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Q o 25 25' I _ `o•
I I x 1 6" TD. PLAN 0. 1003 r y
CONSTRUCT CURB &GUTTER PERS N 41, F Y o f t �► 3r_CD z INT. 10+00.00 RANCHO FONTANA VILLAGE PARKWAY cn u';_ _ O _ = f';' v: !I 18'1$ + od ;rs li �' :k
CD oo �-- N U 2 CONSTRUCT X GUTTER PER STD. PLAN NO. 105 (MODIFIED W 8) ( 1 0N�
z STA. 23+19.44 SULTANA AVENUE Q a, INT. 12+50.00 RANCHO FONTANA VILLAGE PARKWAY r + U
F--: + x W + V) - w U �3 -CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN N0. 1006 T � 18
Co CD 4 z> J w STA. 5+17.26 LYTLE CREEK AVENUE Q 4 CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 OLYMPIA AVENUE
+ cn o+ o Q 55 CONSTRUCT 4 MIN. A.C. PAVEMENT OVER 12 COMPACTED NATIVE MATERIAL (L INT. 12+50.00 BOISE AVENUE
CD w 6 SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT SEE SHEET aJ = STA. 10+00.00 JUNEAU LANE
26 AS SHOWN ON DETAIL "A" ON SHEET 1
REMOVE EXISTING A.C. PAVEMENT
oo� �8 -- INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 CURVE DATA
WQ� 99 CONSTRUCT 8" CURB & GUTTER PER STD. PLAN N0. 1003
LC ooW 11 REMOVE EXISTING A.C. BERM DELTA RADIUS LENGTH TANGENT
++ (Dwef 12 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1007
°-��' 13 CONSTRUCT CONCRETE GUTTER PER STD. PLAN 106 (MODIFY TO BE 3' WIDE) �A 90°03'27" 30.00' 47.15' 30.03'
Under round Service Alert CS 14 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) B 90°00'00" 25.00' 39.27' 25.00'
12+90 1.0% 1.8% g 15
REMOVE EXISTING CONCRETE WALKWAY
13+40 -0.2% 1.2%��eEF°oE r°Go Call: TOLL FREE 16 CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL C� 29°35'30" 57.00' 29.44' 15.06'
13+90 0.5% 1.1% �P 0 1-800
17 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) D 90°00'00" 43.00' 67.54' 43.00'
14+40 1.0% 1.4% " _ 18 INSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER STD. PLAN NO 1016.
14+90 1.3% 2.3% �� 227-2600 SCALE. 1 4Q � ,
«�® 19
15+40 � 2.1 % � INSTALL 9500 LUMEN H.P.S. V, #10, 27 HIGH STREET LIGHT PER STD. PLAN N0. 1016. EJ 149-11'01 58.00 151.02 210.45
Two WORKING DAYS 20 CONSTRUCT DRIVEWAY PER STD. DETAIL NO. 102
15+0 1.D0%% 2.7% 2.7% 0 1.7% BEFORE YOU DIG 0 20' 40' 80' 120' 160' 25 CONSTRUCT 8" TO 12" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) 29035'30" 57.00' 29.44' 15.06'
16+90 1
16+440 . 26 RELOCATE EXISTING STREET LIGHT TO STA. 10+51 BEHIND SIDEWALK
90°5753" 30.00' 47.63 30.51'
OWNER DEVELOPER.
BENCHMARK: SEAL -ENGINEER CSL ENGINEERING, INC. CITY OE FONTANA, CALIF'ORNIA
/
C Y B.M. N0.361 EO.= 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF OeROFA. s/ ' 11651 STERLING AVENUE, SUITE E
NEWWEST 4�' Pio Ski � RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE:
NAIL IN POLE 1536697E APPROVAL SHOWN HEREON AND CARRIED FORTH IN A C� 9y22ci (909) 785-5122 * FAX (909) 785-5180 STREET IMPROVEMENT PLANS
PROPERTIES S.W. CORNER SULTANA &BASELINE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE w m
SE TRACT 15964 1 -40
REVISIONS TO THE PLANS TO BRING THEM INTO . 12/31/05 DESIGNED BY:
* ExpRANCH TANA V GE PARKWAY DATE:
369 SAN MIGUEL DRIVE, SUITE 375-A CONFORMANCE WITH CONDITIONS AND STANDARDS IN s PREPARED BY: R.C.E. N0. 25917 RAS JUNE, 2001
NEWPORT BEACH, CA 92660 qT C101 ���P EXP. 12/31/05)ISE VE,
(949) 640-6420 * FAX: (949) 640-6484 MARK BY DATE APPR. DATE EFFECT. FOF CA0 , �_�o _ pZ CHECKED B APPROVED Y. '* _ P DWG. NO. SHEET
ENGINEER REVISIONS CITY RICHARD A. SCIANNI DATE. DEC
CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3017 3 OF 11
JN545/01-09-02/545-fsip3.DWG/S:40