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1. All work shall be done in accordance with these plans and elle City of Rancho
-1 (� .0 ' Cucamonga Standards and Specification.
2. Street markers per City of Rancho 611cagangs Ib. 303 and 303A shall be cow-
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strutted at each intersection.
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� 3. All pipelines or substructures of any kind and all teieatwos or power poles,
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water meters, valves or hydrants, irrigation structures, etc. shown or not
S f'.f'D/�//,E,SilGlOry� 33 shown on these plans and located within areas to be improved and interfering
�/O/�N V �•� with construction shall be relocated at no cost to the City of Rancho Cuca-
G monga; it stall be the owner's responsibility to notify all agencies churned.
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Compaction tests of embankments construction. trench backfill and all s b-
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grades shall be performed at no cost to City o Rancho Cucamonga, and a written
report submitted to the Contracts Administration Public Works Dept. for approval,
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SA prior to placement of base material and/or surfacing.
Ap ermi t will be required from tete CRanchoucamoe"
City of CPublic Works Dept.
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s140XI�QLX elf C6tW7'Jr PC-C. Ct/rPB 04 A10rlY!A"7"' I..0 �.+ft 4VAC4"4Z AV4' JV prior to any encroachment or construction within the G i� s easements or 1
X/VAID/0940 49&71X,4f ".q 4::%&17y AM.! rights-of-way.
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6. Adequate stakes shall be set by the Engineer to s Contractor to con
_., ,._._,•� struct the work to the plan grades.
L+�C7*/D w 7. Sub-grade stakes driven to the pavement sub-grade elevation shall be set by
4 ,Y the Contractor or Engineer. The stakes sha l 1 be set at all hinge edge of pave-
(- ;,�Q s'J'•,�`G" �' NCY went and crown points within 0.01 foot of sub-grade elevation and at not more
than 50 foot intervals. Additional stakes may be needed at warped or vertical
curve areas. Sub-grade stakes shall be in place prior to paving tq Permit spot
V/C/N/TY M P A checking of sub-grade by Inspection personnel.
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S. All sewer gas and water mains and laterals shall be constructed prior to paving.
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.020 Ma. �- _ 9. At the completion of rough grading, a materials report and the proposed structs
A ural section shall be submitted by the tract engineer to the Public Works for
review and evaluation. Approval w}'11 be given when all structural section re-
/z /e/N. quirements have been eget. '
d •'4 ' :d i ' �. �•' 10. Compaction tests of embankment construction, trench backfill , compacting orlg-
�:l incl ground, and all subgrades shall be performed at so cost to the CIty of
Rancho Cucamonga.
Report with these compaction tests shall be submitted to the Public Works-
Dept. of the City of Rancho Cucamonga for approval , prior to placoaent of
/7 base materials and/or surfacing.
11. At the completion of paving, a materials report shall be submitted to the
Contracts Engineer of the City of Rancho Cucamonga listsy all t#sts or de-
f.S' lJS� l0.0' QQ' p terminations completed to verify: `
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a. R-value, sieve ana1ysis and sand equivalent of aggregate bases
'9L.Y�/1J�3 'il f:0'E'Y b. Stability, oil content and sieve analysis of asphalt surfacing
.12. When curb depressions are provided for driveways, complete driveway con-
p , struction will be required in accordance with the City of Rancho Cucamonga
Standard drawing No. 128 and related specifications.
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�j ` ti 13. An encroachment permit must be obtained from San Bernardino County Floyd Con-
Q( �/ _ trot District to cover all work affecting the District 's facilities. Th
per-
/� wit must be applied for from the District Office at least forty-five (45)
1 days prior to any beginning of work. die
14. All bars to be deformed ASTM designation A615-
15.
615.15• *"'IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE
h HIMSELF WITH THE JOB SITE AND LOCATION OF ALL UNDERGROUND FACILI-
TIES SHOWN OR NOT SHOWN ON THESE PLANS. NEITHER THE CIT? OF RANCHO
CUCAMONGA NOR THE ENGINEER WILL BE RESPONSIBLE FOR ANY DAMAGE TO
/ UNDERGROUND FACILITIES.
ae-e- 1-0GAivcSiyT 2 , 16. If asphalt concrete is to be placed directly on subgrade, a soil steri last
Z.D D.S registered by the E.P.A. for use under A.C. and o?4..e- shall be uniformly
applied at the manufacturer's recommended rate for the full pavement width
prior to paving. ,
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PREPARED BY FIELD BOOK REF. CITY OF W.0. No.
• Contractor agrees that he shall assume sole and complete responsibility for job � A AA `A,� r / A �f✓ -- /08
site conditions during the course of construction of this Project, including safety of all RANCHO C U C A M O N G A �����yC•✓/'/��/ �G�7��
persons and property; that this requirement shall apply continuously and not be lim- 1720 E. �A�P.E'J'i4yE. 220 DESIGNED 8Y DRAWN By CHECKE]DE
APPROVEW aY FD�
ited to normal working hours-'and that the Contractor shall defend, indemnify and c' - ; ,. r9.4iVT�i4rf�i9 C.4. 9270 ' - - Pd f
hold.the Owner and the Engineer harmless from any and all liability, real or alleged, /"�'D�E`�7/�� 957-801oGp rt�sl tip .
s � . . :� . • • _ _ _4-?$- i4CTi4 L GZGl.4 .,/!/i(//D.�'iS//G,f,✓ ,
in connection with the performance of work on this Project, exccptin� for liability, __-___ __._ __ SUBM. BY C .Ci Y 'ER ILC E. 23669 DATE
arising from the sole negligence of the Owner or the Engincn. - 5 -9-72�1 ______-_- __ _ RECOMMENDED iY
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MARK REVISIONS APPR. DATE
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y . FIELD BOOK R CITY OF RANCHO CUCAMONGA IMPROVEMENT PLANS FOR
ROAD NO.
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1720 �Q�2,�y FlL�E �ZO DESIGNED BY I DRAWN BY CHECKED BY APPROVED BY LEMON AVE E .
SA.tIT,q �.v.4 C.f 927D5 li ZS 7Q FROM FILE N0.
SUBMITTED BY C.D.E• DATE
RECOMMENDED/APPROVED BY STA. 8♦28.00 TO STA. 13+58.79
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