HomeMy WebLinkAbout4689-41005
C. L,
PROF T LE SCALE
r�L•
A IL�tL
MANHOLE
FRAME 13 COVER PER
ttOD
STD, NO. 204
I
ADD 2 a4 Bat
SIDEWALK
�x�
IL EL
/ 'Typicol RelMaclrlq
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to
PLAN
H
S ljt"e 1/2" STEEL
ACURB
AUTTER
aC
\ /X,91i1"e
y \� ��
ANGLE PER SID. NO, 2060
W/NOSUPPORT BAR
B" C. F.
Flow Lint 10"C.0 2" R TC S,o-
4" R a" C.F.
A
Tre:%Man
TreneilLon L EL
a"to'10"C.F, B
10"to B C.F
3.0
Flow Line O,SO"/.NM.
4-�-04
part ilo Ia"
r4 Bat `v la"
SECTION A -A
MANHOLE
r • 4 Bort 01 12" O.C.
to a
-0.50% min. I- Li �a Bolter
SECTION B-8 • Bore 0 16" 0. C.
NOTES:
1. CONCRETE SHALL BE CLASS "A"
2, FLOOR OF STRUCTURE SHALL BE GIVEN A STEEL TROWEL FINISH.
3, TOP OF BOX TO HAVE SIDEWALK FINISH.
4. ANCHORS SHALL BE SYMMETRICALLY SPACED AND NOT TO EXCEED 4' BETWEEN CENTERS,
AND BE PLACED 4 1/2 FROM EACH ENO OF THE STEEL ANGLE,A MINIMUM OF 3 ANCHORS
IS REQUIRED.
SAN BERNARDINO COUNTY TRANS. DEPT.
KEN A. MILLER OUTLET STRUCTURE 210A
Director of Tronsportation
VERT i 1 in = 4 ft
HERZ I 1 in = 40 ft
;I SCALE 1 " = 40'
7 _
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6
SECTION AT N. SIDE OF DRIVE APPROACH
4-
2' 2'
� e
DRIVEWAY DETAIL -
NO SCALE CONCRETE SWALE
N T.S.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
CONDITIONS OF APPROVAL DATED 12-16-93:
10' 31. Driveway approaches shall conform to county standard 129, and shall be t
5' S'Ti �� n n_, n n
17 MI constructed prior to occupancy. Driveway to be street type with 20' radius return,
L+ 'rN t� ii 4' .� 1"1 lvJ minimum 5 from the property line.
_ _ , N g rt 49. The applicant shall construct the curb and gutter with match -up paving 48' from
DIMENSION VARIES '-1 I I,TI�,�r11 IL � I to C' 1a 1 centerline on Slover Ave., per City of Fontana Standard. Curb and gutter with
match -up paving _'from centerline on as shown on plan and attachments shall be
(SEE PLAN VIEW) constructed prior to occupancy. The applicant shall construct the curb and gutter
DITCH SECTION� o a ^ S with match -up paving 53' from centerline on Cherry Ave., per City of Fontana
N. TS. + rn ,� _� l Standard shown on plan. /NST ' _ i� ,���iEeT/�/�j
15 f1 66 _' 2 50. Curb and gutter with math -up paving -' from centerline on-- as shown on plan FXPLIN�.�O�/�/Q/,UT r"�3D/O.C.
/ m " CA � 2.V= )6 U = L ° � and attachments shall be constructed prior to occupancy.
~1� Z P P Y•
of
►� ��, R 1 Q Z 51. The applicant shall construct the sidewalks on all street frontages. Show sidewalks �� v
a; r I II I I !lJ 2 1~ Cf>1_4A
}r�4 G�+1 �� 40'5 \SOL I I I II I I rt �, 10 ! '-I ��r on plans. Place the following note on the plan: Sidewalks as shown on the plan �a
f III I + shall be constructed prior to occupancy per standard 109.
I I II I I
rG l004�62 FL 100�.9� I I U I I 1
�rh Z+S'8�'9 er&N CEG. n w", \O GL I I ' `O + Note: As a result of field inspection on 2-6-95 b Si Zermeno, it was determined that
D D J j I I I I1 1 I i U ,n Z P Y
z—z_ _ = = - / `� i� L�� rG /00/.69 Fl- '001.02 d � i I I � �I U no curb, gutter or sidewalk would be required along Cherry Ave. at this time. i
_ _ Q .\ tNi5 ASA ro_CSE FILLEn I { ! I
y - s A W SrP1 L 26 LF OF ZX10 WITri 5AN,it� ANS ?" Or PC; ot�I l� 6E I o l SfA 65+39.3 FGt;�R F0.E N'/ Ua'r �i _ - - - - - - - - - - - - - - - _�,
o �o • Li . e °, { o oiybn'. ` . w l7/1TG11 EX,lSTlN6 ,� R - r0'" r0 rC Hr -10, I ;!• / x - - - - TOn r
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£P (998/0) 8 U8 £ND EP BEG/N 1 BL'010 28'14 O (;L t3Y Ot} r,F'S - - �-
i5-A2-r4 '\ .;6„MIN. F
• P,�OP05£D £P F.F.+1100:`887” t�
— � TG 100)2,11 FL 1001.6/
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I .» / i _� _ _ -_ - _ �. - EXIST. EDGE UNE - ✓
\_ o :.:L.78� F/- 1008.::1055) gT�
I 0 r ePADDLES EXIST. - -SEE DETAIL 04� /it/5 ALL 2- ��E�AK ry
T � I -- BERM � _ �__��0 FV'_
NOS' : FOR TREE AND STUMP REMOVAL � /' � n=----�_�...__ 'c// !%EA�I/D�('PL1aCE G• a
REFER TO SECTION 300-1 OF
THE SPECIAL PROVISIONS OF THE y � ,.,J c �: . h �u ,� l EXIST, loos 4s rc 4'c�c•swALE
S s 4 Lrs I a. 0 ';• I I ;! W I i ':. / Jl +wlt. HERtroN
to ;'t �' \ \ N- � "`�' SIDEWALK � 100566 FL, 1'6R oc
STANDARD SPECIFICATIONS � - \Iq � g �'^' � 1 , . �� � . �.4 I ,.II �I I ' �:.� �
a .,,.,......,.
1-e00-4.22-4133~
I . ;
r IrS 71E UM 1 !1 t CAU. AT LEAST TY".)
`�VIAL V' Ci WW'4"b;IGDAYS PMVT
11 ,
YOU D! ,
TO EXCs+VAT112 i
40
AL
II VICE AMT
OP SOUTHERN GWFC MA 1
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LC'.AT104 OF UNfERCROUPID UTILIIL'S BY CONTACTING
UTILITY U`::>CFGROUND SERVICE ALERT AT 1-800-422-4133
::=7'7'7777=--7-=-7 77777%,-=
%; h � � � - 1 1 r J 3 • •: d � a. � a� � i s � ��.N �n �ty`^t ; + I , I I �.'y^°•->- ` 1 �1 r �
cvo
J (p
O
a
r
N GRAVITY RETAINING WALL DET.
O 2 s ri 0 65 tSx
cy �c + (0 25
rr;�SCALE 1"= 2'
N I
i
Q ►�
13 �11yy 6 + `- II I t�I 11c /n 3
Flo ca 3 �, , I I I
�`i < 1 I I iti y Aw �q
��, it EXIST,
ills +: Revisions Prepared Under
Q orl o CAG.
�'` 31 1'tIO`t7`�t w. tiaq�� The Supervision Of:,
Q 220-1 110 0 FAjtf� POr5 J.P .
;-
+ Q° 0 F�StRi:"',P1dt 4320 l ,
2Q ® INSTALL DRWY, APPR. PER ATT. DETAIL LE V Lf~-,� 3 O�; Cx�••---� _ f}
INSTALL DRWY. APPR PER STD. (1 EA.} Blandwood St.'
���+�� �.. Imo: � �,� a'�" �"`,, ► �-^� �s � �.,.. .� � x:��; �-�a r�+�-�-.�.:--• c� � � � �p 9724
1 � � [ t �O sv: 4 - L �L��, c_ Ali taF, c�?) 0 Downey, CA 90240 .
�'CAt 3-t-gs (310) 862-7291.
� �"' �s'����" � �� II "'�°' 0 " � �'°" 'S? INSTALL GRAVITY P,ETAIN.W.-ILL PER DETAIL THIS SHEET(95L.F:) • ,Jz•
(THIS SHEET ONLY) Q ® CONSTRUCT SIDEWALK PER CITY STD. 109 Q2 ® CONSTRUCT DRIVE APPROACH PER COUNTY STD, 129, W_30' KURT LEAV R.C.E. 49320 DATE 714 670-0941
INSTALL 6" AC PAVEMENT (SEE GENERAL NOTE i5 - 670�� TONS � � INSTALL 1"A.C. CAP OVER SAND PER SECTIO^J A. -A (1,310S.f") � ) 1;
( - ) Q2 31 CONSTRUCT OUTLET STRUCTURE PER S.B. CO. STD, 210A WIDTH= 4' - 6" Lic. Exp. Date 9-30-96 (310) 862-3529 FAX F
-
�. - . Qb.-
7 INSTAL 2 �.+ �.+••�-
I 442 � L 2"x10"REDWOOD H� R F .: •-_ _._,::...� .,....... ,-;;-'�;� . ...... ...... . .. �:. ,. _r
8 CLASS li AGGREGATE BASE (SEE GENERAL NOTE 15) �S�-C.Y. ® OD ADE (25L..);. I y �_..:3... �,.�.--_..�_..�,,.__ ...... ,..__ ._ .. �'•� _ .._ .0 :.... �__.. !77.777 -
INSTALL :-...:�..._•.._.._W. .� :... ,,: _ _, _ _._.u.
-'-'_rt?� C C'f Under lrZ:." SLipirri�:^vel Of Ei Lt �fa�� Ftr`1u U [t'it.i\JlF11� ` lr"�!! si�ti k1�111t \iaG"'
GRIND
Q &. OVERLAY AC WHERE INDICATED ON PLAN (VAR. THICKNESS) 75 TONS
REMOVE EXISTG. STRUCT. (L.S.) ROEtSS/o:
• A
3 6" AC BERM PER CALTRANS STD. PLAN TYPEA871, POWER POLES TO BE REMOVED Q
Q 335 L.F. �1 RELOCATED BY OTHERS (1 EA)
N,q`
,... ...,� m..., l�MIT
Q SAWCUT & REMOVE 1 MIN. FROM EDGE OF PAVEMENT 200 S.F. � ,� � � I"Pj ry 2 DRAM; BY: ,�,^ , �<, scA��. "
r r c _ P 11� w.S c� �, L S� SLOV R AN t`c.t�i 1,T T" O i1:,--':siICIS. 1 _ 40'
05 INSTALL DEW ACCESS & DRA.NAGE CONTROL (DETAIL ON TITLE SHEET OF PLANS)W-20 2 EA. I fi r,.i7 fir'-�r ,*r No. 40964 m Ii --
s _ Exp. 3/31/95' t7D—ES10ED t3Y: _ . . DATE:
REMOVE EXISTING PAVING 4,500 S. F.
"iU� ®•FO" T€?+Gv G;y C"" �.s ...
2Q, ADDED DRIVE APPROACH AT NE CORNER 3 f �° '" ' 1;8� 11/03/93
,, n •..._, c -_- �� C1V11\Q �'z �•.�G:/, /c l�A,,f� Date : l -s -y ; - --- p
a CONSTRUCT 8 CURB &GUTTER PER CITY Or FONTANA STD. 101 240 L. F. r►; �. ' � X110 cf /. _ f DDED STR.IMP. S,E.CORNER •14.94 Frc. ��, j./�,9� Fa Fps rE CHECKED BY: APrROVtD BY: DRAY.'NG t,o.:
i R f. r I F CAt\ s ...� �,/ i.�p,vd t
16l REMOVE& REPLACE 4 THICK SIDEWALK PER STD. 105A 472 S.F T Lieu : Vii. L 'tip" �` f ; � REV• REVISION DESCRIPTION DATE ENCR. CITY DATE e; � l ,%;� Cc/'l .^ Ij�7 i
LAI : RPOU ,0S R.C.E. 40964 F. T. DATE:3/31/P5
r 2250
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