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PREPARED FOR: A^ _. _ pnrstislaTlas iBnT>s
Q .,� AA quRrNTITIEs GENERAL NOTES
RILL - WILLIAMS I ooNemw 4 -A.c. OVER • eM
DEVELOPMENT CORPORATION C y► � * n. /SW STREETLt+1rA/VW_r 4- SM,a"/Tawe-. A'D1b7 treaw2E�• &TOO OF
P.O. BOX g262 e► n i CRMS/NG PE/? STORM
T O CCHSTRUCT A.C. OVERLAY PER TYPICAL SECTIONS.
V{Y•� ORMAI PLAN ln----FEATHER A.C. TO JOIN EXI8TING 15' MINIMUM). �SOO
OF
ORANGE, CA 92667 R W a ►r>,�o , ' `/ a-cONsrRLM:r culls Am GUTTER (S• C.F. v1211• GUTTER) PER CITY of 1. All work shall be done in accordance with these plans, the City of
RANCHO CUCAMONGA STANDARD PLAN NO. 383. i1DrpS LP Rancho Cucamonga Standards and the Standard Specifications for Public
BASIS OF BEARINGS: CONSTRUCT •• P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD Works Construction - current edition. Contractor shall be familiar
44 3 PLAN NO. 311. Glfs_4V SF with and shall be responsible for adherance to these Standards and
THE NORTHERLY LINE OF PARCELS.( 3
AND 2 OF PARCEL MAP NO, 6246, BEING i mW .� 1`tl ��1p 0�- PROTECT IN PLACE. Specifications.
3ZF h "kin 1bV� 7 CONSTRUCT MODIFIED BARRICADE PER CITY OF RANCHO oUt;ItMONG11 STD.
NORTH 89° 41' 41" EAST',:A3 SHOWN ON A n�D0.00 i 13.3SEP 2�' ' a V It %3 PLAN NO. %!q (CONSTRUCT IN PARKWAY AREA ONLY. SEE DETAIL ON BFEET 2. All pipelines or substructures of any kind, telephone or poser poles,
13.2�EP .0 NAi
P P
MAP FILED IN BOOK 66 PAGE 41 OF � nw Lr
•ieum shown or not shown on these
r � 3f Bl O �n!� i).
PARCEL MAPS RECORDS OF __ 92.82f~ coq h � ti N / fi1. water slaters, valves, fire hydrants etc.
.p V Q O - REMOVE PORTIONS OF EXISTING WESTERLY HEADWALL AND CHANNEL INVERT plans within the right-of-way limits or in adjacent areas where
SAN BERNARDINO COUNTY. '��E �ItE mh � AND RECONSTRUCT TO ACCOMMODATE ORAINAt1E CROSSING CONSTRUCTIQI. / Ls Improvement work is to be done shall be removed, relocated or protected�... P
(�0/'fP14C`1ED E RTI�J MorKW QG• R �,, 1 l�-- REMOVE EXISTING EUCALYPTUS TREES WITHIN PROPOSED ROADWAY SECTION. in place as required at no cost to the City of Rancho Cucamonga.
SOILS ENGINEER: ( vESHEET t� W FO/f BR!/DES) Df2�L,4f, � ' �f (SEE TREE REMOVAL PLAN FOR TREE LOCATIONS). / Li
R J". I I 10 REMOVE EXISTING A.C. OVERFLOW GRAIN - CONSTRUCT TEMPORARY OVERFLOW 3. Any contractor performing work on this project shall familiarize him-
lJ.50'S SG 1 73.0'JEP DRAIN PER DETAIL ON SHEET i , dg0 3f. self with the site and shall be solei responsible for an damage to
TRIAD FOUNDATION ENGINEERING INC. r" NPffs i l l Y P Y 8
11 --- CONSTRUCT OVERFLOW DEPRESSION IN CURB AT LOW POINT PER DETAIL existing facilities resulting directly or indirectly from his opera-
- '=/O.B';.' B.4' ' •::/8.8':' � ' 2'M/N. ON SHEET 1 B/G S.F,
rioilBox tions whether or not such facilities are
17231 EAST RAILROAD STREET ♦ ;. .,:�
IT OF INSUSTRY CA 91748 ever rAt16N / / ` �3sD' ' '='' '``' a' � shown on he p
CITY BRi K NO G4TE3 ATC TOP , ,' :;� 1 i REMOVE E Is TREET BARICADE. these plans.
(818) 964-2313 C Wi4ct OR/VEWIJY t(�t33) . :.j,� , .:;:. .'. a- X TING REOi100D HEADER AND 8 72 I.A.
Oi�ERL OY iY .t + • :J w iwrE .. :.�; 13 -
;�, ;: :'•:: .' a---ADJUST TO GRADE. S. 4. A permit shall City
be obtained from the
5 , e - L, � of Rancho Cucamonga Engineerit(g
SEE 3NEEr AMI + • . ,1 11 ED BY CONTRACTOR.
►` =c \J Department prior to any encroachment or construction within City of
BENCH MARK #48: Toll SOC. OVERLAP .�'�' - 15 CONSTRUCT 3• A.C. OVER 4• B.M. nt or
+ :%•;:: ? �- Zi��Q OF Rancho Cucamonga easement right-of-way.
„ _ __ ♦ ♦ + ♦ ',7SS3t31d''•:�• ', r:''+y.:: •� ;:: 0 CONSTRUCT A.C. OVERLAY AT DRIVEWAYS PER DETAIL ON SHEET 2. /DCO OFyELEV. - 1493.883 CHIZ '1I NIYC �t3� • f - _. . : 3b.00 &SI
INSTALL STREET LIGHT S. All grade stakes shall be set by the Contractor or Engineer. Paving
CONC. D/W S.E. CORNER STATE JOAN ' ' ` ' '
� • • • • ' ' * . * ' * + ' 3.$7 R (�/ 10TH STREET - l500 LllwEN3 EA
HWY (19th) do AMETHYST �. • • • �► ' + ' + ' +' � ' a + + + sw � � stakes shall be set at all hinge points, edge of pavement points
.� . + . + + ♦ + + • +A4' + + INTERIOR STREETS - 5800 LUMENS Z EA
JJJ"' >t• , + 4 + + . +. + * . . NO/C.OM9 I#e. within 0.01 foot of sub-grad- elevation and at not more than 50 foot
A + + + •+<J • SCOPE PROTEGT/DA/ IB --INSTALL STREET TREES intervals. Additional avid
* + ' + + • + •B PFR _474TE OF 19TH STREET - EUCALYPTUS ROBUSTA it EA P g stakes may be required by City Engineer
' ' ' ' ' ' ' ' � ' CAL/FORA//q OET�4/L as needed at warped or vertical curve areas.
UTILITIES `r+•++ : + F . ' 1+++`+ OA/6NEET 2 INTERIOR STREETS - JACARANDA ACUTIFOLLA 27 EA
ExIs Ire ORNEW4Y .01,x+ . t� CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO STD. PLAN 70. 395
47Za Sr 6.' All sewer, water, electric, gas, phone or other utility laterals,
CONTACHE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO rep ', ,', �', ,'
T�T + 1,V�, , , /./'
• • • • • - • • mains, or crossings shall be constructed prior to paving.
EXCAVATION: w�r,6ar + l�s iP.AD
7. Compaction tests of- embankment construction, trench backfill, com-
SAN BERNARDINO COUNTY FLOOD ` � FENCE + � 'k NUI�A/i�f
\ pacting original ground and all sub-grades shall be performed at no
CONTROL DISTRICT \li �'t34.� • ++�^ IIigTER Q At� •
/�/ p J cost to the City of Rancho Cucamon;a. A written report with these
825 EAST THIRD STREET \ " • • • 4W K �' Ao ILL compaction tests shall be submitte3 to the Cit Engineer for a
r EIUD wRGL �'D ` PER GRpO/NG � � �3� 4Q' p Y 8 approval
SAN BERNARDINO CA 92415 . . . . . . . . . . . . . . . . . (714) 383-1634 /0�0_ prior to the placement of base materials and/or surfacing.
++ L.gNOSC�OPEPL�ON5
C///I/NUNAr FE�UC'E Al IOP OF • " � ,
O!/ERriow C�/,ONNEL, MAft + AL ` ZT �2 G 5 8. At the completion of paving, a materials report shall be submitted to
GENERAL TELEPHONE . . . . . . . . . . . . . . . . . . . . . (800) 422-4132 PIrRSTORM ZW.11/N PLAN y� 1 1 the City Engineer. Lising all tests or determinations completed to
�2 VAI 131.8 3 verify stability oil content and Gradation of asphalt Paving
10 TEMPORARY OVERFLOW. DRAIN DETAIL``'; ; 3� I� P4• ro zc7r. •
FOR UNDERGROUND SERVICE: ,per - /„ rte. I9+
90• ` c�owvI14T 2 V,4R/f5 ` 9. Prior to installation of any Having, a materials report shall be
JQ7%to submitted to the City Engineer. Listing all tests or determinations
SOUTHERN CALIFORNIA GAS COMPANY
2191 EAST BIRCH STREET / completed to verify: sieve analysis q
BREA CA 92621 . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . (7I4) 529-2889 _ i y and sand equivalent of
. . . . . . (714) 529-7070 1 5 aggregate base.
w� fS. -AC oVENfLOW CIIWA/NEL 4•
DROOKs ^raove73 CATCH¢!S//V ib4s. 21424L'!G ,� v,, 10. Paving shall be performed in accordance with R-Valvae and Pavement tests
0,41 V. FPAME E Tpi4ffic Gti4TE �1� taken to determine• structural sections (prior- to final. plan approval)
CUCAMONGA COUNTY WATER DISTRICT 4'
Q� 111 � SAWC�/r CORNER OF BRd10KS
9641 SAN BERNARDINO ROAD �
(714) 987-2591 iJ Q J CgTCN A4S//V TO ,iCCOMoOATE T I a 8 .5 R a 3 7 11. When improvements are to be placed on native soil which consists of a
RANCHO CUCAMONGA CA 91730 . . . . . . . . . . . . . . N W'ty 4-L. /8' elPE - eZ.'!CE e-0WCRETE
•fit Iav6L SLovF AROUND OrEN//V�3 rocky material, ttls sub-grade shall be prepared by removing all 'rocks
tJ� OUTLET = which protrude above the sub-grade and all voids or depressions shall
STATE OF CALIFORNIA- NOTES f_;,5, NEW yP l� `-'� TYPICAL SECTION 19TH STREET be filled with a fine grade material of a quality better than the nativo
-of-way shall be to State vwknv l SGr� /S'/SCP ourcET STA. 12#50 T O STA. 14400 material. .
1... All work within the highway right-o y /? Def
standards. �' �Ax W.S/ �~�/'V 12. 'If the asphalt concrete is to be placed on sub-grade, a soils aterilant
'w SE.P.A. or use under A.C. and P.C.C. shall be uniform)(
N '�'Fw a•'�w"y M N STATE.' ROUTE 30
2. Structural section indicated for highway is for estimating
SEC E -E registered by the E. Y
gfi y g N (GKAJ7Es�J33>"�'SF � applied at the manufacturer's recommended rate for the full pavement
only. Actual section to be determined after grading and 4[.96 y 1_ /Ii2P ,1� �� TI a 8.5 R = 37 width prior to paving.
appropriate lab tests. A.T.I. of 8.5 should be used in the PAl�E�ffF,vy'
design of the highway section. r at,eEgC4 to�lasE
SZA/E r•�oTftriav �E,t (STATE PERMIT'. 1#E Q U 1 R E D� r' 13. Estimate of quantities is provided by the Engineer only • or the con-
venience of the developer, the contractor shall make his own dettr-
r.6s)�� SEE STATE OF- CALIFORNIA NOTES AT LEFT q g Y
3. EKmaehment permit must be obtained from Caltrans prior >«.sr �r ' 7 �- I3TilTEof GufaCtli' wination of construction quantities before submitting a bid. An
to start of work within State of California right-of-way. •Nemle I speer AM, t
,// 7 �`��fC � El 1 item of work required by these plans which is not specifically lista
1 . 1
A striping obliterated b construction shall be replaced SL4/� pWMr �� LOPE ' Y 0 0' in the estimate of quantities shall be considered as included in the
4. Any p g y �l Pea s"TA7� Ol cqL roFAC4//; � other items of work.
by the contractor in kind, to the satisfaction of the State Q; j t,� oa s-, y� �p Z o�wi k STRUCTURAL SECT 1 O N 4 " A.C.. OVER 13" A B•
Inspector. / I.0' M j0• � � t� ✓,/.161 14. Street signs per City of Rancho Cucamonga Standard !lumbers i01 and 402
S. DlcroacfimeTit permit number \ fsaoul/D io• � shall be constructed at each Intersection.
..,_a ,
TF�Vr�ORARy D✓ERF[O W O/4�//l/ �/y-/-G�a � I 1 /.7d � L y��a~r AT . . 15. City approval of plana does not relieve the developer irvm responsibility
19TH STREET SEE SHEET s. Ca4AAAec T for the correction of error and omission discovered during construction.
SECTIONJ
44' Upon request the required plan revisions shall be promptly submitted to
WESI 0' SLOPE E'LY 0.10' 33� the City Engineer for approval.
sra�� set la�tc G s s'
Air
A A w w 27• 32� ' 16. Work site and exterior streets shall be in a neat, clean, hazard free,
SECTIOND R/ I 24• orderly state, throughout construction. Site shall be cleaned upon
3 j IOWA �R/£�PS% request of the inspector.
4 \ Te
s
/40
`.- /.?vTEGTiON fsT1frEOf C4.� h E�'3 PE P1.4 /� �� � ^ YAR( 'S .
T 12 (SEE SHEET 2) a 911I '1'v�l N PRirATE EI5 (MEWS iWICE Ts CONTRACTORS
S
HEET 3 ail. o o. •• /+ ���
N GALA AVENUE s fE H O ��OW�y�N c � I •; CONTRACTOR AGREES THAT NE SHALL ASSUME SOLE AND COMPLETE RESPOINS I S i L ITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
I TeeET swog4•f ae4/U Tia 8 . 5 R. a INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
♦' �O > (� '-''e z APPLY CONTINUOUSLY AMC NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
O L�► 4 SE?"770N O�0" �Off:SSI0N4 THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD YNE OWNER AND THE ENGINEER
TYPICAL S E C TIO N 1 9 T H S T R E E T �Q�O Q��IIIP (� 1F1, THE PERFORMMANCESS FROM ENOF WOAND
RKALL
ONLIABILITY,
PROJECT, EXCEPTINGALLEGED,
FORILIABiILITYION WITH
ARISING
f \ Q Dior To rciGFA, Ci �� Ci FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND
1 a /4 1 ' pct AVE V STA. 1 4+0 O TO STA. 19+953 � �n APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHORN ON
S iL 1t 7C THESE PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE
V No-C Y8022 CONTRACTOR SMALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO
r 10 SiTE MON'r VISTs 45T, , * * VERIFY EXACT LOCATION OF SAID UTILITIES. TO THE BEST Of OUR KNOWLEDGE,
THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN
•3 /O.$� /e+� /3.a ClVI%• � ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTH-VARY
Z4 RGP�R '! MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
SO.rt/lA+ao. A&MOF UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
ASEuNa AVENU
I R/W
1
VICINITY MAP (ZylSII To es, t) a�4 I 60'
19 1 s S�4eA Of w��f /tea O'd 30' -30'
1s - T
1S �- �-- AIFo/�M JAM towline Glt• Fc_ - /2� �B� ,C5'� DESCRIPTION OF REVISION GATE �ITY
:0 1 s Tom v,= 0,67 O.Z4 (No �/P) /,/5 ' S5' 5.5' A RovEo
`�="-a S5' ' mss' G5' ss' CITY OF RANCHO CUCAMONGA
T o it �� ,
2 /0 CAPae �w�y f,o�► �
21 a"r�•l:.t' ,wt5: seei5/t. ovlrtFcoar� o.1s3'foa " PT' STREET IMPROVEMENT PLANS
eE>'.ii,& Foe 0I ✓/ v
SM. �� 'HAMILTON STREE a ,�.vo f.�•.rHEe a�AoE,r f'4 rr "� ��%'�
SECT/Oil/ C -C 0.44
ro re te' (SET Oe 4/c /o m"R LEFT p
u ,VCT q y TRACT 13066
12 OVERFLOW DEPRESSION IN CURB' 5 GALA AVE IVE 4 CAS-T.e�4iv5 �Ee rT IVO, 08"8S���"Og70
SO ^A/ 1 1 4 HAM/LTOM AVENUE 1
5 S e APPROVED By GATE
,vn /o/o-O 23 25 26 T 1 5 . 0 R 3 7
CITY ENGINEER R.C.E.NO.23889
_' �
Construction contractor agrees that in accordance with generally accepted construction TYP/C�1 L 7-/L7- SECT/O/V 60 R/W DESIGN R C O M M E N D ED
mor TO SCdLE b s. ff••���
practices,construction contractor will be required to assume sole and complete responsibility for R. G. CIVIL ENO"
job site conditions during the course of construction of the project,including safety of all persons *. m _ LAND SURVEYING
and property; that this requirement shall be made to apply continuous) and not be limited to STRUCTURAL. SECTION 3 AC OVER 4 1 /Z A B � LAND PLANNING
p P Y: q y DRAW SHEET
normal working hours,and construction contractor further agrees to defend,indemnify and hold �, S� s, K w LAP N CA y 9.7"0 471.)1.!-as19i
INDEX MAP • design professional harmless from any and all liability, real or alleged, in connection with the 1 OF 3
29022
performance of work on this project,excepting liability arising from the sole negligence of design CHECKED .0 E."O.
DRAWING$ ALE: 1 " z $0' professional.
R. G. DATE •�- �-8G FILE NO. /D/O NO.
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