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IMPROVEMENTS INSTALLED NOVEMBER 1972
Wc:�tT'71EQ 49OULEVARD
WHI77-15)2, CALIXOQN/A -90603
Ph. (z/3) 6.91-0153e
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File No 157650 96-67, l'Or 60,Vs/nlcltoll SCA L E /I ?c' a�*t_' __
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Desi AP 04Z-) 0HPAQ 7-Me /\/-/P- Ak"CH154Z.0 AVENUE ZOA D A10,
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FPOM BA55 LIN,5 POAD TO .4
rhecked 8q A657.-,R74D PC//-,/7- 475 -FEET AIOQT/-� 7-3 - 72
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�C_ 33
-33, CONSTRUCTION NOTES
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lA 19 rH -3 7Ri!F_= 7- 10 CONSTRUCT A.G. PAVEMENT PER TYPICAL SECTION.
CONSTRUCT 811 P.C.C. CURB AND GUTTER PER STD. 302.
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Ell REMOVE EXISTING A.G. DIKE.
CONSTRUCT P.C.C. SIDEWALK PER STD. 309.
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!R GENERAL NO'ES
I ALL WORK SHALL BE DONE IN ACCORDANCE WITH TIltSL PLAN9, [Or rITY OF RAW.HO CNrAMO0JGATAN1lAPDS, A!:�' HIT SIANDAM) COMPArTION [ESTS or EM8ANKKJET CONSTRIJCTION, TRZNGII BAERFILL, CnMPACTINU ORIGIIIAL,fRINUP, AN", ALI BE PFR-
0 rECVo%A. A WRITTEN AEPOPI WITH THESE COPPACTIOU TV
Sl'i SMALL BE SLISMITTED Tfi THE
_EE FOR14ED AT 0 CrST In THE CITY or RANCH
A ETI H v1ST- 8 STR T Too PUBLIC WORKS MiSIRlICTION 1979 EDITION. rONTRACTOR �HALL BE FAMILIAR WITH AND SHALL IF RISPONIMBLE FOR ADHERENCE TO 11 CITY ENGINEER MAE APPRO*.AL, PRIO 13 PLACtMENT OF BASE MATERIALS A,,,/OR RIRFACING.
TANUAADS AND SPECIFICATIONS. � %OT 12. AT COMPLETION OF PAVING, A MATERIALS REPORT SHALL or SUBMITTED TO THE CITY RGlN1[11 LISTING At L M54 OR PIELM11NATIVIS
2. 41. PIPELINES OR SUBSTRUCTURES OF ANY AIND AND TELEPHONE OR MWER POLLS, WATER 11110, VALVES, HYDRAVS, [If,., SHOWN r1P '014FLE-ED TO VERIFY:
SHOWN ON THESE PLANS WITHIN THE LIMI_,S OR IN ADJACENT AREAS WHERE IMPROVEMENT WDA IS TO BF Polk, SHALL BE BE M(IVEP OR RILocATE11 I-,A'I]E, STEVE AHALYS'_S AND SAND �QUIVALENT Or AGGREGATE BASIS.
AS REOLEVED AT NO COST TO Till CITY Or RNKHO CUCAMONGA.
STAP" ITY, nV, CONTENT AlID STEVE fil ASPHALT
3. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN fAINNECIII'l WEER aWFE1 Art WAAM 111it MATERIAL, Till SUPGRM1 SiIALL Or PREPARED R! REMOVING
'NSTALLATIONS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACIOR AT Ili[ COMPLETION Of PAVERS AND SHALL BE Af,collrLISHED Ili 13� WHEN ASPHALT MXRIT IS PEALE) 01 NATIVE fOII MILD WNSISI� Of A Hot"
Al I �IOCKS N141CII PROTRUDE ABOVE THE SUEGR'�Dl AND RL VOIDS OR DE�RrSSICNS SHALL BE f ILLEP WITH A FINE RAPID MATERIAL OF A
COMPLIANCE WITH APPURTENANT ORDINANCES AND STINDARDS. TENOCIIOu WILL m REQ111PE11 IN AC(TIMPN(E Willi 1,11Y OF QUALITY BETTER THAN THE NAT"F. PIATER'AL.
4. WHEN CURB DFPROSIV�q ARE PROVIDED FOR DRIVEWAYS, COAPLETF NIVEWAY rONS 14. AT THE COMPLETION OF BOUGIE GRADING, A MARRIALi REPORT AND TH- PP.[PnSD SiRUCTUR,4 SECTION S"ALI �t SL14ITTIO BY It;( ITIACT
RANCHO CUCAMONPA SID. MG. 1/ 305 AND EltLATET. SP[PIrICATIMS. JR Ally EIMNIER TO Ili[ CITY EUGLZAT YOR REVIE14 AND EVALUATIG% APPROVAL WIIL 01 GIVEN WRiN ALL STRUrT01A, �FCTION RIOUIRERNIS
5. ANy CONTRACTOR PERFORMING WORK 01 THIS PROJECT SHALL FAMPlenIZE H1pSt,F Willi THE �ITL AtIrl SUM Of SOCLLY HISPINAIV It
DAMAGE TO EXISTIO FACILITIES RESULTING DIRECTLY OR MOIRE' I-RO14 HIS OPERATIONS, WHETHER On NOT SERA FAt-ILITIES ARE SI1WN HAVE BEEN MET.
1j. C(AMACTO11 SHALL NOTIFY THE NTY Or AA1010 0CRONGA AL LEAST TWO WORKING DAYS PRIOR 10 CoMMOCIEWN] OF WORK AT TrItHloNt
ESTIMATE ve.2ir OUMM77TIES
DESCRIP770N
OLIAlff17Y
AN17-
-REMARKS
I A . 0 . PA VENIE NT ("Jel. ---A;-'--
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2
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S. F.
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12
L. F.
4
Bil P.C.C� CURB & GUTTER
243
L. F.
PER STD. 309
5
P.G.C. SIDEWALK
6
MISC. REHOVALqA GRADING
LUMPSUM
L.S.
I
ON PIESE PLANS, 714) 939-1851.
6. SHADING ON STREET PLANS %OICAVES A.C. PAVEMENT TO BE 14�111LIFO. ER rIETA THE FEE�" NSIBE',ITY FOR THE raprECTIM OF ERROR AND O'flfSi�
7. A PERMIT WILL BE REQU13ED FROM I1W PITY OF RAgrilo rECA14,04GA ENCINLEREr, MPARTNFNI PRIOR In ANY OR LON"TRIKTIM 16. CITY APPPOVft OF PIANR DOES NOT BELIEVE III[ bF'.1LOP _o
DISCONLRED DURING CONSTRUCIFIN- UPOP k[Qb3T fill pEqUIEID tl'�t. REVISIONS SHALL BE PRJ:'PTt1 SUBMITTED 10 THE fIT*, rt:GI'A'R
WITHIN' THE CTTY Or 1ANCH0 CUCAMOI�GA EASMM19 DR RIGHTS-0144Y. TER APPROVAL.
8. CITY APPRO!4AL DOES NOT 11CLULIE ESTIMAIE OF %ANTITIFS, 17. ESTIMATE D.' QUANTITIES IS PEMVIO11) BY THE rNUINrER ONLY rOR THE CONVINIENCE fit THE %VtLUrtR, Ilit MHPA"TOR SHALI PAKF
9. AnE7UATE STAKES SMALL FX SET UY THE ENGINEER IQ ENABLE ',,I[ CONTPM10r. 10 CONSIENg, TH[ 4ORK 71 Ili[ PL01 GIRAIX7.
POP ST&I"LS SHALL ITS OWN DiTtlig INA [loll Or Co��SlijUCIJON QEANTIT:IS BEFORE SUBMITTINA A HIP, ANY 1114 fir WORK RIUMIM11 BY 111,R PLANS WHICH 19
10; SbEl-GRAOt STAKES, DRIVEN TO Ilir PAVEMENT SUB -GRADE ERVAT)ON, SIAL Or SET BY THE CONTOM:Th? DO ING1111R. 01 SPECIFICALLY LISTED IN THE FZ"TIIMATr OF OIJAITITIES SMALL Pr rElOSIDERED AS Iljtjil�i[[l Ili 1.1, PIPER ITEMS Of i11111K.
Or SET AT ALL HINGE, EDGE BE PAVEME117 AID CROWN POINTS WITHIN 0,01 FOOT OF SUB-b-MI)l rLtVA1JO!l AND AT NOT MUNI 111A ',I TO HOT nt. A �,IILS STUtIRAlT RIGIf-IrRIE11 Ry THE f-P-A. 1011 list 114401 P'.C. ANP
INTEPlIALS6 ADDITIONAL &[AKES MAY Or INTUIT) AT WARPED OR VFRTICAt cURVE AREAS. 1110-GRADE SA.Mt'. SHALL HE Ili FIVE -T'R OR TO 19. IF THE ASPHALT CON�RET( 19 TO 81 PLACED ON SUB-GRA
PAVING TO PERMIT SPOT ClIETIC(NG OF 81113-GRADE BY INSPECTION PERSONV.L. F.C.C. SHALL BE UNIFORRU.' APPLIED AT THE MANUFACTURIP'� AFCWJl![NV1JE RAPr FOR FUE FULL PAVEMENT W111111 PRIOR 10 PAVIPR..
SPECIAL NOTE FROm PRIVATE FNG31NEER TO CONTRACTOR
Contractor agrees that he shall assumc sole and cemplete respons;bility for job site
conditions during the course of construction of this Project, including safety of all persons
and property; that this requirement shall apply continuously and nor be limited to normal
working hours; and that the Contractor shall defend, indemnify and hold the Owner and
the Engineer harmless from any and 7.11 liability, real or allegeri. in connection with the
pc�rformance of work on this Proiect, exceptirg for liability aris ng from the sole negli-
gence of the Owner or the Engineer.
MARK I DATE DESCRIPTIO14 I REVISED BY I APPROVED BY
REVISIONS
CITY OF RANCHO CUCAMONGA
1MR1edv'!5-1W&x-1T
RARnEL IYA10 A/6. 4837
A Af C rq YSr srReer
e 0,q I Al. IvIOX17-6�' WS 7A 7-0
-Vf)c9.&4' 14 0,-- 1W01_1r,5_ VI-37-A
APPROVED BY:
k�
/1151TY ENGINEER DATt R.E. MU. 23889
DESIGN RECOMMENDED BY-.
ASSOCIATED ENGINEERS I
NORR)s 316 EAST "E" STREET
DRMN ONTARIO, CALIFORNIA SHUT
R19w_�R YUkon 6-510116 —/— OF—
CHEOKED R, C. E2_%�O, a 3 6 14 DMG.NQ
E Na 389
L �-r- 4 �A- DATE!�b
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REDUCED PLANS
0 1 1 P_ 5
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�-3 INCHES r-N ORIC0,,_ PLAN-1
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1080 S - -XIS7.- C71ROU140 AT it PIRO,-IL-5
PROFILE SCALES.
1'!- 20' HORFZ
1**= 4'VERT.
HYSSOP DRIVE
4 1 7 48 49 50. GENERAL NOTES
PLAN SCALE 1. All work shall be done in accordance with thi� plan and the Standards
P= 20' and Specifications of the City of Rancho Cucamonga.
r/
rJ 2. Al', pipe lines or substructures of any kind shown or not shown on this
LLI development or in adjacpnt areap where
IZ plan within the limits of th; e- shall be removed or relocated as required
improvement work is to be dcri
1- will be the owners
W
W 6. at no expense to the City ot Rancho Cucamonga.
7esponsibility to notify all agencies concerned.
M
C0
6) A permit will be required from the City of Rancho Cucc:monga prior tf,
14 any encroachment of onstruction within the Easement or Riglhr of Way.
Ru
'.16,CF F- 4. Adequate stakes shall be set by the Engineer to enable the Contractor
Ales� X/A/ 65(
to construct the work to plan grades.
R 7' ('7yl' '�
�xl Plctin'7
struct;c
t con, trorch !�acl<fill, ccrr-,
loin Compacti;�r tczti3 kanl�n.en
or
911 Rc.c. curb raattcr Per City Std N10. aO2 Q- original FrOun,,J dnl all sub�rade�, �--hall be r.erformed at no co�;t i') t;lt�
k �'itv of Rancho Cucamonga. A written repor, shal be subirdtte-' to lh-�
M cit,7 Engineer for approval prior tc pIaceTen, cl b,-sc cr rx,,ir.p mate-ria 1
ted
Con'61. A.C. Aa"'�y At the c-,�,rpietion Of pavir-, a MaTeriair, reprrt shall -c
cu 11) ) - I
_IA611711 Bar. --i4w'atlr ro / Citv TlClnter listinF all test-� ox Ietormind�'Ons
--1;=a01e Per
/./C;. 40* DRIVE (A) R-I;al�iesieve drialy gre ato 'L e
HYSSOP sis, anJ sanJ �,quivalent of ag ;-
(T�) ��tabilltv-, oil content a�il' -,Iev-� o" asphalt'�qur*u2ing
C'Itv ar Or
pr,-,va! nf theFe plans ne, r�lievo t1w:
ely itv for, the corr�?znon of ail cmi-lor, '-. -�7 �'Verc-' �.iurMl�' COT-
cn
'e 7 f,--et frcr al!
clearanc
C,.:�mtruct4on ar-a =7- -,,:atr,rr I jo,, �c a, -T�
l=Ur4V"`-'-= IRA41-
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e . ...... 89P 6F ...... DRI;,-cwAy .4ppRoAc4
5T.
3---1719 5F.—UO3 Toms) A4 PAVvAIC7 CITY OF RANCHO CUCAMONGA
A Itn PLAN AND PROFILE
5 ... ..... EA ...... BARRJ,:ADF- OF
6. CAR77-1WOR-K 091
0 0
4 . ...... 330 LF-.-E"x 4" R--Dwow 11F
L 5 01 01"
P0
1. 9 VORPY
HYSSOP DRIVE
IAISMLL 9"fd" RF-D)VOOD), . .. ..
0&�b & L
1— sr,4rE
o 15, ra-AR-4000 A.c. Bose
2 ND -;' r'4 C�
,),Io I rypa rc. -,qR - 4000 Ar- slurfoce
Contractor agrees thatlic s I halt assume. and complete responsibility for job TYPIC81- SECT1QN-HY-SSQP DRIVE
site conditions during the course of construction of this Project, including safety of,all STA. 46+79.70 TO STA. 50+09.63
per�ons and property; that this requirementshall apply continuously and not b-- fim�
ited to normal %vorldng hours; and that the Contractor shall defend, indemnify and
lio,'.d the 0tvnerand the Engineer harmless from any andall liability, real of all ' d, E
ege
in connection x6th the performance of Nvork- on this Project, excepting for liability 0
arisivog from the -kole negligence,of the O%vner or the Engineer.
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