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CONSTRUCTION NOTES
1. Const. 8" curb and gutter per City Std. No. 101.
&-eonst. 40 P.C.C. sidewalk per City Std. No. 100-B (W = 41); P05 -A
5. Const. x -gutter and spandrel per City Std. No. 104.
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8. Const. 5" asphalt concrete pavement over compacted soil. W
• � �orr/ST I/.q�P/.4.�L� T�/c,�j1/Ess /-IS�°�1,4LT Coi/cP�T.� �,4v��EiV7" Qv�RI.Ay l��Tr-�• GoGa
' -/�L.4�/_E_ dF r�'.4 c/EME.crT Gr/.y�/-�E' �t/ESs�s�K,Y �i2 •2 �'• /''1/rc/ 7�iic�c rt/� 55' . - -
11 SaNrcu/ ed,9e o>�'�x ayer�err� yri�ier� Bey✓ PQye,,ner>� � J 6
6'40 s /rockina/c/, - vp Pa v/rr9 as s�io,-+ire arra/ over1,a Vii�9 as ol;�•e��e� iii
741P �/"p�vcP a SMoo�� .Sec�•%orr.
2�__C01V5T 1�WF1,,49Z,5 Ty1C1rNeSS . ,461I?V0Z' 7-. �Ort�6PETE P,V V6r � EN7- OI/E•PL,,1 Y �2 "mi.V
- --21 ONST. CURB RAMP PER APWA STD. PLAN I11-2 CASE D MODIFIED. SEE DETAIL A
2
2A CONST DRIVEWAY PER CITY STD. 102-C (MODIFIED PER PLAN). WIDTH PER PLAN.
t Construction contractor agrees that in accordance with generally accepted construction
Cpractices, construction contractor will be required to assume sole and complete responsibility for
fob site conditions during the course of construction of the project, including safety of all persons
" and property; that this requirement shall be made to apply continuous) andnot be limited to Ce�liFornie� Council
F p p y� q pp y y of En ineerl
normal working hours, and constructioncontractor• further agrees to defend, indemnify and hold 9
design professional harmless from any and all liability, real or alleged, in connection with the Qand Suni¢yorI ]
performance of work on this project, excepting liability arising from the sole negligence of design
,,professional.
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.Z4 26 - rl
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CONSTRUCTION NOTES
1. Const. 8" curb and gutter per City Std. No. 101.
&-eonst. 40 P.C.C. sidewalk per City Std. No. 100-B (W = 41); P05 -A
5. Const. x -gutter and spandrel per City Std. No. 104.
h
8. Const. 5" asphalt concrete pavement over compacted soil. W
• � �orr/ST I/.q�P/.4.�L� T�/c,�j1/Ess /-IS�°�1,4LT Coi/cP�T.� �,4v��EiV7" Qv�RI.Ay l��Tr-�• GoGa
' -/�L.4�/_E_ dF r�'.4 c/EME.crT Gr/.y�/-�E' �t/ESs�s�K,Y �i2 •2 �'• /''1/rc/ 7�iic�c rt/� 55' . - -
11 SaNrcu/ ed,9e o>�'�x ayer�err� yri�ier� Bey✓ PQye,,ner>� � J 6
6'40 s /rockina/c/, - vp Pa v/rr9 as s�io,-+ire arra/ over1,a Vii�9 as ol;�•e��e� iii
741P �/"p�vcP a SMoo�� .Sec�•%orr.
2�__C01V5T 1�WF1,,49Z,5 Ty1C1rNeSS . ,461I?V0Z' 7-. �Ort�6PETE P,V V6r � EN7- OI/E•PL,,1 Y �2 "mi.V
- --21 ONST. CURB RAMP PER APWA STD. PLAN I11-2 CASE D MODIFIED. SEE DETAIL A
2
2A CONST DRIVEWAY PER CITY STD. 102-C (MODIFIED PER PLAN). WIDTH PER PLAN.
t Construction contractor agrees that in accordance with generally accepted construction
Cpractices, construction contractor will be required to assume sole and complete responsibility for
fob site conditions during the course of construction of the project, including safety of all persons
" and property; that this requirement shall be made to apply continuous) andnot be limited to Ce�liFornie� Council
F p p y� q pp y y of En ineerl
normal working hours, and constructioncontractor• further agrees to defend, indemnify and hold 9
design professional harmless from any and all liability, real or alleged, in connection with the Qand Suni¢yorI ]
performance of work on this project, excepting liability arising from the sole negligence of design
,,professional.
, a.:.:.1:..a:.t �.�__._._ .:.----- J. .:_, ---- - .• .::.: :: �:^ . -..... ' _ it _.- .. .- . _ _'ter•. _ -
RIVERSIDE BLUEPRi PIVEP,SiDF CAt i
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CURB C3TRW nATA TART F
Curve No..
Radius •
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Length
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90 °16' 15"
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CURB C3TRW nATA TART F
Curve No..
Radius •
Delta
Length
Tancfent ,
4O
35.00
90 °16' 15"
5.1- ./•¢'
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.See.Sheet l of /5 for Genera / Notes, Bench Mark,
EIAMa�e of Qvanfifies, {/icinity Map; Typ ical
Linville - C. r.L CitY of faniana, C4L1f40,.rnJk
DAT'E- Ravery
, JAREVISION DATE P 9035 Have" Aw-wve yrfe�V APPROVAL Rancho ccarr7CriqaC
9/73Public Works
Te%P/ore : (7/4)989-�9e2 ACalaWOV/
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• Marla Avenue o
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MARI-AY EiVUE A/L. /
CHAR001WAY COURT STREET )VV 1/ACAzm IOWA
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ADDED DRIVEWAY AT 31t93.23 �Cnrle i�Yi//G,�G' .20300 P. X093 hB r• EAG L✓ Iv9• 4• �,qg
ADDED DRIVEWAY AT 27+70.84 W. D. E. 13-129 o� a�t°: S-3_89 ��c�i�0. / - .. At�G. AP,P�ored s Mh&
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