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- BENCH MARK : NO. 139
RAILROAD SPIKE IN POWER POLE (NO*)
66'tEAST OF HIGHWAY MARKER 30 SBD
9.009 NORTH SIDE OF HWY. 30, SECOND
POLE EAST OF 11498 (HOUSE)ON HWY
30. 1.1 MILES EAST OF HAIEN AfE.
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PLAN AND PROFILE •
EQUESTRIAN TRAIL- PLAN
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PARCEL MAP 8617 BANYAN STREET
v
� S E GENERAL TE N0. I APPROVED BY DATE -- d
CITY ENGINES •R.C.E. 3889
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BENCH MARK = N0. 139
RAILROAD SPIKE IN POWER POLE (NO#)
66 +EAST OF HIGHWAY MARKER 30 SBD
9.00, NORTH SIDE OF HWY. 30, SECOND
POLE EAST OF 11498 (HOUSE)ON HWY
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T-w .-ri�� PLAN AND PROFILE
fl- ' L' SIDEWALK PLAN
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PARCEL MAP 8617 GREENBELTS
V V
SE GENERAL TE N0. I )
APPROVED BY DATE —
AA CITY ENGINES R.C.E. 23889 7Ae
FLORIAN MARTINEZ ASSOCIATES DESIGN S/O rL.dtQ3 OI1/Ly R M ENDED -
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Q 2 40 so 120 LANDSCAPE ARCHTECTURE DRAWN S H�E T
REGULATORY SERVICES
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Tustin(714)731-6011 ' i4CFAca
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JN 3471
BENCH MARK : NO. 139
RAILROAD SPIKE IN POWER POLE (NO#)
66'±EAST OF HIGHWAY MARKER 30 SBD
9.00, NORTH SIDE OF HWY. 30, SECOND
POLE EAST OF 11498 (HOUSE)ON HWY
30. 1.1 MILES EAST OF HAVEN AVE.
, 1� ELEV. • 1516.796
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PLAN AND PROFILE
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V, V, -�.
I'`�'�-'� _ � Q -rte• L;A � ( SEE GENERAL_ NOTE N0. 1 )
- KORIAN MARTNEZ ASSOCIATES APPROVED BY DATE?/ 9 G
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DESIGN 5✓0� � CWLy R MMENDED
ARCHITECTURE
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13132 Newport Avera e.Suke 110 RAWN
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Tustin.CaMomia 92690 Dt N 9`
(714)731-6011 7
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6540 6-27-2*
JN 3471
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BENCH MARK : NO. 139
RAILROAD SPIKE IN POWER POLE (NO )
66'_♦EAST OF HIGHWAY MARKER 30 SBD
9.00, NORTH SIDE OF HWY. 30, SECOND
POLE EAST OF 11498 (HOUSE)ON HWY
30. 1.1 MILES EAST OF HAVEN AA/E.
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Tustin.Caifiomia 9280800
. (714)731-6011
o T.., , � CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
N ,,. r �5 SECTIONS, DETAILS 81 NOTES 1
it Iz� 6 .i FOR
_ ' PARCEL MAP 8617
( SEE GENERAL OTE NO 1 )
APPROVED BY DATE?-(/-8c
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CITY ENGINE E R.C.E. 23889
DESIGN 151DIffArALK AX AAIS <WLY RMM GEL
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GO, W04 , W. 10
_ CHECKED
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_ JN 3471..,.. _ .
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BENCH MARK : NO. 139
RAILROAD SPIKE IN POWER POLE (NOW)
66'tEAST OF HIGHWAY MARKER 30 SBD
9.00, NORTH SIDE OF HWY. 30, SECOND
POLE EAST OF 11498 (HOUSE)ON HWY
30. 1.1 MILES EAST OF HAVEN WE.
ELEV. • 1516.796
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YI PT 1. ieier to specifications for standards of materials and �- -T`1C�4S) _ 17-�1L45,
�� _ G. �• oma. c.
- L. - workmanship
AFEE
•• 2. The contractor shall verify with project foils engineer the need
I �J
Luc •�.4• / for reinforcing, base materials, presaturations, etc. for waits.
����� • ,p• ,-G — 3. All concrete paving shall be minimum of 4" thick.
p - 4. Paving and concrete contractor(s) shall coordinate his work with
electrician, drain line contractor and irrigation contractor for
sleeving, piping and conduit under all paving as required.
b. The contractor shall hold finish grade 1-1/2" below finish
'�1-E- • W1= 1-o#
surface. ,
S. The +ao'ntractor shall slope all finish surface &roam a ming of _
Id' Its •
o � 7. 411 walks shall have cross fall of 2% minimum- CITY OF -RANCHO
CUCAMONGA ,
t. All walks shall be per standard drawing 310 natural color PLAN AND PROFILE
v • . . . '• • . concrete. SECTIONS
!. All walk intersections shall be PO degrees ueies�s otherwise noted. , DETAILS 81 NOTES
T FOR
"All radii adii at walk intersections shall be 36unless otherwise ,
. noted. PARCEL MAP 8617
� o o' • , e•o ; .' � - �•, ,�� •- 11. Z:pension points, as per specification, are to. be spaced at _
GENERAL J10TE
` y �• APPROVED BY DATE - G
- -• -- # � -
maximum ZO O.C. Score line to be maximum 10 O.C.
C.E. 23889
f • < � p` ° ' � 13. All forms and . alignment of paving shall be inspected and CITY Ei�1GINEE R- '
3/A e1N5 4c/LY M NDED
/
R
�•, �. •`��� (contractor shall notify landscape architect a minimum of 48 Bourg PLOl11AN IMAIITiNEZ As60C1ATEfi DESIGN PL�may:
a olojc5 g npt.l: N N ° prior to inspection) .
�Co1. -: ��I'-0" `�� �'�• - PANNING
13DRAWN SH E E T
. 'Concrete paving shall have 2000 psi/38 day compressive strength u�oS� nxR A"TEc
C j 'r'�� and conform to ASTM standards C39. AECIL"TORYsERVCES C-C>. , WH)
F
13132 Newpert Avenue.suite 110 CHECKED RAWING NO.
Tustin.California 92690 f{L/ /�7� CaI�ZF %.
. I�� ` :PSI : NG'�" V - J �1 1` f �' agora: G•�e� l O(v�o
(714)731-6011 +
{, JN 3471