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` J �� o U O b 3 Q O � CONSTRUCTION NOTES
° 4 � �� h
h Q° c q 1. Elevations are based upon City of Rancho Cucamonga B.M. #37, Elev. 1496.37.
°11. W � o `t e ° `� 2. All R.C.P, shall be bedded in accordance with Standard Specifications for
I �� � ro6 �. IQco� .,
Q 11 � U a k)�� v � c .(b Ili h Public Works Construction, 1982 Edition.
c ° zz Q c`.* 0 , b.� 3. A permit shall be obtained from the City of Rancho Cucamonga and shall be
'Z 4li, 7 �0� C ; 3 c rz oq,4 submitted to the Inspector prior to commencing construction.
`S�, Qa �0oo0 � o V o �
a h � � � �h 4. The Contractor s attention is directed to 7-104. 1 of the Standard Specifications
; � '� -v� ]C g a� b � obi a for Public Works Construction in regards to Safety Orders. Mignonette Street
�j `; °� V c •�`� v L 5. All concrete shall be 3000 P.S. I . Portland Cement, 28-day compressive strength,
� v Q� m v v �� o V o v 3 unless otherwise noted on plans or referenced to in Std. Drawings.
Q I W � V � o ap p 6. All work detailed on these plans shall be constructed in accordance with the
`V ti .QQ , J h a� , U � b w Standard Specifications for Public Works Construction (1982 Edition) , including
I I ; b a� � C) m V, � 4i � � 3 all Amendments thereto prior to the date of approval of plans and to the Wildflower Court
% ° h 41
"Z, 3 Q h J �3 O PR%q�Te- sat% isfaction of the City Engineer. 0
c,� � 0 o '**,� �� 7. The Design Engineer, Lane & Associates, has investigated all available records v
: \ W'wide Drati?&ge end Suer EesemenT F- of the City and Utility Co's. involved and all known structures are shown
h Q I x be�i�_9 &Mbit ",6"aS recorded �� b�W fge hereon. It shall be the responsibility of the Contractor to locate all sub- a }
I frur» n/ o. ,e - 090 /� 15 structures, whether shown hereon or not and to rotect them from dama e. The
Ins e N P Off ic�g/ �co�ds, � s t P 9 a)
ih .Sa/7OeM&I-ellno u�fy, She of Ce/iforn1g. I h� e{� Contractor shall bear the total expense of repair or replacement of said sub- }
ti * _ ~ I : � I�+O BI structures damaged by his operations in connection with the prosecution of to
i I
See Defad - -- / 5.5 said work.
;J se ,5e-• -� sQ 8. All backfill shall be compacted to a relative density of 90X.
i 11 Stat an Loca Trench a 1 s sha 1 b for ed.
t_ - --- - - - -- - -- --- - - -- -- I See DeA91*1 "B" 10 ExistingeUtilitieslcrossingSthetStormeDrainlshallrbetsupportedcas directed by J 0 a%
9
4 3�"RCP. 1500 D 3�"�?CP IS00 D St40' Const ✓unction Syll,re A- 1 a_
p w o - ---- the City Engineer. ,p
,I p i v ` p .�1. per Clty of Rancho Cucamonga _
p ro �- �p 11. Contractor shall furnish a letter of certification from the Pipe Manufacturer a) m
'�` �h /5'&,,de le irgfe drain&ge \h �� J Std. Ding. No Sob as mod,fled /� as to Test Results for Pi a installed. 0
E = `Sealer Easernenf � Q• � Qf�_ The fie/d by City Engineer- p Not to Scale •0
AVALON ,per Trd- No /2Qi6 ,R� 12. R.C.P. shall be manufactured and inspected in accordance with Section 207-27 , v Project Site
1 _ 1l �° W 28, and 29 of the Standard Specifications.
I ST� _/ / 11 I °° ___-
Co 13. This Storm Drain wi 11 not be accepted for maintenance anti 1 the system i s I ___7--^ - -
§ _.
- 1485 { cleaned to the satisfaction of the City Engineer.
3xs',4rched �Pubb/e 14. All fill and backfill around closed conduits in street R/W shall be brought up
Storm Drain- to the sub-grade of the road or 2 feet above the conduit, whichever is less.
15. Reinforcement shall be of deformed bars of intermediate grade steel per A. S.T.t�l.
A-615-Grade 60.
16. A permit shall be obtained from the San Bernardino County Flood Control District
and shall be submitted to the Inspector prior to commencing construction.
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�9� �- v �' 33 VICINITY MAP
g..a rte' eo �' 22' I
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_ r / t ��I it �� sX �,�' o R g CITY OF RANCHO CUCAMONGA
V J V f�V , ,. w /
-� OZ
` e S.M.N. VC.P. .sewer Line d VC.P. Sewer Gine fipp ESTIMATE OF QUANTITIES '. PLAN AND PROFILE
S.H M.
°�, " mss` n �� 5Q STORM DRAIN PLAN (PRIVATE)
P a81 k \\ i ��'•P �S�OQ �1 8A.5,E k N0. ITEM QUANTITY UNIT REMhRKS
. K� \1 g8 t Ol "' 1 I1 li� 1. 24" R.C.P. 15000 32 LF
3&",eC.P /50 - �,C t --- l 2. 36" R.C.P. 15000 390 LF
2� , 1� 'r- -� ��•'Rc.P /500F ---
f79 LJ -� {c l Q 5,1-.3?./4f Catch Basin -
drf� ` V\C i/� 3} v c� ' 3. Catch Basin No. 1 11 3 EA per Std. Dwg. No. �.J2 TRA 12414
� \ \'� '�' �� �� h ( - 4. Local Depression Case 6 (includes Curb) 1 EA per Std. Dwg. No. 5'
b Q �- J 45 n i ,
# N � `c € 0 {� 11 oho I y 5. Local Depression Case "C" (includes curb) 2 EA per Std. Dwg. No. 518 CITY ENGINEE y��00 _R.E. N0.23889
Ir C-1Q , J J �Q- c0- p�pIw -o % 6. Manhole A 1 EA per Std. Dwg. No. 510
. , c.� 1, Design Recommended
. .�, e t'. '� * 7. Junction Structure A 1 EA per Std. Dwg. No. 508 modified Lone & ASSOCIoteS
E r -o ops \ "'� °� 5*GO_ Junction Structure ' LA /� IyL
I b '� a�1 W�-;;;e-r- c1ty of 'Pancho Cucamonga 902 W. Ninth Street
Std. Drug. No 509 modified for Drown Upland, CA 91786 Sheet
�� �� Connection to Arched ,Pvbb/e LA
I DETAIL A I 714- 981-5602 1 of
SCALE I"=1o' DETAIL to Boo storm ora;n.
Checked T9 rte R.C.E.24838 Drwg. No.
{ SCALE I" = 10'
_ _ _ _ _ _ _� _ _ . _ _ � � . _- . - -- .. CITY Date - File No. - 863-0
_ _.._ _
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¢ /2-84 Bd .3P
83-32