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co m o m O ao 0 o PER DWG. NO. 244 + r
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n `�' ^ _ ° T=(-2.5870)JLW.Rlfw Ada
iv -0 - PROPOSED TOP OF CURB o N N 1'65% I� II
rn = ® 25' LEFT Oq LO o y �i > 3
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2.01 % o00 o z z o= PI=1395.7
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ao m m o0 w O + of �_ �* 4M + N : .
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v Oo r'i ��' + vii �; N ^Lo
0.5090 _ 0.5090 - - - - - -
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_ °
w PROPOSED TOP OF MEDIAN CURB oo N PROPOSED TOP OF MEDIAN o M v o `" ^ N TAN.= -2.470 2 00%� EXIST. FINISHED SURFACE
LT �,y Lo K, 0 5 LEFF & RIGHT 1.65%
x 0 5 LEFT & RIGHT O " m `� -= + o N PER DWG. NO. 2447
L O 00 �- OF CENTERLINE rn N z 04% ^
OF CENTERLINE co o+, r � M N "'_ N W ^ 2' 24.18' VC`' -
z
"mr' � N PI=1395.12 >,� ^ CO
° 2.04% G1=-1.00% Q> N rn
U 00 2 p4% _ _ _ _ . - '- _ _ _ _ - - PROPOSED FINISHED G2=-4.0590 � C1 8
�- LO � GRADE 0 CENTERLINE 100.0 ' VC > 48 36 L.O.C. �„ 6 N
� _ _ - r, PER CITY DWG NO. 2913 PI=1 94.82 0° A 4=12.09 ¢ z Q
w 00 U U � w m o'4 4 4 4 z w
U F - O o o E- U Q o � EXIST. TOP OF CURB
-- O rN N UoN C 0.94%) -
m o o oo c^o ,wi v, o0 0 ao d �- U i-- g PER DWG. N0. 30 9 (. - - -
C� p� O 4 N � � U) � r7 ~ F- U W _ -
IDENTICAL POINTS _ -
� rn w 3z�> _
o + o, + v, + (ri -
m O +� M N N N ^��mo
cD o r� N 0.50% N r7 rn r i o� 0 1.16%) - --
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m + raj p')ZWUQ U F- ~ - O Nan a
m 0fo- 0 o v N '� 1.65% TAN= -1.00% w > iv- ~ ^ i o r`
CL Qr U Oo o PROPOSED TOP OF CURB o ~ TAN -3.569a oc 0° o M o o - +
o +n m U U UUF- co o� ao 0
.= o o r7 0 U F-- - t- o m O O el
+ �, ^ U 25 RIGHT + 2.02% -2.06% v E - ^ -� oo LO rn ,o rn ^ M + a; -
PROPOSED TOP OF CURB rn ,.� N M m N o r` o + r' + n N v rr,
0 25 RIGHT m rn N � co .� � Cn N N S �,
vo,' 2.06% 01 M cn Mi Ki + 100.00'
V 11
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2,04% o +
♦ � oo No 24.18' C �' 47.14' PI=1395. 7
oo + 0 PI= 1394 14
V1 0o NM G1=-4. 5%
^M G2=-3. 670
I too IDENTICAL POINTS PROEM
17 18 19 ZO Zl ZZ Z3 Z4 Z5 �, Z6 Z7 Z8 vM= Ift ft 4'
RT � 4o
xale�h ���C�� �Oo ��®���5� �"o'�•�°°�,� GRAPHIC SCALE
T ooh �� o oQ4 O QPM 40 0 20 40 80 160
�06,1 :$ - )�/110 -, 1% --1)1
a y�
EXISTING 2 & 6 IRRIGATION 1� EXISTING R/W r62 'QY ��� / ti� ti111)
10
�ti �� �, �� `�,�^�,�oti �� ho• ti ootio Al �o J��t� �o �( IN FEET )
SLEEVES + 6 ��� ��O ^�x �°� o '� o' t'� 3 o �� 1 inch = 40 ft.
o rn 9 �� O "0°� S J�
SIDEWALK PER LANDSCAPE 10 0� C*V' �� Z5 '`
V11w, °` o b;.�A.
ra �'�+ �C NORTHERLY
ZO ARCHITECTURAL PLANS �-ry,�ao�q'o ^ox,�o,`'�Q� Jj°o. �� SOGRLY
19 - - - - - - - - 28 A ���' ���°o o} o �� '�� `� R/W R/w
D 24
7' 11 __ _-------- 23 13 .8 po �• AZ W 86 W
_ - -F - -- - - -�- - - 10 `� �v��4' ��;' ® I = 43' 43' W
13 � - ��, ��x � /� A7 3z 3z1
�` �,M.E• r o 12 =� _ _ - - 8 3 12 13 ��,o ���0 `�' o°o EXIST. CURB Uj a t 18' 20' 5' S' 20' 18' w �
39 8 Q orOp� '; ' & GUTTER
z i
e`�Ox ARI 10 VARIES 12 12 12 12 VARIES 8' VARI o
23 _ _ - _ 1 1S Ss� w z 0.5' 3� 3, , w z
9S �� � / ? Im3 4 14 2 2 14 4 0.5
MIN. MIN. MIN. MIN. ¢ o
7 a,
13 e Tc %/ / AN-
2?'`3�� ISN \g o 6 2 i�
L..M.E.
13 10 z �O d' I _ _
/� � I T -LEVEL - - - - - - LINE - I
.o / I IES ARIES i
O 1,62% 205 2
N e� '� ME• } o �Q o 10 C ,__,��� i �� / '�2.05,1 8
,
� 1 27 0 � 56 v voro \ f/
12 o m c c 233^�C
a -4 PIPES ; 55 X 7 ,�" �^� 3 13 13 3
�! �' EXISTING STREET LIGHT
tP ~ CURB DRAIN 57 o "' » " » " 19 EXISTING SEWER MANHOLE .2 '13 13'
N80'15'35"W N w SEE SECTION B- B HEREON
B N `�Ox �/O� 1 1
1382.93 INV O Z 35+85.85 ECR 1393.71 TC / �,` ?089�•�� ��95-•96 A N�N�` 16' 6' 6' 16'
L=43.0 n 0 0 �' 7 if 92..OS Eg ��, Oyu, ' /N
193LACT ATOa HMO ui � � G END SAWCUT AND A.C. REMOVAL. � � TC 'p �/S '�F O/C EXIST. A.C. PAVEMENT EXIST. A.C. PAVEMENT
N END CONSTRUCTION SIDEWALK, o, Oi7yo STS �S' AF TFS ��
� WALNUT AVENUE JJN � - _ CURB &GUTTER, A.C. PAVEMENT // 9-�� IyOS ��A 4'O �jTS WALNUT AVENUE
CONSTRUCTION NOTES 0` s s,,.�� OVERLAY. 9 BCR pCC a / ' \ ` >> \ �,O 0 � �'O�c O,rS SMCLU Man l TO STA.1:+M
2O CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL C y��l 24l g4.8 4 1C °O// u r . \ / X69 FSS II 10' WRQ 1a])IAIIT
(SEE GENERAL NOTE 31 & 32) ' `f i�� 1395'2 p'� // I �� \ �Sl 3, ? �OF� , 069 SCALE: VERT.
I" = 10
3 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. N0. 1003 MDoL AfJi) ASSocIAs C 835 EC m �\ �i0 VERT. 1 - 1
6 AC PAVEMENT OVERLAY 0.10' MIN. (MATCH DESIGN PROFILE ELEVATION)
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
8 CONSTRUCT 8" CURB ONLY PER STD. DWG. NO. 1003
10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN
12 SAWCUT EXISTING PAVEMENT TO CLEAN STRAIGHT LINE (1' MIN.)
13 SAWCUT & REMOVE EXISTING AC PAVEMENT (SEE DETAIL "A" ON SHEET 10)
19 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
23 INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT, 110) LUMINAIRE
PER CITY DWG. NO. 3252
CURVE DATA
O
R
Q
L
T
A
750.00'
47'20'47"
619.76'
328.81'
B
30.00'
92'21'56"
48.36'
31.26'
C
725.00'
44'4559"
566.46'
298.53'
D
775.00'
44'56'46"
607.96'
320.59'
E
5.00'
180'00'00"
15.71'
-
F
745.00'
23'36'08"
306.89'
155.65'
G
755.00'
23'36'08"
311.01'
157.74'
��ifZA�t1p , p� , SUITE Dov DI✓R/C,� 91��1 25+1 53 // v `` a� \-4 NOTE: TOP OF CURB ELEVATIONS MAY VARY FROM TYPICAL STREET
\�`� ST \\ SECTION. GRADE BREAKS ON TOP OF CURB HAVE BEEN IMPLEMENTED
,� \ F- G,Q \ SO AS TO MAINTAIN AT LEAST A 0.1 MIN OVERLAY
RECORD DRAI V I G /�' j ," \ / �2• \�~G'\\ FINAL LIFT 0.10' MIN OVERLAY ON
THESE RECORD DRAWIN(3,S HAVE BEEN P'REPAR I \\ rL SAN SEVAINE ROAD AND HEMLOCK AVE
ED, IN �g
FPART, ON THE URNISHED BY ASIS OF FENGINEERINFORMATIONCOMPILED NOT BE � O h � Q�p � 2�, `�9� TO BE COORDINATED WITH FINAL LIFT
} A,- ON WALNUT AVE SO AS TO PROVIDE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 0 � �' Q %'
24 0 A is z 5 MIN. SMOOTH TRANSITION WITH ADJACENT
HAVE BEEN MJCORPOAAT6p INTO THE DOCUMENTS AS ��,� ��v Oi !
G. ti O DEVELOPMENT 6
A RESULT THEREOF. 24 Q J�1 s� <Oo,� STATION EQUATION -
24 �L �o� „� 36+41.44 CL HEMLOCK AVE.
025+39.27 CL WALNUT AVE.
° 1395.00 FS GB JOIN EXIST.
BASIS OF BEARINGS:
24 TO BE REMOVED OR RELOCATED BY OTHERS y� 30+00.00 CL HEMLOCK AVE.= o .._^�, \`. al
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE �,� ° 1 +00.00 CL WALNUT AVE o � 25 INTERIM FINISH SURFACE
25 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN Q� �� (1395.00 FS PER CITY DWG. �?' y 'O-4
27 CONSTRUCT CURB DRAIN PER A.P.W.A. STD. DWG. NO. 150-2, CASE II INLET, AS SHOWN ON SHT 10 BERNARDINO BASE AND MERIDIAN, BEING NORTH 00 11 07 EAST AS SHOWN ON TRACT MAP N0. �► SECTION "B -B"
" " 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN Q Q� NOS. 2445 AND 2447).
28 CONSTRUCT TYPE B RETAINING WALL PER APWA STD. DWG. NO. 618-1, AS SHOWN ON SHEET 11 OF 11 BERNARDINO. (1395.04 FS PER CITY DWG NO. 3069) \ . y NTS
REV. REVISION ONION DATE ENGR. CITY DATE OF REQUOM BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA
p SHOULD CONSTRUCTION
NOOTCONNNMCE WWrnflN ALLARD ENGINEERING OFESSq
o PREPARED FOR: CALTRANS BENCHMARK N0. 8-17 �Q���9 S H'�'yyrFti BELLGROVE If COMMUNITY PLAN
C; o TWO YEARS OF THE DATE OF APPROVAL
KB HOME Civil EngineeringLand Surve ' Land Planning
SHOWN HEREON AND CARRIED FORTH INA BRASS CAP IN CONCRETE S.C.E. TOWER LEG. - g - g z DRAWN BY: STREET IMPROVEMENT PLANS SCALE: » ,
801 CORPORATE CENTER DRIVE 343 N/0 HIGHLAND AVENUE 0.2 MI. W/0 8253 Sierra Avenue rn TRACT 16M9 1 =40
No. 43976 e, AE
DIAL DILIGENT MANNER. THE CITY ENGINEER MAY SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE �, Fontana, California 92335 0Wc Exp. -
0. TW❑ WORKING I NG SUITE 201 P DESIGNED BY. WALNUT AVENUE DATE:
Q
BEFORE- ,�. DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO POMONA CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONGL'�
(909) 356-1815 Fax (909) 356-1795 * AE STA. 1 +0000. ST 25+39.87 AUGUST 2003
o Y ❑ U DIG Y ❑ U DIG HIGHLAND AVENUE FROM SIERRA AVENUE �tiP - APPR D BY: DRAWING NO.:
BRING THEM INTO CONFORMANCE WITH (909) 802-1154 - S 13 o rF O� CHECKED 9
C1 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX (909) 802-1111 David S. Hammer, H.C.E. 43976 ate �� CALIF
a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �'�1� ELEVATION: 1428.6090 (expires 6/30/2005) DSH CITY ENGINEER
ct U
,% M:\DWG\ 19201 \STREETS\ 16269-SHT9.DWG