HomeMy WebLinkAbout1095 I
GENERAL NOTES
1. All work shall be done in accordance with these plans, the City of
Rancho Cucamonga Standards and the Stan(t:ird Specifications; for Public 1 O (9 .
Works Construction - current edition. Contractor shall be familiarV 8
with and shall be responsible for adherence to these Standards and z F.
Specifications.
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2. All pipelines or substructures of any kind, telephone or power poles,
water meters, valves, fire hydrants, etc. shown or not shorn on these _ --- - -- -- -- -- - - --- -- - - - - - - __ - ---- -- -- -- - _
plans within the wa ri ht-of- limits or in adjacent areas whe @
right-of-way
improvement work is to be done shall be removed, relocated or protected __--
in plac4 as required at no cost to the City of Rancho Cucamonga. -
- 34.€51`
3. An contractor performing work on thisproject - - - - - - - - -- - --- - - -
familiarize him- -- -- -- - - - - -- - -- -
Y f1 P g shall familiar
self with the site and shall be solely responsible for any damage to
existing facilities resulting directly or indirectly from his opera-
tions, whether or not such facilities are shown on these plans. -- _ - - - -
-
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4. A permit shall be obtained from the City of Rancho Cucamonga Engineering
Department prior to any encroachment or construction within City of -
_ _
_ _ _
Rancho Cucamonga easement or right-of-way. Z - , I - -_ - - -- -- -
5. All grade stakes shall be setby the Contractor or Engineer. Paving --
stakes shall be set at all hinge points, edge of pavement points - t1< - - - • �� - -• -- - - _ - _ _ - -
' within 0.01 foot of sub-grade elevation and at not more than SU foot - -_ - * w- R#'3 E - - + Q o - ( - -
-- ,
intervals. Additional paving stakes may be required by City Engineer v - - _ -
J.
as needed at warped or vertical curve areas. - - - --
-
b. All sewer, water, electric, gas, phone or other utility laterals, -
mains, or crossings shall be constructed prior to paving. t- - -" - - -- -- - --- - - - -- -- - -- -- - - -- - - - -- -- I - - -- - - - _- - - - - --
7. Compaction tests of- embankment construction, trench backfill, com- T - _ -- _ - - __ - - ___ __ __ __ -- - - - - _
- �_ - - - - - - -- `' -
paeting original ground and all sub-grades shall be performed at no -
c - - - -
--
cost t9 the City of Rancho Cucamonga. A written report with these - -- _ - - - -- _- - -__ - - - -
com action tests shall ba submitted to the Cit En sneer fora --
P Y g pproval - - - --
prior to the placement of base materials and/or Surfacing. --� - - -
1 -
- -
$.
At the completion of paving, a materials report shall be submitted to -
-- -- -the Ci Engineer • ' _ -- - - - -- - - --- --- - -- - - - - _ - -- -- - - -City gi Ij:sttng all tests or determinations completed to -- - -- _- - - ?pr - -- -- - - _ � �
- _ � . - - _
--- -
verify stability oil content and Gradation u€ asphalt Paving �=
T
- _ - - - _ 0i C4
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9. Prior to installation of any riaving, a materials report shall be
- - -
submitted to the City Engineer, Listing all tests or determinations -_ _ _ ' -- - ---- - -
- - E ST G Q0It1 - -
- _-
completed to verify: Sieve dndlysis and sand equivalent of
aggregate base. -
-_
, I Ilia' $TD (1.90O.D.) GALV. IRON PIPE RAILING
10. _ - �� ' COAT W/ZINC CO UN WELDS S
PaWing• shall be performed in accordance with R-Value and Pavement tests - _ - - - - _
0 ALL-WELDED CONST. GRIND SMOOTH 8
taken to determine structural sections (prior to final plan approval) - _ _ _ -- - __- . - _- --_ ---- --- _--- -- --- - - - - - - EMB D IN CO - .
- MPO I0 0
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- - - , 6' 51-00 5•-0•
- - _- F F -- f-" �6
11. When improvements are to be placed on native soil which consists of a -- - I$ L 2V f � - __ _ `30/ a M
3 2 -
- -
F
reck material, the sub- rads shall be
Y g prepared by removing all rocks
which protrude above the sub-grade and all" v,�ids or depressions shall - _ _._ _ T _ _ __ -_ _
F- I
- _ 3 ,
be filled with a fine "grade material of a y 'ality batter than the natives - - - - _ -- = IST. WALL -
- - ( - - - - R!W MATCH _L'EX 15'
*" - - - -- - - -- - - - -- -- I E -
•
material.
- ---- -- --- -- - -- - - -- - - • - - - t_._:_ � -- - - E -- �
I . � . ._6 SP S CURB•
- -- - -
12. If the asphalt concrete is to be placed on sub-grade, a so is sterilant - - -_ _ - --^- - 4 ( I� l EXIST. ,.;f • ----,- PCC VERT
- PRO
- - -- - - - P SIW
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly - --- � - - - - • - - - _ - ----
- - -
_ �-
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applied at the manufacturer's recommended rate for the full pavement - - -
P - - _ _= - - - -- -- - - - _ - -- -- - -- -- - - - -- -- - - - - _ - - - - - - - - AP ON _k6 I 45' i 45'1 SEC. A ELE�It B
width prior to paving. _- -- -_ I - N0 SCA E . • NO SCALE
13. Estimate' of quantities is provided by the Engineer only for the con= - - -- -_ _ -- - _ __-- _- -- • - _-_ = -- -- - _ -- - _--- _ - - _ - z
{{ - -
f --
- - -- - OP: w ST.
v nience of the -
_-- - PR �EXIST.
e contractor. The contractor shall make his awn deter- -
-- - - - - - '
-- - _
c8c �,N C�a 1633.8a Tc
urination of construction quantities before submitting a bid. Any � - • � _. - '
item of work required b these lens which is not specifically - -- r - _ s = - 1 0 F -
q Y P listed - - - - - - - - - _ _ _ - - -- -- - - -- -- - - - - - - - - - _ - - RC CU •V 632y8
f B ERT DETAIL
_ - - L No_SCAL
L
In the estimate of quantities shall be considered as included in the -
• other items of work. + - -- -
27 28 29 ,PRQFI�. scA�. s0 3L2 33 Be
34 52
14. O , HORIZI - N BENCHMARKS SURE RETURNHI SW' (:I*
CORNER ,
Contact all Utility Companies as required Two t2) working days prior to excavation, 3 34+26 SND BLK. WALL 8 ST OVERFLOW DEF. BERYL ST. 8 LEMON AVE.
VERT - M NOTE VERTICAL SCALE
1- o TW=FS 8' ELEV 1609.389
EMON AVEYE°� _
L... ,� , � }. ue. d, .1, 12 ,p N 12 14 �. ,
60' X X s LEGEND►
SCALE, !' y 40' i w O r .. m t
10' 20' 20' 10' O N m P a,� Z
z I ~ ac cn m V) c� 3 REMQVE. EXISTWQ
I l' �, m �, w > 3 . w z A�,PAVEMENT _
�Y P z3: � ED Zd Zo MANDARIN AVENUE
Q. BERYL STREET c� 3 w q t + M _� F-
6 u LL.gi O t.Ca,n . V} 4 N
6' CF ° I M k LL k t a F- u� (� �' 3 v J , FEATHERED
`{- l �a • ` # F- W c� O y N a N a N I I8 18 2 AC OVERLAY(01'M'
F zzj F'N P
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• FENCE
wsY
,__. .. 13 R/W
' <.. :i•• � \>f � \- . �,- _ ,. -.--_�`-/ .. -c- �-'- 'T-i-s• + .•, .y.r . .A , X C rr - h. - Fx_� 10 ,4 0 �
10
p
6' MW. INTO GROUND t ( 8 10 '
DETAIL OF CURB MR •
• AT BACK OF WALK
,,.. • y„�,,.-__�+ x --� .. r'e _ -sem�i-��•.�o � �T L7 --- f V 1 Vf1G JL L $-1Y � TT•. �� _ EG L�1 AfL 7�D�V�' �W - v -
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- POUF INTEGRAL WISIDEWALK 26 92 BERYL STREET - ____
NO SCALE$ 6' + EXIST 8 P E 2 _ 20 5 5 8 - _
� 00 LEMO A ENE 9 / 'rI 'n � N 7 4 r . q 7 25 23 • �" j
2g 27 2 _ 9 -- - 3o SMH 3t 8 32 1 i - 33 �u 8MH 4 I g SMH $, f 36
8'S r- --,-- -T- Sr
i , N • ,, - 2 3 21 5+I F.76 BERYL STREET
�� - 5 f i BEGIN-TYPICAL SECTION
R (2 {� g N B. / ` - g EN TYPICAL`SECTION +00 A ARIN A E E
- ,•- - -T 4" -- �.' �_ -
• • A �r-o , � T '!-a -moi-�- '� - 0��1�• - o r) �- o). i -
CLASS B CONCRETE 1�' � ."" , - t'� a _ + � �� Y
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u '89�52'01' -90' ° ( ► • ! ' W I No. �I
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L-20.42' t 6 , 12 > Ex¢ 123t8�
• 8 ll .. > 117 r x x en en ' 10
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-21.95
7 CURB 8. GUTTER. DETAIL. •-. IO." CF' T . T=13
'( 2� 22 c� _ $ ql�C!V IL
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SCALE, V a 1� + �- �• OF CA1.��
' NOTE, LEAVE 114' AC LLP Q EG " � s ,
NON-TANGENT CURB RETURN w�sy
R!w - - `" • I� CONSTRUCTION NOTES tCONT'D) A6
R!W CONSTRUCTION NOTES " T t •-: , ' .
DESCRIPTION OF REVISION DATE clTv
I .. . a I ?( I DESCR I APPRO AL
' r �1, REMOVE EXIST. 8 PIPE 14 CONST. RCB PER L.A.C.R.D. STD. 60-12 SI=S2=4,5' 8 PER PLAN t� EES
- --
C>- O- . EoU ww. 1 we CITY OR' RANCHO CUCAMONGA
33' % RW 2 REMOVE EXIST. C 8 Q & PCC PAVEMENT 15 INSTALL CONCRETE PULL BOXES, 2 CONDUIT, 3 CONDUIT AND PULL ROPE
,2 °_�. II' 2 ' I --REMOVE EXIST. DIW 16 2' WATER SERVICE 8 METER BOX PER CUCAMONGA COUNTY WATER DIST. STD. _""��"'"
= UNLAER PLAN & PROFILE
0.5' 10' 0' 10.5' 1 5' �s : i _ ..
\ 1• RELOCATE OR REMOVE TRAFFIC SIGNSI SALVAGE & DELIVER TO CITY I? CONST. CHANNEL TRANS. SECTION PER CITY STD NO'515 & PLAN , � s
= 6.5' 12'3 8'3 _ . r _ 3
I�
_ _ : � �_ --AYµ + _ BERYL STREET
5 CONST. 4 AC ON 4 AS PER TYPICAL SECTION 18 . CONST. 3 AC OVER COMPACTED NATIVE c'��
r. 6 EXIST. S/W rr1-/!�, O N J NEGt^_R, L� ■ ,
- EXIST Ung-,,: ° - g SLOPE VARIES N 6 CONST. AC CAP PER TYPICAL SECTION 8'PLAN ;
G80UND arses•• SLOPE 0.5% ! 0.5°ro VARIES y_ O � FINISH � � C a EMON♦ � �
- AIE _ _---- - 19 ADJUST WATER VALVE CAN PER C. .W D. STANDARD A �. 4 1 �' FROM 45 +-
I _ ' SIO LEMON AVE
_E.. ;�..• . ` . F„ v� SURFACE c
EXIST. N C7�-CONST. C,�B 0 PER DETAIL ADJUST MH COVER TO GRADE PER CITY STD NO. 512, PAGE 3 -' <�S, S• _
TO 6'�7QIw Nie LE
MON AVE.
8 7 EXIST. PCC �- , 10 8 CONST. SIDEWALK ADJACENT _ TO CURB PER CITY STD. 310 21 SAWQUIT 8 BUTT JOIN o =1 �j� " ° ru a Yt. I .
EXIST. ? ��%'r WITH MONOLITHIC CURB AT BACK OF SIDEWALK-SEE DETAlL HEREON - 1µ 0 ,
SEE DETAIL 2. 25 ���, �/ 9 SAWCUT DRAW SWALE PER RCB CULVERT DETAIL 8' REMOVE EXIST TQ STREET- 22 CONSTRUCT 8 INSTALL PIPE RAILING PER DETAIL HEREON of - , APPROVED BY DATE 6tp
HEREON -i......;....:. .....5 _'_"" "�'r CITY ENGINEER R.C.E. No.
_ &FOOTING.
CONST. BLOCK _WALL. PER CITY y TD. 81.2. H=3'"8. ONE FOOT COVER OVER f3 CONSTRUCT FEATHERED OVERLAY (OI'MWJ � t . Isr ' o III b '9T D- ESIGN RECOMMENDED
FACE OR SLUMPSTONE WALL m RIW PER DETAIL. STEP m 8 INTERVALS. "°°" `II ,Pt.AN3.PREPARED eY
REMOVE $ REPLACE PCC SPANDREL AND CROSS GUTTER PER CITY STD. 308 ° +,$n ,� JB WILSON-SHEEHAN,$ ASSOCIATES R R.
II CONST, SIDEWALK 8 RAMP PER CITY STD. 310 LOCATE 4 W'LY 114 PT., OF CURB RET. •
' NOTE, SLOPE ENDS Q 2=1 MAX 25 COLD PLANE AC PAVEMENT 5' WIDE (O.V MIN.) DRAWN I 2 SHEET
5 3 ' •° _ 43 S BREA BLVD. BREA, CA 926 1
, =n � ., �, ." ��� 1714) 990-0123 Job E-378
e �+ A' 3:SERVICE
CONST. DIW PER CITY STD. 305 K - - I : RiltSL.UMPSTONE INSTALL ELECTRICAL CONDUIT W1 PULL ROPE INSTALL IRWGATION GONTROLLER ELECTRICAL SERVICE FOR FUTURE IRRIGATION PER SPECIFICATIONS ( FTYPIC L SECTIO VICINITY MAP CHECKED EDRAW(bO.NO SCA BLOCK WALL DETAIL PER PLAN. USE MY ERS ELECTRIC PRODUCTS (MONTEBELLO) ATB9 3�-,
----- CAU CONTROLLER (16XI8X48) OR APPROVE=D EQUAL. USE 2 PVC CONDUIT WISWEEPS. • NO SCALE c.e. • e
r NO SCALE HAW .,zrrsa E-378 9 5-
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