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2" Mortar Cap 4 U LTi M AT LIMIT OF IMPROVEMENT 91
)R _JrN q-CHAU LTI M AT
GENERAL NOTES. LEGEND WEST R/W ( 21 C3 fit 1 EAST R/W CITY OF RANCHO CUCAMONGA
BENCH MARK N0. 111 -A
-- EXISTING CONTOUR
1. All work shall be done in accordance with these plans, the city of PROPOSED CONTOUR +- Northwest corner of west wingwall
Rancho Cucamonga standards and the $tandard__,_Speciflcatlons 2 #4 Con a (100) DOSTiNG ELEVATION 11' 33• �- 32•
Public Works Construction - Curren addition. Contractor shall be 100 PROPOSED ELEVATION - GRO�o northeast corner of 8th street &
- ---- - - ---- --- - --- - -- - - -- RETAINING/BLOCK FLOOD WALL 19 --++�- 13 10 •ice 10 10 is
familiar with and shall be responsible for adherance to these Standards #4 O � �--- S� WALL �) I � �- i ''k Hermosa Avenue. Found conc. nail in
and Specifications. 32" O.C. FF CUT/FILL
U/FILLD INE 1, $ � x oar 'd`wz in ,chis. " ❑ " 23' north of � 8th Street
#4 O 16" O.C. urve I asel 12 east of of Hermosa Avenue, 44.5
2. AiI pipelines or substructures of an kind, telephone or ower poles, Fc FINISHED GRADE x
P P Y P P P O 1Z Wall r FS FINISHED SURFACE 3 a,r "'~`
water meters, valves, fire hydrant, etc. shown or not shown on these FL FLOW UNE '' � � «� '-;•� south of the south rail of mainline
plans within the right - of - way limits or in adjacent area, where w TC TOP OF CURB -�� - - ��_ _ _ --- I tracks & 2 below tracks.
(GREY) 8 SPU; FACE TG TOP OF GRATE ELEVATION: 1110.057
improvement work is to be done shall be removed, relocated, or protected BLOCK - - -
" ITN TOP OF WALL , • :• .
in place as required at no cost to the City of Rancho Cucamonga. New C.C. S_idewal a TF TOP OF FOOTING I - - I- - ° 00 ° ° , ° , •
MV. INVERT ELEVATION DQE �a ° • � �•'' •" ARROW HIGHWAY
3. Any Contractor performing work on this project shall familiarize himself v1-1 .� _ GARAGE �ooR io +°NN 4 +; I - _
with the site and shall be sole) responsible for an damage to existing Z
Y P Y g g E ' ' ant. HP MGH POINT FILIV tE 37FM I s 1
facilities resulting directly or Indirectly from his operations, whether or 64 3" U.S.D. UNDERSiDEWALK DRAIN IYPROVEWRn I _ LLj
not such facilities are shown on these plans. • _ R/M� RIGHT-OF-WAY •'1 i -r
WL ,•,.,a,• A.T s.F. >I R.R.
I I1 clr.(typ.) BW BACK OF WALK I �-
4. A permit shall be obtained from the cit of Rancho Cucamonga Engineering --�-# ' C.L.F. CHAIN LINK FENCE I Ir MAX I : • ''"'"" EIGHTH STREET
P Y g 9 g '>• . L.L. LEVEL UNE -------
Department prior to any encroachment or construction within city of m I
CF CURB FACE Q
Rancho Cucamonga easement or right-of-way. empow AREA To coNSiRucT NEw A.C. NOTE: 8' I .1 SITE->0
5. All rade stakes shall be set b the Contractor or Engineer. Paving stakes mrx� AREA ES CONSTRUCT Y. VARIABLE TYPICAL SECTION I >
9 Y 9 9 ' ARETHCA
OVERLAY. E OVG PAVEMENT & OVERLAY WEST OF II J CUT AND REMOVE
shall be set at all hinge points, edge of pavement points within 0.01 foot of 3'-0• spa AREA OF PAVEMENT REMOVAL (L ARE To BE REMOVED WHEN FUTURE HERMOSA AVENUE L� - o�
UPPER PORTIONS
sub-grade elevation and at not more than 50 foot intervals. Additional NOTE: P.C.C. CONCRETE STREET IMPROVEMENTS ON WEST SIDE ' OF CHANNEL WALLS Q I SIXTH STREET
paving stakes may be required by City Engineer as needed at wrapped or OF HERMOSA AVENUE ARE CONSTRUCTED N.T.S. \
vertical curve areas. 1. Omit Header Joints O 16 O.C. BY OTHERS. -
O First Course above finished grade. EXISTING CONCRETE 2 w
6. All sewer, water, electric, gas, phone, or other utility laterals, main, or FROM STA. 21 +62.00 TO STA. 23+72.00 CHANNEL TO REMAIN C)I � > NORTM
crossings shall be constructed prior to paving. 2. All cells to be filled with grout do rodded. of,
7, Compaction tests of embankment construction, trench backfin, compacting 3• Pour footings against undisturbed T.1. = 8.0 R = 64 <1 _ _
natural soils. FOURTH STREET
original ground and all sub-grades shall be performed at no cost to the city
of Rancho Cucamonga. A written report with these compaction tests shall be FLOOD WALL DETAIL -
� q�rtir F - k�, . ;_� �. . -•� i _ :: ::, - VICINITY MAP
DECORATIVE BLOCK '"
submitted to the Cit Engineer for approval prior to the placement of base DECORATIVE :.` ��;��aT� i ;-�,,' t „ _ :�: :1t - l>t_ ": o#:-.. : - � . ::�Y . `
materials and/or surfacing. - Tod ��`� I< •�
N.1.S. '.a �_'' z�s- Y' �_ N.T.S.
8. At the completion of paving, a materials report shall be submitted to the �-ItIMh e hI`
Cit Engineer. Listingall tests or determinations completed to verifyEXIST,G CHANNEL FENCE 44dp) 7 " ` NOR
stability oil content andGradationof asphalt paving. P I il' • ' - = i�laT►oN or TMR ittt to CON6tRUCt
16 '� -' i�r�•r
9• Prior to installation of any paving, a material report shall be submitted to ____ _ = -� s e _� _ WM4 N TI•i/ CHANNUL MAT 94 MADN AT LAST
ell
City Engineer. Listing all tests or determinations completed to verify sieve- _ - �. G ft Nam PRIOR To THN 0"NN11 O OP T4t
analysis and sand equivalent of aggregate base. CHIANNEL N om - - I % ' CONSTRUCTION,
10. 17 _` dr G -- ! _ G}INp DA61N Ml�lfCtPAL W4T'/R DfBTRiCT
Paving shall be performed in accordance with -Value and povent tests I
taken to determine structural sections (prior to final pian approval). e-66 ARGHiBAL.O AVP>r
11. When improvements are to be placed on native soil which consists of a 2
'X
rocky material, the sub-grade shall be prepared by removing all rocks N`� ��cc,�,, o j 8 #5{'t�. GNNSi. -�"i� - ���
which protrude above the sub-grade and all voids or depressions shall be 5 1 'h bcb �
filled with a fine grade material of a quality better than the native material. -- _ o
12• If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered r '• '� ! ', --- �� •' CONTACT T�+s COLLO 9XC V ION:
b the E.P.A. for use under I �r�••♦_' "•' ' � �.' 7 2 2"
y u d A.C. and P.C.C. shall be uniformly applied at the X48 HOURS PRIOR TO
manufacturer recommended at fpaving. •�•'� ''. '••' �� � 4 II axGAVATION:
rate or the full pavement width prior to :• �. t
P P .• , •r-;'•►:• • ,' • `N#� T � 4IlgFT Ah. Ysi-1 loMr COMPANY
13. Estimate of quantities is provided by the Engineer only for the convenience of � �e1211t _ i _o `.
the developer, the contractor shall make his own determination of construction 7 e P o l 1 'y�� t �e6 i�to�TH MOu►�ttAnv Avt�tu�
quantities before submittinga bid. An item of work required b these plans `-'� - UPLAi`ID, CA, orlso
Y q Y P I - � t � S•tt-elme
which is not specifically listed in the estimate of quantities shall be considered as -' Vyy -• �' 4 . j_ ; - .• ' l
included in the other items of work. Ib ,,A ;. P SRIGI�
14. Street signs per city of Rancho Cucamonga Standard Number 401 and 402 shall -,Ib
•'••';' I - --=--� �out+� l eAt.I�o�tfA IiDtboN Co.
�. RASE B�. DETAIL. _ I$I iso AVPlalta/
be constructed at each intersection. pIlk3 - _ Pot�TANA G41�ase
15. City approval of plans does not relieve the developer from responsibility for the DETAIL B � -+
�ti : •
correction of error and omission discovered during construction. Upon request, 03• ,
the required plan revisions shall be promptly submitted to the City Engineer for N.T.S.
approval. �. - - - - - . ... •
` Q p n 60UTFPlI�I CALPPORNiA 446 Co.
16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, OMI?- a CONCRUE.4Ar Q A�L216 iL MUCLi0 Av AM
throughout construction. Site shall be cleaned upon request of the inspector. ® a _ . _ ONTARIO, ea �11b4-36s'T oPe
17. The final or surface layer of asphalt concrete roadway pavement shall not be ° P.ODOx !R
placed until all utilities and utility laterals within the roadway have been installed. u --� - -
All on-site improvements completed, and all unacceptable parkway and roadway b, a N_ 6AN DiMA6, CA. SiTT3
improvements are removed and replaced at the direction of the City Engineer. o b DETAILS & CALCULATIONS PERFORMED BY RUNYAN ENGINEERING e.ICAMoi 04 COUNTY WATM DISTRICT �CCwD�
AND ON FILE WITH CITY OF RANCHO CUCAMONGA, C.U. P. 93 13. ands
18. The contractor shall contact underground service Allert (U.S.A.) and obtain a dig 1 SAMPSON AND ASSOCIATES ASSUMES NO RESPONSIBILITY WITH ea41 rNo ROAD
Alert number in conjunction with issuance of city s construction permit, see Note 4 ` I F =1 �' O/4M � i PA Sox `
hereon. The contractor shall notify U.S.A. (1-800-422-4133) at least 48 hours in Ili �' := `, _ REGARDS TO THE CAP DETAILS AND CALCULATIONS.
R1wCF40 CUC.AMONMA, CA. Sri"
advance of any construction activities that may effect any underground utilities. t y 1 V10 0A �11f MI1-: 5 (1 � Sa't-26et
F�}fIN6 W/�T o
I .t O ,
PRIVATE ENGINEER'S NOTICE TO CNTRACTOR: - f MN4 ( 0 ° ,
The existence and location of any underground utilities or structures shown on these plans are �' ;` ' , CONSTRUCTION N0TES
obtained by a search of available records. To the best of our knowledge, there are no existing utilities / V
except those shown on this plan. The contractor is required to take precautionary measures to protect `�,, ;y:. �, I n• , '� o
the utilities shown and any other lies or structures not shown on these plans and Is responsible for the AXISt. GoiJG r7b _ 1a--CONSTRUCT P.C.C. CURB de GUTTER TYPE AZ-B
protection of and an damage to these lines or structures. N� l.L
P Y 9 �� � - � PER STD. N0. 104..............................................................219.5 LF.
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR:
a-CONSTRUCT 5" PAVEMENT OVER 6"
CLASS II C.A.B.........................................:..........................6300 S.F.
Contractor agrees that he shall assume sole and complete responsibility of job site conditions during the
course construction of this project, including safety of all persons and property, that this requirement �-CONSTRUCT VARIABLE THICKNESS A.0 OVERLAY................3206 S.F.
shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, 4a-REMOVE EXISTING A.C.PAVEMENT AND
FLASHING D - -
Indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged, in '" ETA{� G REPLACE PER NOTE 2 HEREON...........................................3360 S.F.
connection with the performance of work on this project, excepting for liability arising from the sole St�--CONSTRUCT 4" P.C.C. SIDEWALK
negligence of the owner or engineer. PER STD. NO.S 103 AND 101C............................................1314 S.F.
NO;JQ6O--CONSTRUCT REINFORCED CONCRETE
• CHANNEL CAP PER DETAIL HEREON...................................3616 S.F.
Contr�tor shall verify all on�itio�s and dimensions and shall report all discrepancies to the engineer
prior o the commencemen o wo �-CONSTRUCT FLOOD WALL PER DETAIL HEREON...................198 LF.
y Sa-CONSTRUCT UNDERSiDEWALK DRAIN
PER STD. NO. 107-B.................................................................2 EA. DESCRIPTION OF REVISION a►ts
INSTALL 9500 LUMEN, HPSV STREET LIGHT
BY SCE, PAID AND COORDINATED BY DEVELOPER......................1 EA. CITY OF RANCHO CUCAMONGA
-'EXIST'G CHANNEL CAPPED 10 NSTALL 15 GALLON PLATANUS ACERiFOLIA
CONSTRUCTION NOTES FOR STREET TREES 00 1 5 7 OPE- - TREES AT 30' O.C. PER TREE NOTES HEREON.........................5 EA.
ONOMM11 ovERUY , END A.C.
TO DRAIN 11 CONSTRUCT P.C.C. DRIVEWAY APPROACH PLAN and PROFILE
ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WiTH UMIT OF EXIST. PER P,LAN0.10' ���. 2 W=35 PER STD. NO. 101-C......................................................1 EA.
CITY STANDARDS. MIN. COLO PLANE DEPTH '- �e� 12 COLO PLANE dt JOIN EXISTING ED
R-M O�A AVENUIE
ALL STREET TREES SHALL BE STAKED AND PLANTED • 4: r.• • • - I 1cP - 1 5 PER DETAIL HEREON.............................................................279 LF.
ACCORDING TO CITY STANDARD 502 OR 505 AS a !. ; 0.10 WPL o�tAY p 13 °° a
_ t3`z a 13 CONSTRUCT DEFLECTOR WALL, PER FLOOD WALL t 300 FEET SOM OF E OHM STFEET
PROXIMITY TO HARDSCAPE DICTATES. ; • •� b • • 1 m .•. � C7� -�'�'--• -- --- -- w w
_ • .. �� _A.: . 4 4 4. DETAIL AND PER DETAIL C HEREON...................................22 LF.
3- PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN 1 ;n acsr'o ` N b � 7 a 14 ONSTRUCT BRIDGE WALL de OMIT FOOTING
(CAP. 93 13)
AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE
. R W w a Pva'T a --- 3) -
�C 0 a -
s _ �, / _ W .,d�'�b A AT 2 U.S.D.'S............................................................................e LF. /4PPFtOVED 8Y - DATA
CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
DEFECIENCES MAY REQUIRE BACKFILL SOIL AMENDMENTS,
�� it R, �I _ - --�� 15 NOT USED METAL qn RC.E NO 2453
AS DETERMINED BY THE CITY INSPECTOR. O }- U I 10 MANEI W"AAM EXIST=G 16 CONSTRUCT�9B-BARRICADE PER STD. NO. 131-B............22± LF. D� _-
4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ,/ L6 e� oto' . OVERLAY R 17 CONSTRUCT P.C.C. CURB PER STD. 104 TYPE C1-8..........16± LF. i SAMPSON ASSOCIATES
ACCEPTANCE BY THE CITY ENGINEER. �� O'y�:y .��`•. • _�__ 4M ROMOU AVENUE _ --
O
DRl11UPV
LA VEME, CA. 9T750 IHEFT
DETAIL ' A' COLD PLANE JOINT/DETAIL �R '"8 ( ) 2� OF
- DETAIL C �-' �4� - ------
J
N.T.S. N.T.S. ' ` .x�`'� MOHAMMAD E. SAMiEE R.C.E. NO. 46172 �
N.T.S. CM I DATE:12 FILE NO. I 1518
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EXIST'G DRIVEWAY �$ I •,� �9e 801
21+52.50 BEG. C&G CONSTRUCTION 21.47 _,,� 1 21+46.00 BEGIN CONSTRUCTION ° �'
SEE DETAIL C, SHEET 1 P.P. icTN EXIs 'G IMPROVEMENT ro 21+52.5 21+50. 0 21+50. 0 JOIN/BEGIN 21+50.0
02- 16 NEW 99. 10
E 21+62.00 I s �� 1 21+62.00 EXISTING BUR16.p SEWER I + 21+62. 0 A.G. 1 F.S. 99. 00 '�` 21+6a D
R _ - 99. 08TC I 99.28 TC I 99.26 99.40
' L INSTALL R26 <12 X18 > AND POST 1 '.oll ' u
(FT I'' ' 11 s� I sa I I w9 1 21+75.12. w
21+92.00 ! ie W=4' ., 11 1 9 - :r
C2 4 8 - - �, ) I 1 0% j
21+96.50 G 421X381 INLET - I I 21+95.58 BEGIN EXIST'G C L G
PP# 6876Y TO BE REMOVED >i. REPLACED I N I �_ 22+00. 0 22+00. 0 J 22+00. 0
•. �. 100. 12 TC 100. 1 \`= (100.27)
22+30 .0 0 DR. APPROACH I I I 22+31.23 € v I ' 1 ��Q•
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11 W=35', R=8' 1 ��- EXIST'G DR. APPR.., W�30' f rel 1 .
� 1 0061
22+50. 0 + 22+50.0
CONSTRUCT PER DETAIL A (TYP. ) 3• �, I , _ 'd
I + I� 1 101 . 02 TC 100.97 (101 .07)
+ R.R. CROSSING SIGN '� C) E3 x 22+66.89 w
22 67.00 .R. CRO I I �
TO BE RELOCATED 6 LEGEND REPAINTED ,+ : , 22+66.89 END EXIST'G C & G D p 1 0 1 � (101.34) ro
C7 -4 Cl r/ A a
To 5T STp- AgOVQ RZco = 0 % o
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22+SQ.00 INSTALL 9500 _ W/R26 (121X18') ru n t D -
9 INSTALL R26 (12'X18') ON STLT STD. �- I I mi" _ _ 23+00. 0 0 23+00. 0 n 23+00.0 h
�• ' �n d D 'L 101 -92 TC n 101 .9 101 .87 4
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BACKFILL BEHIND WALL 4' i, m p m d rD
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BELOW 70P OF WALL �, •• EXIST'G 6' BLOCK WALL S r' , Ip .� (J Go 1 5
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8 WALNUT UT TO BE REMOVED x .y+
23+48.00 PP # 6875Y TO BE REMOVED _ ii2 PAINT NEW 4' r'1 1 1 6J ' 23+30.0
SOLID WHITE 23+30. 0 23+50. 0 _ 11
14 8 23+68.00 Z 2 (E tl'=4' N TRANSITION LINE (")
102.82 TC 102.8 0 102.87
INSTALL R26 (121X181) AND POST
23+72.00 END_(&G _ _ _ _ _ _ I Z ' 23+72. 0 23+72. 0
F� 16 N V S ' CHANNEL PER DETAIL 'B' "' rriZ r 1 END C&G 103.23
END P.C.C. CAP OVER EXI T G HA NEL I °` EXIST'G AC WALK _u $r G 1
END A.C. REMOVAL �� ^,,^1 [ ~'- r-- "" f 6 ° 1 .103.26 TC '
n MAIL BOX D r��
Z tV F_ 1 24+00. 0 24+00. 0 24+00.0
r 1 103.82 TC (103.77) JOIN/END 103.87
lo'I I n -p \ o I NEW A.C.F.S.
24+15.00 Q PT, CHANNEL WALL I I D \ 04
GUY POLE TO BE REMOVED it r C N 1 o
m -q W
24+25.00 END A.C. OVERLAY
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END CONSTRUCTION I I c- } �'T _ rl 6 24+47. 0 +
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0+5 0. 0 104.95
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EIGHTH _ N STREET � � 109.37c jos ro -�, �
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SANBAG R/W 0 m
25+67 .0 0 (L 8TH ST,
PER CITY DRWG #849 I 1
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26+27.0 C TRACK
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P EXIST'G IMPROVEMENTS
' PER FIELD CONDITIONS AND
CITY DRW'GS #1482 I
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