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1. All work shall be done in accordance with these plans, the City of ___
---------- ---- CONSTRUCTION NOTES AND QUANTITY ESTIMATES
Rancho Cucamonga Standards and the Standard Specifications for Public ARI?0vW F?00TA - .......`,a-,
_
Works Construction - current edition. Contractor shall be familiar with' __ NUMBER ITEM QUANTITY
and shall be responsible for adherence to these Standards and - ,
Specifications. -'
i A O 8" curb and gutter per City STD. No. 303 1131'y yc
2. All pipelines or substructures of any kind, telephone or power poles i -- -----------+-- ----- ' ---___--
water meters, valves, fire hydrants, etc. shown or not shown on these' , T -i O Transition curb only 0" - 8" per City STD.
No
., ; . 301 / �� LIQ
plans within the right-of-way limits or in adjacent areas where improvr' - ---;-
Ment work is to be done shall be removed, relocated or protected in Drive Emma
e apiproach per City STD. No. 306 2 FA%.
place as required at no cost to the City of Rancho Cucamonga. w
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O I E�►.
3. Any contractor performing work on this project shall familiarize himself! � � •� f � e ' Adjust manhole to grade per C.B.M.W.D. STDS:
with the site and shall be solely responsible for any damage to existing'
facilities resultingdirect) or indirect) from his --------- ; ' _-
Y Y operations, whether or, � � � p184J�T StT>� � .► � � O 4+ AC over 4" AGG Class 2 22,4'71 �
not such facilities are shown on these plans. L. I or r"+ 7 ; "
v r-Kok 09140-44 , - 6O 36 CMP, Smooth-Flo, 12 Gauge file, t f
4. A permit shall be obtained from the City of Rancho Cucamonga E neer i -- --- _----- - lO 42" x 39" C.M.P.A., Smooth-Flo 12 Gauge 431 L-P
Ing Department prior to any encroachment or construction within'City o1 1- ' FkANCH - 'i
Rancho Cucamonga easement or right-of-way. - ► 1 O Manhole a per City STD. No. 510 2 �,
S. All grade stakes shall be set by the Contractor or Engineer. Paving]
CUCAM
„ Jr 9O Flared end section 1
- - =----- � ----------+- --------- ---
stakes shall be set at all hinge points, edge of pavement points within 10 Catch basin Cit STD. No. 504 modified
0.01 foot of sub-grade elevation and at not more than 50 foot intervals.
Additional vi stakes may be r I ; ' O (see detail sit Y 1 Gr►•
paving y squired by city engineer as needed at ,! � ,, '
_ !' S�
warped or vertical curve areas. Q
6. All sewer, water, electric, lllllilllllllllllllllllilll � lll -
yas phone or other utility laterals, mains, or
d ---------
crossings shall be constructed prior to paving, . . . . . . . . . . . .
;
7. Compaction tests of embankment construction, trench backfill, compacting, • ' ' W '
I
ITN !T I So K sT i '
original ground and all sub-grades shall be performed at no cost to the, IT . � '
City of Rancho Cucamonga. A written report with these compaction tests: ,
' shall be submitted to the City Engineer for approval prior to the place-
---1 ----------t- -------- -----_---- - --------i- -�
ment of base materials and/or surfacing.
8. At the completion of paving, or
s materials rept shall be submitted to the' TA. 4 7 -pp
City Engineer. Listing all tests or determinations completed to verify Te
stability oil contents and gradation of asphalt paving. TC
�
9. Prior to installation of any paving a materials report shall be submitted 00
to the City Engineer. Listing all test or determinations completed to, oo e .L-
verify: sieve analysis and sand equivalent of aggregate base. Z r
DIV ��
10. Paving shall be performed in accordance with R-Valve and Pavement 61TtoN ELT_ a.r• I
tests taken to determine structural sections (prior to final plan W _.1
proval). Y 3s ave
lar sae 37Ae
11. When improvements are to be placed on native soil which consists of a!
__1_
r'
rock material, the sub-grade shall be - - navel
Y g prepared by removing all rocks; ��
which protrude above the sub-grade and all voids or depressions shall - r
be filled with a fine grade material of a quality better than the native ,
Material.
>rr Rcr my
tt: If the asphalt concrete is to be placed on sub-grade, a soils sterilant
registered by the E.P.A. for use under A.C. and P.C.C. shal I be r
uniformly applied at the manufacturer's recommended rate for the full
pavement width prior to paving. 40 na,
13. Estimate of quantities Is provided by the Engineer only for the con- sav
CATCH BASIN N0. 3 MODIFIEDvenience of the developer, the contractor shall make his own determin-
anon of construction quantities before submitting a bid. Any item of STANDARD NO. 504
work required by these plans which Is not specifically listed In the, a-4& � v-7x
estimate of quantities shall be considered as included in the other items
of work. .
14. City approval of plans does not relieve the developer from responsibility
f
for the correction of error and omission discovered during construction.
Upon requests the required plan revisions shall be promptly submitted to'
the City Engineer for approval.
15. Work site and exterior streets shall be in a neat, clean, hazard free,
orderly state, throughout construction. Site shell/ be cleaned upon
requests of the-inspector.
16. Contact all utility compel les ins required two (2) working days prior to '
excavation. .�
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sDESCRIPTION OF REVISION CITY
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1a G3R0"JP dorlrR d2'jc 29'C M PA DATE APPROVED
• 6'a0a�i OARW c 1'1 M ► (2
c>n � �; '��� CITY OF RANG =AMMGA
4 ~�'�� oNq�c .4 . �» 6EGT 10N TITLE �%494VT
towpu 116foro mrve PL ASH PAD DATA t l� A►NI� �A'T'!� C J VAI
oQRpFESS1p APPROVED BY - DATE 4
CITY ENGINEER R.C.E. . 2 #,-01117
DESIGN y RECOMMENDED
Me. 27676 a�.!{i•/ FGZ KE KRl1EF�ER ENa1NEERIN�i V4X 1t ft
Flo �- � * • ASSOCIATES, INC.
!, DRAWN ase NORTH MT. VIEW-2nd FLOOR SHEET
/V1 SAN BERNARDINO,CALIF. 92401-1291 ;
off OF CA`\�� ( 4)884-2189 5
CHECKED ,.. UADRAWINGDRAWINQQG NO.
aw R.C.E. NQ
1�J DATE 7- s t- FILE NQ M"-04.40
BENCHMARK SB CO BM 01108
1" INCH ROUND HEAD BOLT
SB CO BM
ON
PED
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NLYMEND OF THE E CONCOCHAN
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WALL WALL BEING ON S SIDE
OF ARROW RTE 200 FT W OF
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1-15 FRWY S 1 M) W OF
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. � _ { � ` ETIWANDA AVENUE
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.CONSTRUCTION NOTES AND QUANTITY ESTIMATES r-
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NUMBER ITEM QUANTITY �+Xr• hJ IIyJr1'���• k .
DESCRIPTION OF REVISION CITY
1 E" curb and gutter per City STD. No. 303 I tjl; ( Is ��
OTransition curb only 0" - >!" per Cit STD.
No. 301 y �t Vr
O Drive approach per City STD. No. .W. . 2 ra1+.. d 1 ♦�• '.i .Aa st^ / F-mm + ,/` (Q MY OF RMCHO =AMMGA
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Adjust manhole to —1 1 �..�.���" I„'�,"� !ff �Q �T� .
O j grade per C.B.M.M1.D. STDS. I BA. � �K G.IT`r O� RJi?VG}-10 GVGr•N►ONlgA 'rb
4°I•+9 t.Ao PRN�TE f� (.wNEr�.E l�Y> NO. 05%4 • tACC7I t=t W W= 21' V ��
5 4' AC over 4' ACC Class 2 t2,4-It � '
0 �i�IG h►l-lfotG'�' t1C. `7 M1�1fa't.•t. I •,>< �t9`f 'yTR No• 1019.-TA-LA-
O36" CMP, Smooth-F!o 12 Gauge le12 (,r Lj�Q
7O 42" x 39" C.M.P.A., Smeoth-F1e 12 Couge 4sc L-r Poe1�• try `� F � �0 � C ��
. `'°`VT � x•45 OWTTOM Ps �-I ?,J IBJ t0Ti4d L 404 .
O Manhole a per City STD. No. 510 Z• EA, t�• - �!•K
.5 STP. 41+•�11. Iii TO JVfA• 44w+3rt.�
. 9O Flared end section ( E,s,,
�1M = �•fll
10 Catch basin per City STD. No. 504 modified I riJ+.
n12. -- V7 SI
(see detail sheet 1)
�oQRpEESS�pp� APPROVED BY DATE y
P R I V^T E S T O R M D R A I N ��, 6�fy CITY ENGINEER R.C.E. Na 2¢387
( NOT MAINTAINED BY CITY ) ��� RECOMMENDED
No. 27674 FGZ/ 1cJ� KRUEPER EMINEERING A lz�tolsd
SEE DRAINAGE ACCEPTANCE AGREEMENT * D'° -*1110 * 8 ASSOCIATES• INC.
DRAM SSB NORTH MT. VIEW-2nd FLOOR SET
�9 CIVI ��
OF CAI\E� d SAN BERNARDINO,CALF 92401-1291 (p ��
(714)884-2159
CHECKED 2'774- DRAWING NO.
R.CE. NQ
DATE y-6 9c FILE NQ Iq�ib-OZ•40
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