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CAvSTRuCT FLong WALL CONSTRUCT FLoi�O WALL CONSTRUCT FLOOD WALL 2mortar cop MASONRY WALL NOTES
3/ PER DETAIL 6 PER DETAIL 7 PER DETAIL 6
32 1./2
STA. 22+00 N • 2- #4 Cont. /. A/war# and talent§short contorm m awry reetpet to Ne Aolesl
C. bi`fbn of Me th hsrm Av**V Coat Slid aw g r#rol:'►Ar A%V/ORO
END YELLOW CENTERLINE STRIPE ;DASHEV) N EASEMENT FOR FLOOD WALL N #4 of 16 "ole of wall centerline SION C0*1
- - EX/ST/NG CONCRETE CHANNEL PURPOSES lV C
h .� 2. AN ma"my bloc*~be ftAbw comerefy uMts- 6roab N confbrm#q
/3 D EAST R/W 8"x 8"X /6 con c. block grout so/id
to ASTM C-90.
I21# \ 3. Mortar shall be , / Po-ftw ev"e t, 2-//2 sand, //W
STA. 39. B9 HERMOSA AVENUE °"'J Path
/2' END 8 W/LE WHITE TRANSIT/ON STRIPE 1 O y port Aofed 44m (T)ip!►M1.
STA. 21 t5l 4, &VW shall be,/M"Pbrltand CROW, 3 pores fflWW sand, 2polls
END WHITE EDGELINE STRIPE - - r-__ _� -- - f7niSh grade pea pra1e/, Aid ,yb,of o t/uid cbvrs%sMncy lAar will Slow
I -- STA 21 t 39.45 I I I O
pou-pp w~ sep�rp�►Ibn of IM canstihk►N port:
4 of /6 � o% •c S. Pbrtbrd cenw shot/conlbrm to ASTM C-150
I 1 :STA LA' ' z209.9•T-11'+Lao;fE' ca
N
Q ° I I ° N 6. RlrOdy-nNx a'nfy sha�I be mNxlsd cowSIM�rer+►d AA Oe+corabr,'ce woo1 / 45 `- --J 45 ` ASTM C-94.
\•
7. Aggregefas her cavrcre►e shah mtel the typnhe>nenls of ASTiM C-33.
3-#4 cont. 3 - O B. Pftfic cement shot/ hove Aess Jhdn /2% of the fblot voki re M
ognroved types of PAWiciring agents and shat/conform to at/of
the repurements for Portland eemenf In ASTM C-150, except in
\ w respect to the /imitaltans on insolvable residue, Air-"rai*?Wo,
Q j
NOTE : and movilkx►s subset►-*,?, to cokinalion.
Q I. OM/r HEADER ✓O/N rS A r /6 O/C Ar FIRST couRSE. 9, ft inforelfp ~ SAW/be ifttormedi" PVOV a f&,p+rd boil W
cry a� 2. STRUCTURAL DES/GN PROVIDED BY EDMUND C. FOERSTEL ,
born may be p W) conform hV to A STM A-615-40.
S.E. 957. (ON =1Le) AD. Alt reintorcenwnN s1wl, Anctan, ebw is, and other inserts sW br
Q u Z31 3. SEE FLOOD WALL DETAIL 6, SHEET 6 OF 6 FOR or euro Nntosten� .n the torts prior to the pouring of eonete/s
>� v
W 7I MASONRY WALL CONSTRUCT/ON NOTES. 90117horctng SW slbA'be Rioted os elbW OR PbM and be Ms
SEC T/ON Dal rust sett
STA 20 t 05 BEGIN DASHED YELLOW STRIPE _O NO SCALE /2 AMlntmum s +es a✓refnlorchp shN In mOtonry Said toncre/e 30
END SOLID YELLOW STRIPE ti oiamewl or 24 AwAvs, wNeOrr" ii owfer.
1 13. Conlcre/e hat toofongs shot(have o minimum comprr"AV strength of
i
2 DETAIL 7 2000 ps, aJ the end of 28 abys. Cancreh shot,be morhine
tared using o maximum o/ 6.6 pe/ibns of water per Sark o/
cement Maximum skimp not M exceed 4 inches
N. Cow-rMr c&-ft sho/1 ewMr n b AC/ Spic/fkbf i?s.
6/ /5. Albr►imum eoncree cover: 2#x-,Vs ol footings poured against Aw,
1
inches of lbotitps poured alDoins/earth.
' 63 M. Ab pov"f/ons of ally shtvh)ro/oNnronts sA&//be permitted unless
4wifica/ly dirtalArd on the pons or Enginew p4ws wriflen approval.
_ STA. 19,,28-48
BEGIN B WIDE WH/TE TRANSIT/ON STRIPE /7. Slid qWt ON lefenflOn courses•
/B. Prow* conNnuevs M 4 of fop~to Fv*, m (to 1.
STA. I9*05 Existing R-I sign STOP
BEGIN YEL LOW CENTERL INE STRIPE(SOL ID J /9. Growl ON Ce/1s covrlbinitN reinforcement.
-- ZO Wrlteot CON joints shad'be cvnvs Iew M wens M& ore grre►er
than /00 feet in /enpth. 4 nfs to be spaced /00'&maximum or
N of m%or structural section cbffWs. Aforironto/ reinforcement to be
STA. /8+72.48 F SHARON CIRCLE _ SHAR_ON CIRCLE
Continuous through /bin/.
N89049 23"E 2/. Bock type shot/ be opproved by Planning Deparffnenf prior to
0
ginning of construction.
l ti ti
STA. 19147
END SO LID YELLOW STRIPE PS
u " x S
w
CONSTRUCT/ON NOTES 2"Mortar cop eIL
„ , 5 i `
1 4 �\
60 60 PAINT 4 YELLOW CENTERLINE STRIPE (SOLID) with RAISED MARKERS 2#4 cont.
m
Simi/or to City of Poncho Cucamonga Std. 407.
E61�;7-PAINT 4WH/TE EDGEL/NE STRIPE. #4 at /6 "of
4>t
f wo// E
62 PAINT 4 DASHED YEL LOW CENTERL INE STRIPE with RAISED MARKERS per Q
Existing W-17 sign 'ISTOP AHEAD .3. - , d01 O City of Rancho Cucamonga Sid. 407. B"b/OcA
63 PAINT STRAIGHT ARROW of 30° TO CURB.
PCC SidewoAl
64 PAINT RIGHT TURN ARROW. 6
65 PA//v r S TOP AND STOP BAR. 3 c/% /yp., T-
STA. /7 f 47 BEGIN SOLID YELLOW STRIPE
6 min.
END DASHED YELLOW STRIPE Q 66 PA/NT STOP AHEAD „ LEGEND. c' _
1 I 67 INSTALL R- I SIGN (S rOP) .
W N -a 3 c Ir. typ.
3 I 1 (68 INSTALL W- // SIGN,
A 69 PA/NT DOUBLE YELLOW CENTERLINE STRIPE ( SOL/D) with RAISED MARKERS per
typW EASEMENT FOR FLOOD WALL PURPOSES City of Rancho Cucamonga Std. 407. 3#4 cont. L� L
W �1 N 70 INSTALL R- /8 SIGN. 3�-0�� #4ot /6
@-�-PAINT 8„ WIDE WHITE PAVEMENT TRANS/TION STRIPE with RAISED MARKERS per
3 City of Rancho Cucamonga Sid. 406.
72 PA/Nr 8 „ WIDE WH/rE STRIPE ( SOLID ) .
3 T3 PL ACE TYPE L' MARKERS AT 50' O.C. , FROM STA. /O 4 30 rO STA. 15 f 80 per FLOOD W,4 L L DETA/L 6
Cify of Rancho Cucamonga Std. 403. E:
0
O)
21 �
�D( Z STA. a/6+00 W
�
1
1 ►�. W
o � ?
I � �
h
S/X TH STREET y
(46 Q MODIFIED ALIGNMENT OF FLOOD WALL
a 'Zn a 2 AROUND SCE/GTE VAULTS. R.A.B. 228
g 70 2 W
DELETED EMERGENCY FIRE ACCESS AND
ADDED FLOOD WALL- STA. 2012/.95. R.A.B. 4-211j&o 6.),4-81
h 0
W ri
MARK DESCRIPTION INITIAL DATE INITIAL DATE
REVISED APPROVED
3
2
6O ~ °w �, ~ � 01 CITY OF RANCHO C CAMONGA
64 67 72 I 64 6I 69 V, m U
65 NORTH R/W /
� 2 Existing guard roil TRAFFIC CONTROL PLAN
\
HERMOSA R-/sign ��STOP�� �\- 14510 I 262.55 M S/XTH STR ,, � / Z � AVENUE_ V FRO S/XTH STREET
-- _
SIXTH ;STREET
E
--- --
----- -------
-- L__ s - - -- - � - - ��° c • 8F Fes, FROM HERMOS4 AVENUE TO 76/ f EAST OF HERMOSA AVENUE
dols N _ ____ �,- w 2 ? OR- 87-19 Q 20
:a. 2?877x -:0PARCELS 1, 4, 5 A 6 OF PARCEL MAP 5499
Q
\ y rd Q APPROVED BY DATE
9 12 ea. l
73 �\ N89 4 4 54 W I q
tee � Tc , F- J. �\�/ CITY ENGINEER R.C.E. 22397
---EDGE O F PAVEMENT
-� �' DESIGN �-- RECuMMENDE
b � b b b � � � � -___---_ -� ,,�-- J ROBERT A. BEBENSEE , R.C.E.
\�� /
" �� typ. / I 9121 Haven Avenue- Suite 270
Existing R-/ sign 'STOP R.J.H./ _ lV
P.O.Box 1614
�Exislin R-i sign 'STOP Existing guard roil „ DRAWN Rancho Cucamonga ,CA. 917 30-8614 SHEET
9 9 V Existing PC.C. box culvert
STA. IOf 0 0.00 SIXTH STREET= STA. 15t 78.50 SCALE: > = 40 R.P8. (714) 945 - 2119 6 OF 6
STA /4t 00.00 HERMOSA AVENUE 65 69 6/ EX/ST/NG SOUTH R/W ANGLE POINT EDGELINE STRIPE
WCHECKED C.E.22877 DRWG. NO.
3333
Robert A Beben see Exp. 12-31-89
Q j C/TY DATE 3-3f-8a FILE NO.