants, etc shown or not shown on these plans within the right-of-way limits or in adjacent areasA AW Am Mr AMhours, and construct/on contractor further agrees to defend,
where improvement work is to be done shall be the removed, replaced, relocated or protected in MADRE A VENIIE & MA li v S TREE T indemnify and hold design professional harmless from any
place as required at no cast to the City of Rancho Cucamonga. SIERR. and a// liability, real or alleged, in connection with the
J. Any contractor performing work on this project shat/ fermi/iofize himself with the site and shall be performance of work on this project, excepting liabilityAW M arising from the sole nag/fence of design professions/.
solely responsible for any damage to existing facillties resulting directly or indirectly from his AWAW
operations, whether or not such facilities ars shown on these plans. DR(Mor 2u" O5 1010r, 0 A// contractor and subcontractors performing work shown on
4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering or related to these plans shall conduct their operations so
Departmentprior to any encroachment or construction within any City of Rancho Cucamonga that emplo es are provided a safe place to work and the
easement or right-of-way. public is protected Ali contractors and subcontractors shall
comply with the "Occup a tion al Safety and Health
A 0j"'ITIES
5. Al/ grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at ol/ DRAIN CONSTRUCTION NOTES.50170RMRegular/ons" of the U.S Department of Labor and with the
hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and of not more than State of California Department of Industrial Relations
50 foot intervals Additional paving stakes may be required by City Engineer as needed at warped El INSTALL 36" RCP STORM DRAIN ('20000) 390 LF "construction Safety Orders". The Civil Engineer shall not he
or vertical curve areas 2 INSTALL CA TCH BASIN PER CiTY OF RANCHO CUCAMONGA STD. DWG NO. 300 (W PER PLAN) ,2 EA FL' responsible /n any way for the contractor or subcontractors
PER STREET compliance with said regulations and orders.
6. A/! sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be AND LOCAL DEPRESS/ON PER CITY OF RANCHO CUCAMONGA STD. DWG. NO 307, CASE A IMPROVEMENT PLANS
constructed prior to paving.
(FL DW-B Y) OR CASE B (SUMP) AS MODIFIED B Y DETAIL 'A " ON SHEET 3 AND DETA/L 20' I RIES
P?/(/.Q TE ENG/NER'.S NO T/CES TO CONTRA CTO .S
Compaction tests of embankment construction, trench backfill, compacting original ground and a// 'B" ON SHEET 1 RESPECT/VEL Y 3 . G. NO. 31.q 2 EA ' MIN. ,. 777e ex/stance and approx/mote /ovation of any underground
CONSTRUCT STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STDDW
sub-grades shall be performed at no cost to the City of Rancho Cucomongo. A written report with MODIFIED PCC 10 LIMITED
5 6 P•C.C. ACCESS CURB 4 utilities or structures shown on these plans are obtaened by a
these compaction tests shall be submitted to the City Engineer for approval prior to the placement F±1 INSTALL 12 (050) R/PRAP, 36 THICK 1000 CF search of available records. To the best of our knowledge,
of base materials andlor surfacing. 57 `/ there are no existing ut/llties or structures except as shown
a� as 1 1: .n,:. .* a 0.,. VAR• ..
8. At the completion of avis a materials report shall be submitted to the Cit Engineer Listing CONNECT TO EX/STING OUTLET STRUCTURE PER DETAIL C ON SHEET 3 1 EA g•7� on these plans. The engineer assumes no liability as to the
Fil „ 10 exact location of sold lines nor for utilities or irrigat/an lines
p paving, Wm __------
all tests or determinations completed to verify stability oil content and gradation of asphalt paving. - ==
INSTALL 24 RCP STORM DRAIN (20000) 89 LF 4.0� At whose locations are not shown. The contractor shall be
9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. 37'4
Listing all tests or determinations completed to verify R-Value, sieve analysis and sand equivalentresponsible for notifying a// utility and irrigation companies
of aggregate base. /0'TIES REMO VA L NO TES UA prior to work on excavation to determine exact location of a//
A REMOVE EXIST AC PA VEMENT 10,660 SF lines affecting this work, whether or not shown heron, and
10. Paving shall be performed in accordance with R-Volue and Pavement tests token to determine for any damage or pro tec tion of these lines.
structural sections @ REMOVE EX/ST. PCC SIDEWALK 1,200 SF NOT TO SCALE
The contractor shall cal/ in a location request to
11. When improvements are to be placed on native soil which consists of a rocky material, the REMOVE EX/STCURB & GUTTER 270 LF Underground Service Alert (U.S.A.) Phone 1-800-422-413J
sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and a// voids D REMOVE EX/ST. AC BERM 210 LF two (2)w working days`prior to digging. No construct/on
or depressions shall be filled with a fine grade material of a quality better than the native materia/. permit issued b Public Works Department shall be valid
.Y P
�E
12. /f the asphalt concrete is to be placed on sub-grade, a soils steri/ant registered by the E.P.A. for REMOVE EXIST TREE J EA involving underground favi/hies unless the applicant hos oninquiry identification number issued by U. .A.
use under A.C. and P.C.G. shall be uniformly applied at the manufacturers recommended rate for the REMOVE EXIST. STREET LIGHT. REMOVE ALL PULL BOXES AND CONDUCTORS TO NEAREST 1 EA
full pavement width prior to paving. ADJACENT LOCA TION W1 THIN SIERRA MA DRE A VE. RIGHT-OF-WA Y AND TO SCE REMOVAL PLAN.
13. Estimate of quantities is provided by the Engineer are only for the convenience of the developer, G PRIVATE WALL REMOVED AND REPLACED BY OTHERS PER APPROVED BUILDING AND SAFETY PERM/TS 62 LF RASIS OF REA RINGS
the contractor shall make his own determination of construction t n quantities before submitting o bid.
Any item of work required by these plans which is not specifically listed in the estimate of PROP. 6' BLOCK WALL EST° 6' BLOCK WALL BEARINGS ARE BASED UPON THE CENTERLINE OF EIGHTH
quantities shall be considered as included in the other items of work. STREET CONSTRUCTION NOTES TIL OR GARAGE WALL TO BE REMOVED
q �-_ G RECORDED IN MB 177175 78 SAN BERNAR NO COUNTY
14. Street signs per Cit of Rancho Cucamonga Standard Number 401 shall be constructed at each r.. I MIN. '
i p -` g CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 101, 1 EA RECORDS
in tersectian. TYPE R-1, W=16' PROP. GROUND OR L-1
GARAGE FLOOR EXiST STREET BARRICADE
15. City approva/ of these plans does not relieve the developer from responsibility for the correction of t CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 104, 265 LFx r¢ TO BE REMOVED A09JENCHMARK
error and omission discovered during construction. Upon request the required plan revisions shall be TYPE A2-8 3 MAX. `:. PROP. CURB & GUTTER 2 CiTY OF RANCHO CUCAMONGA BENCHMARK NO. 10026.°
promptly submitted to the City Engineer for opprovol. RETAINING ,
,:. �- g i
3 CONSTRUCT 3 MIN. A C PA VEMENT D VER 4 MIN. AGGREGA TE BASE (SEE GENERAL NOTES 9 & 10) 5,080 SF
16. Wolk Site and exterior streets shall be kept in a neat, clean, y throughout -- DESC IP77ON. BRASS DISK IN CONCRETF CURB STAMPED
hazard free, orderly state, q. CONSTRUCT MOD/FIED 10" PCC LZVI TED ACCESS CURB PER CiTY DF RANCHO CUCAMONG'A 30 LF i i '"SBCO URV 700-34" A T THE SOUTHEAST CORNER
construction. Site shot/ be cleaned upon request of the inspector:
STD. DWG NO. 105-C, W=26'
(SEE SECTION A-A ON SHEET 1 AND RT. CURB PROFILE OF 8TH STREET AND BAKER A VENUE, 1 FT SOUTH
17. Contact all Utility Companies as required- 48 hours prior to excavation. Provided for your ON SHEET 2 FOR TRANS/TION LENGTHS) PROP. PAVEMENT 3 OF BEGINNING OF CURB RE7URN
convenience are the following: CONSTRUCT 6" PCC PA VEMENT520-C-2500 W/TH MED/UM BROOM FINISH 330 SF
( ) ELVA TION: 1137. 55
A. Southern California Edison (909) J57-6240
B. Verizon (800)) 4 483-3000 U6 CONSTRUCT 4- PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 103 (5' MIN.) 505 SF i_
On r0
LEGEX0
C. Southern California Gas Company (909) 335-7530 7 INSTALL TYPE 'lV" MARKER 1 f NOT TO SCALE
D. Cucamonga Vo/ley Water District (909) 987-2591
E. Metropolitan Water District (909) 593-7474 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1 2 EA
EX/S7TNG STREET LIGHT
F. lime Warner ('800) 626-62999 INSTALL GOBBLE STONE HARQSCAPE PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 542 850 SF , `
G. Charter Communications ('909) 987-6275 EX/STING MANHOLE
1 D ADJUST WATER VAL VE TO GRADE 1 EA .W
--.--- EXISTING u77L1 TY LINE
18. The Land Surveyors Act, Section 8771 of the Business & Professional Code, and Sections 732.5, 2
1492-5, 1810-5 of the streets and highway code require that survey monuments shall be - EXIS77NG U77LiTY POLE
protected and perpetuated. AlIft 5' 6UT7FR
CONSTRUCTION NOTES FOR.. CET TREES: 7RANS/T/OAt : 67.8 C mm EX/SRNG 8" CURB & GUTTER
it shall be the responsibility of the developer or others performing the 67°, n
construction work to retain a qualified registered civil engineer and/or 1. ALL STREET TREES ARE TO BE PLANTED iN ACCORDANCE WiTH CITY STANDARD PLANS. °65TO EXISTING RIGHT OF WA Y,/LOT LiNE
licenced land surveyor prior to the start of construction to locate, 6 TRANS177ON 61 5F
reference and file the necessary corner records with the county surveyors2. PR/OR TO THE COMMENCEMENT OF ANY PLANTING; AN AGRONOMIC SOILS REPORT SHALL BE "CF TO 12"CF � �° PROPOSED 8" CURB & GUTTER
office for survey contral points1monuments that exist as shown on recorded FURNISHED TO THE CITY INSPECTOR. ANY UNUSUSAL TOXICITIES OR NUT?/ENT DEFICIENCIES t''�
tract maps, parte/ maps, records of surveys and highway maps, and may be � � -��;. i PROPOSED RIGHT OF WA Y
disturbed or damaged by the proposed construction. " MA Y REOU/RE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
After the completion of the proposed construction, said monuments and/or control survey points shall 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ` `� '�(�✓ v 4 PROPOSED STREET TREE
be reset to the new surface in accordance with current professional land surveying practices Corner `►��\ Q� N
records shat/ be filed with the county surveyor for all the new monuments set. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONL Y. _ F �cp` �°t�• 4
NONE Q�oF E s s 10Nq< SUMP LOCAL .` �i cQ, W REMO VAL AREA
The following survey monuments are impacted by this project: ______ w� DEPRESSION CASE \
ky,, �`yc "B" MODIFIED
®Q �' z AC PA VEENT
DA WD WH/TE, RCE 52921, EXP. 12131,x''08 DA TE w N 0.52921 � m
Exp. 12/31/48
* STREET NAME S7REET TREE COMMON NAME MIN. GROW SIZE SPACING OUAN77TY - PCC PA MENT/CONCRETE
sq cIV I\- stip BOTANICAL NAME SPACE 5.'00,
¢ i COBBLESTONE
� of cA�-��o
s SiERRA MA DRE A VE. BRA CHYCHITON POPULNEUS BOT7ZE TREE 5 15 gal. 25 v P o
OQ � v O Ow
® C
Q -4
� -4
v Z U
v '� qua
ARROW BL VD. NORTH SOUTH
wWEST EAST R/W ROCAL tint
9TH Q Q m ST. R/W 4' R/ 60' SCALE
-10 DESCRIPTION OF CHANGE DATE APPROVED"
PROP. 6' BLOCK WALL 30' TURN AROUND 34' 0' 30'
Z)
IX PER GRAD/NG PLANS 1 ' 18' 18' 12' 04kFH, UN A
;?
AIN s METROLINK 5 25 25 9 � ,
9, 16, 1.5 6.5 5.5 6.5 1.5
11111!11�iii��,HAEAETINDEW 111111b
8TH AVE ' ---- IrR f T A A 0 SAORW ORA A N IMPRO YEVENT A U#S
R.P. --..�- ®� ------ 1 I Jill ., E
77TZE SHEET
77HST. ' .-® ®"�-� AOR
a' -- 2 S EET IMPROVEMENT PLAN & PROF/LE
V T
e u o .. w STORM DRA/N PLAN AND PROF/LE SIERRA MADRE A VENUE & MAIN S MfEr
Q
STN [, •
1 DRC
4 Q)• M [ V
005�Oft 1060
TYPICA L SECTION EXISTING TYPICAL SECTION
Vz
ro w APPROVED BY: DATES
AER
MADRE A VENUE MAIN , 4R®��sszp�°�< CITY ENGINEER RCE Na.
MODIFIED TURN A RO UNDN. T �4i4 �tC3 L` k'.5�� �'L� 2DESIGN RECO M E DED
Underground Service Alert 4TH ST. N. T.S. a� �" SB&O, INC.
NOTE: CONSTRUCT MAIN STREET TERMINUS PER CITY c� PLANNING I E I SURVEYING
c
®EFORE y w No.52921 m
°o STANDARD PLAN 113 REDUCED RAD/US TURN AROUND cr 1 035 SOUTH LIKEN AVENUE, UITE E
Call; TOLL FREE * Exp. 12/31/08 * ar.IT,�.i�Ica,c� ��73� DRAWN q
AND PER NOTES HEREON. JOiN EXISTING A T LiMi TS 1
1-800 SHOWN ON SHEET 2 '� GI V IL Q- 909-63E5-0335 S,6&01 INC. ! N
909-B35-0365 FAX
227-26aa 9�F ®�� _ ®�
OF CA�-S� CHECKED DRAWING No. �o
TWO WORKING DAYS BEFORE YOU DIG N. T.S. DA WD WHiTE, R.C.E. 52921 EXP. 12131108 SB O, INC. 211Uq
CITY OF RANCHO CUCAMONGA BU110026
II .............. ....................... ................ ........... .............. ..... ELEVATION.- 1137.855
&-T%olL.Ij 7 I ....... DESCRIPTION.- BRASS DISK IN COiVC. CURB
IOh-C 0R, -AT
STAMPED SO SURI/ M 700-34
VE L I....... SOUTHEAST CORNER OF 87H S7REET AND
I J,4427,1 V.Cj' V.C KER A VENUE, I FT. SOUTH OF
�p/ 67.t8, L=51............. ................. ................... BEGINNING
OF CURB RETURN.
............ ....... C, - --------...... ........... ..................... ................... --------...... .......................eu -(O ------ ---------60$ -=4 ............ .......... ------ --------- .........T:L -POIN led, -7t7- ................... 50,,, 96*
-------------- -— -----—----- —-----)(IST.L ...........FlAels;RFA- GE-.1-0-48 A ?VE IYA L 8;....... r [44............ �10 R VE ------------......... -0 -Cl ............--------- N )R Vj
....................... ....... ........................ ................. .......... ------.................................... .......... ------- PROFILE
.......... ------ HORZ- 1 =20'
.................. 1 =4$
VERT.
.............2*00 J*00 4*00 1 1*00 12*00
STREET C01'VSTRUCT10A( MOTES
CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 101,
TYPE R-1, W=16
CONSTRUCT 8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA S7D DWG. NO 104,
EXIST. 12' STORM -8
TYPE A2
DRAIN EASEMENT lt)(IST Jo BA S11V CONS TRUC T 3 MIN. A C PA VEMEN T 0 VER 4 MIN. A GGREGA 7F BA SE (SEE GENERA L NO TES 9 & I 0)
STORM DRAIN CA T7H, -fO
CONSTRUCT A DIFIED 10" PCC LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA
57D. DWG. NO. 105-C, W=26' (SEE SECTION A-A ON SHEET I AND RT CURB PROf-ILE
C-)
ON SHEET 2 FOR TRANSITION LENGTHS)
CONSTRUCT 6 PCC PAVEMENT (520-C-2500) WITH MEDIUM BROOM FINISH IICONSTRUCT 4 PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 10J (5" MIN.)
L4 INSTALL TYPE MARKER
W INSTALL STREET TREE PLR NOTES AND LEGEND ON SHEET I
*4 IINSTALL COBBLE STONE HARDSCAPE PER CITY OF RANCHO CUCAMONGA 57D. DWG. /VO. 542
EX. R W%4 "Mom IV 2 N ADJUST WATER VALVE TO GRADE
PROP w 8 EX culo 9 3) & GU7TER 2 8 EX. RIW SEE LCVAL DEPRESSION EX. 8 CURB D�7AIL VB" ON SHEET-I' &, ,,GU7TER_ CROWN--__UT- REMO VA L NO TES
WC A
JOIN EXIST. REMO VE EXIST A C PA VEMEN T
pA �E)VEN T 15,67!CFS N 89 24101 W 12
SEE SHEET 3 FOR REMOVE EXIST PCC SIDEWALK
S TORM DRA IN IS4WCUT AND REMOVE EXIST CURB & GUTTER
JOIN EXIST INT
59.91 4 PA'VEUENT 11+68.51 MAIN ST.
REMOVE EXIST AC BERM
H.P.N 0076"09" E 4 =69WIN ST..... ......G REMO VE EXIST TREE
PROP. R11W FT-70N OF EXIT VA CA j*4788-,,S1ERRA MADRE I VE. & 01 REMOVE EXIST STREET LIGHT REMOVE ALL PULL BOXES AND CONDUCTORS TO NEAREST
8 CURB CUL-DE-SA C PER ALLEY IA DJA CEN T L OCA TION W1 THIN SIERRA MA DRE A VE RIGH T-OF-AA Y A NO TO SCE REMO VA L PL A N.
I &SEPA 671 GUTTER RA 7F Now ammm c a PRI VA 7F WA L L REMO VED A NO RSPL A CED 8 Y 0 THERS PER A PPRO VED BUIL DING A NO SA FE TY PERMI Ts
INSP?UMENT JOIN EXIS SIDEWALK TO
........ AfAlff S, rREFF T
/ r W DRI VEWA Y
V,
EX. �?IW B 8" CURS ILEGEIVD
c B & GU7TER EX. RIW
F B 9 SEE 0LOiNL ES ION SHEET .3 DETAIL IREMO VA L A REA
ICITY
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DESCRIPTION OF CHANGE DA
APPROVED A C PA VEMEN T L A 00%0,
I T %at— h mov" atwf% '00%l 10%A IAON%'A c
k!"Au"m" A"%F� rm%AL
k;Uk,; mvNU
N N
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PA VEMEA t T STREET IMPROVEMENT PLAN MADRE A VENUE COBBLESTONE FOR NO 7F.- C,L. S TA 770NIAIG MA TCHES D WG. NO. 1471 NO 7F.- C.L. STA 770NING MA TCHES DWG. NO. 673 N,
SCALE.- I'-20' SIERRA MADRE A VENUE & MAIN SYREEr DRC 2005-01060 ROW2007-wODS41 C)
APPROVED BY: DATE:
CURVE rABLE Iff TA&F CITY ENGINEER RCE NO IF" DI BEMING -7 RA DIUS LENG177 UNG 6,2 DESIGN RECM 1 35,37'57" 50.00' 30.79 11 611"'n-16"09't 13.52 14�
to,
2 214"59'14" 25.00' 93.810 0 rn PLANNINC73, ENC-31NEERIN E;_ U RVEYINC3 SB&O.. INC.001 No.52921 m 3 26*07'07 35. 15.95 �d I C735 SOUTH MILLIKEN AVENUE. UITE E
Exp. 12/31/08 ONTARIO,CA.91761 DRAWN 4 24546'17" 25.00* 102.87' 909-635-0335 S,9&01 INC. 2 3 c_r V I 909-635-0365 FAX OF 5 30"I 1'34 35.00 18.44 CHECKED DRAWING NO.721— �O 00
c DA VID WHITL,' R.C.E. 52.921 EXP. 12 SZI&O, INC. 2170 IJ1108