HomeMy WebLinkAbout3543-2APPROXIMATE EXISTING GROUND
0 20' LEFT
L-19.55'
L=39.27' L=39.27' - -�
PORTION OF L.O.C. LO.C. w
PI=1433.58 4 4 4 4
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APPROXIMATE EXISTING GROUND =47.12'
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a APPROXIMATE PI=1429.51
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APPROXIMATE EXISTING GROUND1 I
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ALMERIA AVE
SEE SHEET 4
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ti GROWN LINE OTHERSL, �-
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8+55.47 ALLISON WAY � _
NO. 1 _- -- -- - --- --
S e �'1 F 18 ' H-- - �I 6 I I , 10+x.00 MIA COUP PR6ED y
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TRA O. 12314 I
12 EXISTING WALL 3 a 5;; � EXISTING PROPOSED ECR 1437.29 TC
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EXISTING I I I o } � � '` c" CMP RISE 20 21 22 Rf W 1437,56 TC
60" STO i i i EXISTING R f W ¢ 1 `-" 9 �' ` E c
PER CITY D 19 91 I I�
SHEETS 4 & 10 i e " �", g 55 54 53 52 `° (( °° 9 ,
TRACT 12314 o ._ _= r. i.. a r. w I ' EC 8 -
{ s3I
i �' 1+34.52 ALMER AVE 14 11 143 TC Lf GEN9.
EXISTING ' ° ' °' '� _ ,... 2_ . r.r _� 1433.72 FS
. ^ : i I 1 1435.73 TC U,
18" SEWER AW {:F 1125' 25 1 PROPOSED AG PAVEMENT w ca
PER CITY DW { TRS I 1 ' O.c'.47 \. • \ GRIND AC PAVEMENTSHEET1015 OF 15 C�G '° � 67AWBA
5l 20 } 20� /� _ 5 s 40
1T2AGT 12314 SHEET 9 OF 18 j ATHENA DRIVf AVENUE
ENUE AG PAVEMENT SAWCUT AND REMOVAL
SEE SHEET 3
CONSTRUCTION NOTES CD 1O CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
OL T
SAWCUT AND REMOVE EXISTING AC PAVEMENT Q 12 PROTECT IN PLACE 22 CONSTRUCT BRICK & MORTAR BULKHEAD AT THE END OF EXISTING RCP
2 REMOVE EXISTING AC DIKE �-� ,2, 14 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS; 17) ON 25 FT. MARBLELITE POLE OR 27 INSTALL R1 VOP" SIGN AND LEGEND PER GALTRANS TRAFFIC MANUAL
3 SAWCUT AND REMOVE EXISTING CURB AND GUTTER �b APPROVED EQUAL PER CITY STD. DWG. NO. 1016 SECTION 4.03.6, FIGURE 6-33 & 6-36
4 GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY 15 PAINT 12" WHITE STRIPE LIMIT LINE PER CALTRANS TRAFFIC MANUAL FIGURE 6-33
5 CONSTRUCT 4* AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32) I6 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139 BASIS OF BEARINGS:
6 CONSTRUCT 6 PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 18 REMOVE EXISTING SIGN
BEARING ARE BASED ON THE WEST LINE OF SOUTHEAST QUARTER OF
7I - CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDTH) 20 REMOVE EXISTING CMP RISER & GRATE SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16085-1,
(D -ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 21 FILL EXISTING RCP Wj SAND M.B.282116-20, BEING: N00'04'38"E
REV. REVISION DESCRIPTION TATE ENGR. CITY I DATE BENCHMARK
SHOULD CONSTRUCTION OF REQUIREDIMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR:
o vi TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. X361, SPIKE IN NORTH FACE OF P.P.
_ SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET
YOUDIG 16L:�y
YOU DIG
TOLL FREE 1-800-88?-OCOO
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DILIGENT MANNER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, 136697E AT SOUTHWEST CORNER
CALIFORNIA, 91730 BAS,ELINE AVENUE AND SULTANA AVENUE.
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH k ; 291--7600
> a b CONDITIONS AND STANDARDS IN EFFECT FAX (909) 291-7630
'fESSIGA PL ALE ELEVATION: 1365.01
CATAWBA AVENUE
SEE SHEET 3
..,. i
1 _
li 25'� 26"'1-1
5' i 20= 2 it 11 1 5,
�-
SEE SHEET 3
ALLISON WAY
GRAPHIC SCALE
(IN fiffr)
1 b& x 40 ft
Prepared By:
ALLARD ENGINEERING
Civii Engineering - Land Surveying - Land Planning
6253 Sierra Avenue
Fontana, Cadfornia 92335
'906-1815 FaX (909 356-1795
- z-(3
David S. Hammer, R.C.E. 43976 Date
(expires 6/30420051
i
13+00 i4+00
1
1 BG
1432.28 TC 31
143U.YJ IG
1 32
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PR
HORM i" 40'
VERT:
E WAY LOCATIONS SHOWN HEREON ARE
)XIMATE. FINAL DRIVEWAY LOCATIONS
DIMENSIONS SHOULD BE TAKEN FROM
APPROVED PRECISE GRADING PLAN
THIS TRACT.
SEcc i rK D Wigs
No. 3 -Mo
;-ISA SEWER TO
ADJACENT TRACT
�Rof ESS I pN9 CITY i O FONTANA CALIFORNIA
A RANCHO FO TAA SPECIFIC FLAN
DRAWN BY: TRACT NO. 16568 SCALE:
w No. 43976 M AE AS NOTED
ATHENA DRIVE & ALLISON WAY
oG
Exp. 6I30/05 � DESIGNED BY: DATE:
* * JFIEW STREET I PRO ENT PLAN ,TUNE, 2004
CHECKED BY: PPR BY: DRAWING NO.: 2
� Ofi GA 1. \ e � RJA
CITY ENGINEER R.C.E. 51 52 3343
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