HomeMy WebLinkAbout992 GENERAL NOTES BENCH MARK :
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GOl`!5?7 CIPON NOT'E5 M9 5�aT 77?EF
BENCH MARK N0. 2-B:
1. All work shall be done in accordance with these plans, the City of / m.4. amar-T TR,C85 .4Ae 70 .5sf mir-ffO /N ^=oxo^AI co w/ro C/rr er,+A,t +xo Go/.
Rancho Cucamonga Standards and the Standard Specifications for Public 2 R,44- SrD GCkC, CONC. NAIL W/C.S. TAG 2' S. OF
ST7C,E,ET 77C,C,E6 Sffl'E,LL ,d,G� STi'kK�D ItND l'2,�tNT�D ftCGOR•p//Vrs TO C/TJ'
Works Construction - current edition. Contractor shall be familiar S. END OF S.E. CURB RETURN.
with and shall be responsible for adherance to these Standards and 50hc- ISERT/4,1z1NC ^m CD/VD/TomAm Sy,1,G,G ,se /N stccomawoc,6 V/77-/- %%UC770" 2/2-/.t 4r' jr;Vff 33 ' E. CENTERLINE OF BAKER AVE.
Specifications. ICY �✓ � � le 9T71A1Z7 fRD -S'7 rC/f/C7tT/OARS tbR /-t&5/,/C VO/"S C0AIS7-AUCT10A1- TY/ O / 0/eC.,J,^111C SCV/, 53' S. CENTERLINE OF EIGHTH
STREET. SEC. 16, T. 1 S . , R. 7
-85 [ASeO 'N/T{H r{/,E 1"770 OP 1 /'7�T/' T O/CG t"IC rtM,B/VOM+fNTs 7-0 3 Pf t M-Ts /�TivQ �/rL • W. , S. B.M. E LE V. 1137. 735
2. All pipelines or substructures of arty kind, telephone or power poles, .4,44ANN,FiNOM,CN7rv- v",6 70 AW 7?VOR000r5�,LY M/X00 ^t/0/T_ 7b
water meters, valves, fire hydrants, etc. showy or not shown on these
plans within the right-of-way limits or in adjacent areas where /2� 02 14 9' )0-,0A7141Z,,1Try0N Of OTR,-OT 77"e" �WMI.4 -MO ,-- 7WAT "'t21+Vw10N,"7/0AA3 q- ifi✓ ^G,1K0/WM/C
improvement work is to be done shall be removed, relocated or protected
in place as required at no cost to the City of Rancho Cucamonga. SO/,(,5 R0F0RT r7l/r/v/5h',60 Tb THS C171"' 1ACSpC70A•
' r \ J6 /UC) 's1rx'6,�T r/GE,C `SHA,(.,L ae 1-'K-1♦/VMD �✓t4-_Riff 7AW C�tfJ 7WX Cr 7MC 77TWR /,s C-60SAVT, -HW
3. Any contractor performing work on this project shall familiarize him- /r /2 �� 7 h rgX5,E -W.57 �sJ 70 77W IrICA OfCV/T,01C ,01 U/V/_, ff5 07-r'f�R�v�se NOT,cD.
self with the site and shall be solely responsible for any damage to (G IV ''j�o'
existing facilities resulting directly or indirectly from his opera- � ywF••0 ryV) 6 ^)G4. 5T14e)F)6T TR,e',e rt/« SUC�rOZ7 70 1A1SrArC-_T10,V ,bud ,4=0it'7;'4NC,6 ,d)- 7Mff G/7y ,a-IG/NOO"
tions, whether or not such facilities are shown on these plans. 4 �•
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering -T- - LEL__ L/
Department prior to any encroachment or construction within City of I L --- - _ •// To I/4r►
=-- ------- -
Rancho Cucamonga easement or right-of-way.
S. All grade stakes shall be set by the Contractor or Engineer. Paving //K)"47IV
stakes shall be set at all hinge points, edge of pavement points 6
within 0.01 foot of sub-grade elevation and at not more than 50 foot ffrtD,SR C .1b/N /
intervals. Additional paving stakes may be required by City Engineer CT
as needed at warped or vertical curve areas.
6. All sewer, water, electric, gas, phone or other utility laterals, TYPICAL SECTION
mains, or crossings shall be constructed prior to paving. ARROW R O U T E
7. Compaction tests of embankment construction, trench backfill, cc"-* �/VO4LE�
pacti! g original ground and all sub-grades. shall be performed at no
cost to the City of Rancho Cucamonga. A written report with these 7-1. s C- 0 114Z - V
compaction tests shall be submitted to the City Engineer for approval
prior to the placement of base materials and/or surfacing.
8. At the completion of paving, a materials report shall be submitted to CONSTRUCTION NOTES & QUANTITY ESTIMATE
the City Engineer. Lising all tests or determinations completed to
verify stability oil content and Gradation of asphalt Paving O— CONST 8" CURB 6 24" GUTTER VER CITY STD DWG. NO. 303
9. Prior to installaticn of any Paving, a materials report shall be CONST 5 ' MEANDERING P. C. C. SIDEWALK 4" THICK M' K C/77' STD. D%,&. 90l: 2, Og1 $.F
submitted to the City Engineer. Listing all tests or determinations
completed to verify: + sieve analysis and sand equivalent of go,
3b � CONST SIDEWALK RAMP PER CITY STD DWG NO. 311 1 3/O Q EA.aggregate base.
r
10. Paving shall be performed in accordance with R-Value and Pavement tests , ®-- S AWCUT 6 REMOVE EXIST A.C. DIRE
3/0 L.F
/2
taken to determine structural sections (prior to final lan
P P approval) /8 � �-- CONST. SPANDREL CROSS GUTTER PER CITY STD DWG. NO. 308 Bro7 $.F.
. I
11. When improvements are to be placed on native soil which consists of a v
o•s 4' Oti0 4' • o•s' Go--CON.5r A.G. / " 4.0. 6, X87 S.F.
rocky material, the sub-grade shall be prepared by removing all rocks Y4r�,.,T
which protrude above the sub-grade and all voids or depressions shall �� Ll�'J,rLEVL`L /KE / rid,► �1`r �— CONST. 8" A. C. DIKE PER DETAIL ON SHEET NO. 1
be filled with a fine grade material of a quality better than the nativo �— SAWCUT S REMOVE EXIST A.C. PAVEMENT 5
material.
a-- CONST. A.C. OVERLAY VAICt14)5LE rHJC, WE,05 (0/0"MIN. Jr'� S�
12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant / I L SECTION rim
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly IX �0 -- CONST. 4' P.C.C. SIDEWALK 4" THICK P4K C47- 5727. ,OW. aro. ! $fig
applied at the manufacturer's recommended rate for the full pavement I)W N R E
width prior to paving. n CONS �� G / 4" !9, .9¢6
(nro /�---
13. Estimate of quantities is provided by the Engineer only for the con-
venience of the developer, the contractor shall make his own deter- 77- 1. s 5 0 INSTALL STREET LIGHTS (5L5 00 L, /�/f' v ) BY SGj P�"1/lJ f�00/�,D/AhtJO ,brD,�V,C,GOP,�J'C. ¢ �>4
■ination of construction quantities before submitting a bid. Any '` �-- INSTALL STOP SIGN twrx G/ry 3Tp ,Pwo. NO. 402
Item of work required by these plans which is not specifically listed
in the estimate of quantities shall be considered as included in the �--- INSTALL STEEL GUIDE MARKERS TYPE "L" PER CITY STD DWG NO. 403
other items of work.
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 ar-d 402 5�— GON�T. P.G.G. PxlvF -A?rwActl ?-/e G/rr arp Pore; N0. 305 (W a/r/ ) (X -59 3/758 5
shall be constructed at each intersection.
lN5Ti4LL 5TiQEEr L/6ff T-9 (°J500 L, N•r S.(/ )�'�'sct5 PA/d rcA f cOQRa/AHrTW EA.
15. City approval of plans does not relieve the developer from respo-sibility @ --IN05414 ✓`rgFEr NAME 016N E'ER G/rr sm PwG. I'vo 40/ 402 / EA
for the correction error and omission discovered during construction.
Upon request the required plan revisions shall be promptly submitted to �--GO/WST. 4F1/.7E1VALK ,:i41R IOAIV5 10EX ClT-r V7-p/?1N* NO 404 14 1-.r
the City Engineer for approval. /� lot,^vr PAIIWWAr r?qFg5 C4NsT. NOTr POR srRomr m,lei s oemocN .5 E>�.
16. Work site and exterior streets shall be in a -eat, clean, hazard free,
orderly state , throughout construction. Site shall be cleaned upon
request of the inspector.
�17, Contact all Utility Companies as required, S VortPVMG aty% toot/aR ra ATc#"=.
Provided for your convenience are the toiicwing: �+►
A. San Gabriel Valley Municipal Water District
Mr. Bob Stallings (213) 969-2718
for Base Line Road construction
B. General Telephone (800) 422-4132
A4 r ER 8"
for underground service
C. Southern California Gas Company (714) 529-2889 8" Qp�LpFESS11A
2191 E. Birch Street
(714) 529-7070
Brea, CA 92621
D. Cucamga County Water District (714) 987-2591
9641 Sar.. Bernardino Road
on -'ExF 14
m
-1a
Rancho Cucamonga, CA 91730 /� -
OF C
E. Metropolitan Wacer District (714) 593-7474 A. C. DIKE DETAIL fl'fI/ A
P.O. Box 54iJ3 OF CA
Los Angeles, CA 90054
F. Pacific Telep'none Company (714) 999-5639
DESCRIPTION of REVISION
• ()ATE �PPROVE
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR K
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTOR t Q CITY of RANCHO CUCAMONGAILITIES
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF �'tr't!'�W
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE ' lu �9TRACT N 12969
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES
NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . r
TITLE SHEET
lu
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR � h V APPROVED 8Y DATE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY N/NrN 4ff77tcffT CITY ENGINEER RCE-No 2 397
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- 2 DESIGN MADOI CIATES, INC. RE COMM NDED
OF SAN BER TY
JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- 190 ,ICE -
MENT SHALL APPLY CONTINUOUSLY AND NGT BE LIMITED TO NORMAL WORKING CONTRACTOR SHALL VER ALL ������ CONSULTING ENO O COUNTY
TY
NG
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONDITIONS AND DIMENSIONSDRgyyN ANO LAND PLANNING S _EE T
AND SHALL REPORT ALL DIS-
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL 545N.Mountain Ave.,Suits 105
R, .M. ��
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CREPANCIES TO THE ENGINEER �i�-2�UPLAND CALIFORNIA91786►4�1 OF_JA_PHONt'_(li4)
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PRIOR TO THE COMMENCEMENT %¢ AW1N— \
OF THE OWNER OR THE ENGINEER. OF WORK. KEY- MAP CMEC KE D RCE. No CITY GATE 0 s' FI L E No�� �O• ���
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T BENCH MARK
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BENCH MARK NO. 2-B:
_ — - CONC. NAIL W/C.S. TAG 2' S. OF
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_ S. END OF S.E. CURB RETURN.
,
- - - - 00, i 33 ' E. CENTERLINE OF BAKER AVE.
• 53' S. CENTERLINE OF EIGHTH
STREET. SEC. 16, T. 1 S. , R. 7
fizW. S . B.M. ELEV. 1137. 735
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VERT. I =4 i f 1 ,
ff' o, CONSTRUCTION NOTES
AnALE �� :QO' /�-- CONST 8" CURB & 24" GUTTER PER CITY STD DWG. NO. 303
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4 � O � �-- CONST 5 ' MEANDERING P.C.C. SIDEWALK 4" THICK
�'�. Z` CONST SIDEWALK RAMP PER CITY STD DWG N0. 311
SAWCLTT i REMOVE EXIST A.C. DIKE
l9 lV h `i,
CONST. SPANDREL rk CROSS GUTTER PER CITY STD DWG. NO. 308
o--- CONST. 8 A.C. DIKE PER DETAIL ON SHEET NO. 1
l�
SAWCUT i REMOVE EXIST A.C. PAVEMENT
J axJ3r Rccrr c��a w — xi5r R _ R w� + 9�---G0NV r 1�,+1�/f ME rf//GKNEa� A.C. OVERLAY (0. 10 ,ffllm)
10, J a, MAY W r @—INSTALL STREET LIGHTS (58001L, HPSI/)
R R O� - t ` �. ��¢ OE Ih�'TALL STEEL GUIDE MARKER TYPE " R '^Y q
15r. 2�K ��• `0� �'— S T E L PER CI STD
o---M/VgT- PG. G. A7XIVE APPROACH PER 017Y STx7.,VG. M ww-05 (1'V t J6'� (X-5
an?r. cw a wrrmc �j. 6 D� 6 t p rrr ey � 6(�—IN&rALL 5T1eEr_T 1,16HrO (9,5017 L, Hr.V Y)
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—� 0 .G. �(}7 —IN3r,4LL 0TREFr NAME 3/6N die 0/Tr ST,b ,Pl�f/G. 1V0. 40/ � 402
11 B G 7 /3 J8 Conks/: sio,CDl /_K 41AAivC.iDe P � G/7'y SM OVO. NO- if r.
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DESCRIPTI ON of REVISION
•l � '< �� � � M' /a' !�'II J?' �,j !l� �� �tQ � \ � � DATE APPROVE
a i O CITY of RANCHO CUCAMONG
W, jwW PLAN AND PROFILE
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LO�..�97iON BoTANiG NAME COMMON N^Mf dtU/�NT7T/E5
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N- ,�E�Tr4 R L T g sco,����tc.K 1-'f' r�UT IS c0hC)6P7-UA1_ WI Y. ,tr�ROvt,4 o� rHO rINAI- fES CGTY ENGINEER RCE.No 22397
16011'49" 40-00' 12.70' Co.41.' eE SHEE r 5 \909 I-N �-AYOUT sr�r/.,� 05 MADS /N rtf,6 �i��c.o AA(O AOJUS74D QRD SIGN
/AA 89°59` 08" 35.A0' 54.97' ,94.99' �i. its N,eCOs-")"Kr To M,c,E r-/j61.D cnA01 �vs its A)"Aov,D A5Y 77/0 ��� ��LTON q� DESIGN MADOLE OCIATES, INC. RE COMM N ED
C 90 00 52 35.Gb 54. 99 35.0/ Z /t/e�c•/c o✓ort/<s /n�cst1,Ec T T �, 5 �s OF SAN BERNARDINO COUNTY
7UM, At%O )-M0,70cT P�L�1/V/V,6i"Z /'1/'C/OPC 7-0 y r D = CONSULTING CIVIL ENGINEERING
w N0. 14814 m DRAWN AND LAND PLANNING SHEET
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� �� � 545 N. Mountain Ave.,Suite loF
4C * X.A.M. UPLAND CALIFORNIA 91786 2 OF-�
CA C1V1\ p PHONE'(714) 94Z-2949
CAI
CAUE� HECKED RCE No �'¢ DRAWIN NO.
G/T1' DATE I' Bd FILE No�' 9�
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N.
f i - - t CONC. NAIL W/C.S. TAG 2 S. OF
j - _ = i _ S. END OF S.E. CURB RETURN.
33' E. CENTERLINE OF BAKER AVE.'
TV -
! 53' S. CENTERLINE OF EIGHTH
O 4- STREET. SEC. 16, T. 1 S. , R. 7
i + t } X 3 8 0 W 5 w. , S.B.M. ELEV. 1137. 735
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'� '►- ►I . ATE APPROVE
W e �/ /4 'W 0
CITY of RANCHO CUCAMONGA
CONSTRUCTION NOTES arvrN srgrer rRE� -��sN� PLAN AND PROFILE
�-- CONST 8" CURB & 24" GUTTER PER CITY STD DWG. No. 303 [oc�cTiow DoTi�Nic EDWIN STREET
x L/4t!/OAMdAR Sn'R•A tir�b^ SMELT G[/M 41-
CONST.
j.CONST. 4' P.C.C. SIDEWALK 4" THICK 662' N/0 NINTH ST. TO ARROW ROUTE
�— CON9r. J" A.G. l 4" A9,
� TRACT110. 12969
INSTALL STREET LIGHTS (
2969
( APPROVED BY DATE � 1
�-- INSTALL STREET LIGHTS S,�I�Q L� HP5.1!)
�— INSTALL STOP SIGN rEn G/rr jr7o pwo. No. 402 CITY ENGINEER RCE.No 2-2-597
1145 0A0H .1 G/ emo o NO i -v9 X '9' ��c �TONE` DESIGN MAD DASSOCIATES, INC. RECOMM N ED
GONST C'GG. �R r4rPl� �R T7 .'105 �45 +(!� P.L_ OF SAN BERNARDINO COUNTY ix A6
/�—r f-,4/VT �4RX` 54Y MtOaS rAA C/Tr 157x'3., 1'f A C/TY �STBL ONS. �A. 'y CONSULTING CIVIL ENGINEERING
N0 X4,8 rrl D��,y^J AND LAND PLANNING • SHEET
Exp. / 545 N.Mountain Ave.,Sults ios
R•A.A4 UPLAND CALIFORNIA 91788 _ OF '
PHONE(714 946-2949
4 OF CAUFa HECKED RCE. No %¢� DRAWIN No.
G/TY DATE Z-47-96-- FILE No 2