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CONSTRUCTION NOTES
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INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER STD. PLAN 1016, 25 FT. LUMINAIRE HEIGHT.
ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL.
CONSTRUCT 4.0" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
3 — CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5.5'
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006
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INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER STD. PLAN 1016, 25 FT. LUMINAIRE HEIGHT.
ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL.
CONSTRUCT 4.0" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
3 — CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5.5'
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006
0
PLANS PREPARED FOR
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CENTERSTONE DEVELOPMENT COMPANY
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NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Attn: HAL WOODS
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
MANNER THE CITY ENGINEER MAY REQUIRE
3500—B WEST LAKE CENTER DRWE
DIAL TWO WORKING
TO THE PLANS TO BRING THEM INTO
SANTA ANA, CALIFORNIA 92704
BEFORE DAYS BEFORE
CONFORMANCE WITH CONDITIONS AND STANDARDS
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(714) 437-0800
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360.73 FS
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
c
maybe incorporated herein as a res t . q�
�Z 0y
DATE
Q6 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
— INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
Q9 — INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
@_CONSTRUCT 4" PCC RESIDENTIAL DRIVEWAY PER CITY DWG NO. 102
14 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. No. 104 (MOD. W=8')
16 GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS)
17 INSTALL TWO (2) — (1) 4" & (1) 6" IRRIGATION SLEEVE ® 2' O.C.
10
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PROFILE
HORIZ: 1"= 40'
VERT: 1 "= IV
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41' 41'
82'
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EASTGATE WAY
GRAPHIC SCALE
city BENCHMARK
Date: Approval Date: _ ALLARD ENGINEERING
CALTRANS BENCHMARK N0. 8-17 3 Civd Euginmrtog - Land sum-ying - Land
Ptanning
BRASS CAP IN CONCRETE S.C.E. TOWER LEG „ w RM Sierra Avenue
343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN ... Fontana, Carnia 92335
SEVAINE RD., IN SOUTH CONCRETE BASE OF ) 3564 15 Fax (9111) 356-1795
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE. L-� �
LEVATION= 1428
_ .6ogo
David S. Hammer, A.C.E. 43976 ^ Date
.27., E
(expires 613[/2005)
(IN FM )
1 inch = 40 ft
_ASTGATE WAY
HEMLOCK AVE.
1361.15 FS
OF •CALIFORNIA
STREET IMPROVEMEW PLANS
Drawn By:
Designed Y Date:
MAY, 200
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Filename: M:\DWG\17901\STREETS\TR15961\15961—STR5.dwg