HomeMy WebLinkAbout1038 BENCHMARK 106-8
..............
RK NAIL C&ITER OF WING WALL
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.4 A < 15.5' SOUTH', OF END WAL�L ON WES"
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....... ...... ......
SIDE OF T(�RNEP AVENJE AND S014111�
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ca 4 SIDE OF FOQTHILL ELOL)l �VARD
SEC. I I T 1!5, R.7 Wj S.8.M.
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CONSTRUMON NOrES
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...... ....
j :, EL E V. 12'94.105
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.............
�0-04% ID-
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0 bilm/01....... ..........
� .11 i - I[#pla, �0.6. %
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FOR S MEE REES
-j----..r,7 :7 (4 a.1-1!%) or
01,eo.) 0.4 i 0161'
-- ----- L NO rES
GENERA
........ ......
T- 1. ALL STREET TREES ARE TO BE
-7 777 .............
..........t,- t-- -L I....L..�' -
+ i,EYllbl t?d& A.L.CJ PA,\lEMF-fTfj`AT.-.lC PLACED IN ACCORDANCE WITH
T
-+tI:� �7 0.
...........
........... .......
CITY 'ITY OF
4- .......... I ALL WORK SHALL BE I)ONE IN ACCORDANCE WITH IIE5,E PLANS, THE C
F
. . . . . . STANDARD 601. RANCHO CUCAMONGA STANDARDS AND THE STANDA CIFICATIONF FOR PUBIII(
T
A -
t ......11 ALI, HE FAMILIAR
.................. CONT vl`OR SH
4 J��� ...... ...�,-: I �. L'�'� -'... . I I
"7 WORKS CONSTI-IUCTI(44 - CURP1,;NT 1AAT11)N.
THESE STANDARD,, ANU
WITH AND SHALL BE RI:SPONSIBLE' IUR ALAIERANCE
2. ALL STREET TREES SHALL BE
.1F
SPECIFICATIONS.
.......... ....... . .......
t t . A.
A� T.�
-:j
STAKED AND PLANTED ACCORDING TO
L
Ho E OR I-WER POU's,
1Z.00 CITY STANDARD 605A.
..........
2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TE
)w
WATER METERS, VALVE'S, FIRE hYuKANTS, E31C. SHOWN R Wr SIK)WN 0:4
PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJAC NT AREAS WHERE
1��................................ .......
...............
T, D
IMPROVEMENTS WORK IS Tf) BE DUNE SHALL BE REMOVED
E TILIZIN AND RELOCATED OR
PROTECTED IN PLACE AS REQUI RED AT W,) COSTTOTHE TY,QF RANC110
CONDITIONING SHALL BE IN ACCORD-
r 3
.3
CUCAMONGA.
.......... .............
ANCE WITH SECTION 212-1.2 OF THE
ul STANDARD SPECIFICATIONS FOR RANCHO CNCAMONGA ENGINEER-
+
N + 3 A PERMIT SHALL BE OBTAINED FROM THE CITY OF
01. .4
c
........... .........
N ING DEPARTMENT PRIOR TO ANY ENK)ACHMENT OR CONSTRUCTI�N WITH CITY OF
C3 PUBLIC WORKS CONSTRUCTION. TYPE
co
19 RANCtiO CUCAMONGA EASEMENT OR RIGHT-OF-WAY AND
C4
IZ05
N . . .
10.ko)
L (i;0.24 ti)
b.10 0 ORGANIC AMENDMENTS TO 3 PARTS 4 ACTUAL STRUCTURAL SEC ED AFTER SOIL
...... .. .....
ED
E'kl FXJWF-klT '3.4-" ��OUT R OF-
9'.T4R
"34, 0.c
5 TRlC, GAS, PHONE, OR OTHER UTILITY Lngft4fs,
4.
MAINS OR CROSSI.NGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
U
............
tj R R
......
..........
(ROO
M-
6 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
PACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFIDRMED A NO
...........
EN REPORT WITH TH
0
L4 to k9
............ ...... P VAL
.... ....... ........
PRIOR TO THE PLACEME14T OF BASE MATERIALS AND OR SURFACING-
4'-7L� ge�OU-T K, OfF
LLTUR rE� op �F 5.
C) ''T
'Op�0 . C 7 M G, A MATERIALS REPORT SHALL BE SUBMITTED '
........ R 3
..........
.......... .......
R VERIFY I
............. ........
0
............... 05 STABILITY, OIL CONTENT AND &R&D&TiOld G.'
....... O IMMVE.�&RT9E> XV-E TO 5E
... .............
DO.
WHEN C WRETE t% PLACED ON NATIVE SOIL WHICH CONSISTS OF A
.........
'KS
ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVIG ALL RLx
SUBJECTI
ro.
WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHAM
'ER THAN THE
WLITY
0 43
Lo
NATIVE MATERM.
+
0+IF
N
7
..................... I.......... ...... 9 CITY APPROVAL OFPLAS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILIT
F
F� T
MR THE CORRECTION OF ERROR AND OMISSION 0151-OVERED DURING CONSTRUCr
ION
te ......
............................
TI '0
/z-00
li �RAE>
L BE PROMPTLY SUBMIT -'D a
'to 0,
f
THE CITY ENGINEER FOR APPROVAL
....... rRIPING WrES
HAZARD FREE,
10 WORK SITE AND EXTERIOR STREETSSRALL BE IN A NEAT CLEAN-,
�tj
.......... �I -4�L . i
EXI ILEir I C-J�
...............
7 ORDERLY STATE, THPOUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON
61 'TR 0 F
.... ...... T
14-
. .........
REQUEST OF THE INSPECTOR.
REMOVE EXISTING 411 WHITE LINE BY SANDBLASTING.
ca
Au
4
RrICAI SCALE
V a Ln
Ic Ol ..... ..... ................... 4 11 RT
t 0'61 pp
PAINT 411 WHITE RIGHT EDGE LINE PER STATE STANDARDS. SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS
........ ........... r-Ll q%F- QATIX NT OF AGGREGATE
'TED TO VERIFY.- SIEVE ANALYSIS AND SAND EQUIVALE
COMPLB
+
HORIZ 40'
AS E
[3] LINE PER DETAIL 3 OF STATE STANDARD PLAN
LINE
2
........ ......... GAS r- AENUE
L 12 PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE ANU PAVEMENT
VER r. 4 1 1 '� . -
.............
NS 1, PLAN
..............
(PRIOR TO FINA
.4 ifttCAL w TESTS TAKEN TO DETERMINE STRUCTURAL SECTIO
>
r4l
�.!. ?
....... ......... APPROVAL) .
RVg, w
>
+.................... <
CH RQd
r2 I.
D WHITE STOP MARKING ON
....... .......... NG WORK ON THIS PR02ELN SHALL FAMILIARIZE
13 MY CONTRACTOR PERf
E LY RESPONSIBLE FOR ANY
HIMSELF WITH T
A.C. PAVEMENT USING
.......... ............. ......
0 N
Cl RECTLY OR INDIREC
6 7 8 9 /0 12 13 S WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON
PROPOSED FOOTHILL, 9L. THESE PLANS-
GRACED DIRT 60, 30,
131 Plvlopocz�ED c-.)TREE.T VAGNTIOM A" 14-, CONTACT ALL UTILITY COMPANIES M RE&UIRED 2 WORKIM6 DA'(5 PRIOR. TO
FLOW LINE 123.Scfa 12, .- 1 9 1111 - ;0-- 1 now PRQJF-CT EXCANATIDM: PROVIDED FOR. YOUR CONVEKIEKICE ARE FQLMWIMGr:
mol E SIDEWALY, LAYOUT IS CONCEPTUAL ONLY APPROVA.11L. OF THE SITf. I . . I - -(800)422-4132
FLOW LINE VARIES 4-1 FIMAL c2lbEWALK LAYOUI 5HALL BE MADE IN 'THE FIELD A.MD A-. -' GENEAU TELEPIfONE
VARIEAzi p7RDM OF GUTTER--- ADJUB-TED AS NECTScakRY -TO MEET FIELD COMW-TkCINIS A5 ARR!RW HIGHWAY (FOR UNDERGROUND SERVICE)
APP ICOVE BY THE PUBLIC WCRW� INSPECTOR AND PROAECT B. SOUTHERN CALIFORNI
0.51 YARIES FROm 2 S,/ P- FLANNIER FRIOR TO FINAIL CQN�MLUCTIOM.
TO 2191 E. ST. (714) 529-2889
92b2l
VARIF-ep FROM
EV5T
ISMS PROPOSED Sib, C. CUCAMONGA COUNTY WATER DISTRICT
FINISH GRADE
BERNARDINO RD.
SMOOTH JOIN WITRA TH 3 RANCHO CUCAW)NGA, CA. 91730 (714) 987-2591
EXIST. A.C.CAPPROX. 1/2* ED + '�ROMTXGE ROA.0 To E51E REMOVED N NOTE' PAKKING TO BE FROHIBITEID ALOPAGr FOOTHILL WCINlry AfA P
BELOW THE NEW OPEN GR BLVD. 13Y PAINTING CURB RED WIT14 AN
EIR41F SEAL ACCEPIK13LE COME. PAIMT AMD BY T14C PLACEMENT 15 ENCROACHMENT PERMIT IS REQUIRED FROM CAL TRANS PRIOR TO DOING ANY
SEC rION A A O.O.W.D. - - (Nor ro scALe)
Nur To scALE) 1w, olk VJAI& SCALE, 1 40' OF "NO PARKING AUYTIME" SIGNS PER STANDARDS. WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY.
MAI kI 34, 1 �k� SAW BEIRMARDIND CO. TROt"S C3UIDC PA&E IZ 8-3
41, SEE) 16 ALL WORK WITHIN THE HIGHWAY RIGIIT-OF-WAY SHALL BE TO STATE
RnPOUTIA OF P Ft 0 17 OF q:L F-yjEjT. IMPR0VEkNEklTgb PER CI'TY STANDARDS.
&Zi OF RARCA0 CLICAMOM&A. FLAM 065'5
7YPICALSEMON-FOOMILL. BILVD.. DEVARTMEM.T PLNM-lPILE MO. 17 UTILITY IMPROVEMENTS SHALL BE DONE ONLY UPON THE APPROVAL
1110 OF THE UTILITY COMPANY TO OWN AND MAINTAIN.
5 TA. 7*JFO.O9 Tp /,?*06100 (PROPOSED) PER Cl-TY OF
072
- R- 6.9r 7,�� WAMO w 04.4
0-5-9 is ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER-
Os-I FbR T
Nqr rO,, 5, CA L E) ��O 5 51
0 NTS, EDGE OF PAVEMENT
04.6
-GRADE ELEVATION AND ATNOT MORE
EET OF SUB
W.M. THAN 50 MOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED
04.2 - ------------ 031 0 EDED AR WARPED OR VERTICAL CURVE AREAS.
W. to 04.2 -
- /
OJ4 0,3.1 (03.11)t RIM 805- 19 17 ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRAD3, A SOILS STERILAN-r
1 0,5.4 RE U HA
C13.3 UNIFORMLY APPLIED AT THE MANU RECOMMENDED RAT
Z"Gr- FACTURER'S E MR THE
0 FULL PAVEMENT WIDTH PRIOR TO PAVING.
N POOTMILL
ui wl;5 w EY-142T. .C. F'AlEhAEKIT :2 IS+04. 73 E.
he + FO 0 THIL L 8L VD. 20 ESTIMATE or QUANTITIES IS PROVIDED BY THE ENGINEER ONLY MR THE
cc 1991 1- -V 4 t M. CONVENIENCE OF THE DEVELOPFR, THE CONTRACTOR SHALL MAKE HIS OWN
-j F--j r-.J W 899 5fal 0 E` 2 cq 04.4 Ij RAJAO MA 14-
11. 04.6 1.0 04.3 04.4 1,2 A 11DETERMINATION OF CONSTRUCTIO14 QUANTITIESBEFORE SUBMITTING A BID.
Lu NN 4 - rl ANY ITEM OF WORK REQUIRED BY THESE PLANS WHIC IS NOT
CU -- 1.13G RIM E NSIDERED AS INCLUDED
r- r-- 5 74. fa 4'
'730.09 Ln MA bF
S+76 R 4 7 (01.25) RIAA IN THE OTHER ITEMS OF WORX.
3V cb. OF CnAUCUT LkviS pi C4 (13G.75)± TOP 14.* OF
EYISTING 41' WHITE EDGE LI?JE--\, cc j, CoTREET P`LXM FbR TRAtt t:R% 34.01 S.OF
JOIN E)USTING STRIPING FER E)AU EbERkIWIDINO,CO. c� 03.4 12"STL. PIPE �5AILI BERMARDIM0 CD. ROAD
LEN
PJGH T C.a\261 - * tl
emA -LUINE A I A- n DEPT FLNM *F IF50 21 STREET SIGNS PER CITY OF RKNCIIO CUCAMONGA STANDARD N"ERS 401
a
E
v
.... .... ........
...........
COMCATRUC r wl'141GIR
A.C. �PIKIF
Wo PER, CAL 7 ....... K2 A our'4 S.05)IfVY-OUT wy.s &a.
23.
INSTALL STOP SIGN
.... .....
IPER STATE STANDMS
U?
0�/ Frut SPEET -6 szo (151
�4
A? 7
X.4
I% ole MIN.
e % f- L.t 1 24.
+OG
0
.18
xp 01.4 00.4 0 C.4
CA+co 0. IMSTA LL STOP SIGN ftl PEIL
I F MG,Tplic.r I 01�5 rq HEADER CUT 382 25.
NOTE CO No. 38
ANY WORK ALONG OR IN THE STATE'S RIGHT OF CUR-6-V C.UT T Est 6�6 I�mc`lug �D CAL -TRANS FOR SMOOT14 JOIN Fb)p.3-31-09
W 00.
+
EII.15T. IN LRIVEWAY APPROACHM5 FER 61
PAIRiT 1211 WIDE caTOP BAR OM L 0
bj I'MMAIG DEPT. APFROYAL CONIC. DRIVE AFFROALH PER '%ItS.78 A C
C k 6�1 199.1 Fff- - /I),: TRP%Mcj STANDARDS 19a78 A.' 1)
' a REFER '10 GRKDIMG AM bMMAGE FL��� + eF- 99.5 4VI ��*-
'200 99-6 BUILDING 3 V '
OF RANCHO CUCAMONGA. ANY DAMAGED OR DESTROYED to,
LL--ros-51.3z FOR PROP015ED ME-510WIMTL .9.9.2 0, se.raw 60'. Ix E05T. IMPROVEKAE-MIcn, PER
AT 99.4 ptl 'LIB.00' CIO.7 99.5 F;L,. 24.00, M, SERMARDIMO CO. C=TREET
L 11 Ila, I&
-0� 0 6,5 tj FLkki ;7.6R T9[kCT U0. 2664
L's 4010 39 ary oF RANcHo cucAmoN&A
-991
T� 2 Z. 3 EA. EA. H R OF CURB RETURN T 9 Zlo.S131 AD PER CITX 0RWG-WO.lO9B
\NITR POR V�.o
R AN PER C 1 M G&MVINIG. PLAN AND PROFILE Cup. OAC /9
QUANMIES coNsrRUMON NOMS R-S 55.001 + to PRIVAT
6' MXST ARM. CAL TRANS REQUIRES Inm I �,
I EA, CONSTRUCT WALEL(HAIR RA.MF AT CENTER, OF CURB RETURN L 15 4%0j Co I :z
T :3 4.15 9'PER CAL TRANG SID. No. Na-B CAGE E. 3 + 10
630 L.F. CONSTRUCT 8" CONCRETE CURB -AND 2411 AL TRAM' :t THE EXISTENCE AND LOCATION 0F'ANY UNDERGROUND UTILITT
GUTTE' A PER C STD. Mo. 6L vn
w foovl*
Q FOOrHILL
A2
HE FROM 575 A-Fer wsr oF RAmom
.F. Q MEANDERING ON EACH MARBELITE POLE. !I i 9 is P 8" CONCRETE CURB AND 2411 GUTTER HA OUR KNOWLEDG8 ,THERS AM NO EXISTING UTILITIES HXCEPT
SIWK O. -304. WH RY AND REMOVE EXISTING FRONTAGE 30 AVE IL "A" ON AS SHOWN T AVENUE rO RAMONA AVENUE
840 L.F. SAWCUr AND REMOVE EXISTING A.C. PAVEMENT, THICKNESS ASSUMED ROAD AND RAMONA AVENUE STREET IMPROVEPIENTS INCLUD- GRAD E LAN FOR TAKS DUN PRECAUTIONARY MEASURES TO PHIDT&CT THS MILITY
(D TO BE 311 ON NATIVE FOR BI LIMITED TO 8" CURB AND 18" GUTTER, 7" APPROVED Y N'
AND A.C. PAVE14ENT (3" THICK ON CITY ENGINEER R.C.
MENT OVER 4Y' CLASS II CRUSHED
10,500 S.F. @1 NATIVE rOR BIDDING PURPOSES) . CONSTRUCT 361 WIDE COMMERCIAL CONCRETE DRIVEWAY
ENTIRE WORK AREA SHALL BE OVERLAYED SO THAT . APPROACH PER CITY STD. NO. DES147N CARL W DONMOYER 8 A-550C.
WITH 6" CLZAB UNDER CONCRETE.
6 EA. RAISE. EXISTING WATER VALVE COVER TO THE PROPOSED M.5.L. r f4 0 1433 E. ALOSM AVE., SWE L
REPRESENTATIVES. SEE GEMERAL NOTE No. ZZ. HE PLAN. COORDINATE ALL WORK ENDORA
7 EA. REMOVE EXISTING TREES WITHIN RIGHT-OF-WATOF DRAWN CA. 9/740 3HEE r
CONSTRUCT VARIABLE THICKNESS A.C. PAVEMENT OVERLAY WITH A
2,800 S.F. @ NOTE PROPOSED STREET UC-ATS NOTED IN (818)965-.1710
1". AVERAGE THICKNESS IS 3" FOR BIDDING CONSTRUCTION NOTES G AND 3c3 ARE TO M.YV.-9. M.25.
PURPOSES. ENTIRE WORK A 1 EA. RAISE EXISTING WATER MANH 1 EA. INSTALL 5800 LU14EN STREET LIGHT PER CITY AND SO. BE IMSTAULED Bf SOUTHERN CALIFORWA.
4,c
D "u
I\R
C JiT
Ix
41b
EDISON COMPANY AMD ARE n BE CHECKED DRYWIM NO.
WITH THE CUCAMONGA COUNTY WATER DISTRICT. . INSTALL R-26 COORDINATED AND PAID FOR 13Y THE I
PAVEMENT JOINTS MATCH LANE LINES AS DIRECTED BY STATU'S F RC E Mo.J8382
M.S.L. 0.38
REPRESENTATIVES. MARBELITE POLE. DEVELOPER. AV. REVISION DESCRIPrION DATE APPROW 6FA rfi' 53& 108 Mo. 96-Be
JAJ as las
FOOMILL BLVD._
ary 8ENcH mARK lo6-8
4-
_4 PK. NAIL IN CENTER OF VVINCT WALL
201 ALLEY
F 20* ALLEY 15.5' 5OUTH OFEND WALL ON WE5T
7". to,
101
9
Ak R.
It to,
SIDE Or TURNER AVENUE AND SOUTH
PROPOSED DRAINAGE
SIDE OF FOOTHILL BOULEVARD.
7. r�:..
tj EASEMENT TO THE CITr
J. 4 Ln G kn
-4 le- -,4 W U, 'i 4 W&A
V.- T in LO,4
zz I .- ;.1 11 - I i��.
Ld
io ....... f 34' SOUT14 OF OF RANCHO CUCAMO 5EC. 11 , T 15. ) R.7W) 5.8.m.
_j.
SAWCUT LIN
U + 0
%9 tq
1204. 105
uk
Ln wo,
0.5,
...........
re u
FUTURE 2"X411 REDWOOD
ALONG
PAVEMENT
..........
. ........ HEADER ALONG EDGE -EXIST GROUND LEVEL LWE
EXIST aROKEN
OF A.C. PAY
EX15T A.C. PAVEMENT
t VEL LINE-1 41% 111 vigil
............ Top 4F L 41% 015,
!�6 0. 0 Ic N
................. k. .10,4
TCN7, OF 61RS 'SE! 6 F
SED ON-SITE
r FUTURE 3"THICK FUTURE I'THICK A.C.
t PLANTER CURS
lac&lki PAVEMENT OVER 5" FAVEMEN1 OVEfL S"
(SEF GRADING AND
AGGREGATE
OF LOCAL DEPRES51
CRUC3"EID AGGREGME CRUSHED
TVIN EXIST 1MPRQ1 DRANAGE PLAN FOR
BASE aAcbe
FUURE 'Y WID EXIST. PENCE TO
7
ON-callE CONSTRUCTION
T REMAIN IN PUILE
CONCRETE DRAINAGE
TAIL
Sm DIA.SEWER
SWALE PER DE
E)LIC.)T. FIRV_ 1AYOWALLT
0
....... "D'* HEREON ON IE
26AZI:F EC INA.
... ..............
. .... ........ ILI
MTHEKOVER EXIST
..........A.C. PAVEMENT ...........
. . . ...... ..........
...........
ALLEY
rypIcAl. SECrION
r YPICA L SEC rION
.............
DF
.................
IMPROVEMEWS) tNor ro scALE)
. . . AV
..........I � I rAll. co (FUrIlRE 1UPROVEMEWS) (PROPOSED
........ DerAlL
-00 TO 7+30
STATION ro STATION 7+50 TO 12*75
SCA E. I"z2O'
SCA
L E. 2
N TI. 5.0 Ra 3G
..... PARAA90LIC FLARE (Nor ro scA L v
T 1.- 5.0 R 3 ra
..........
% COb f
LTLCTUR'r .Flow
30'
. . .........
.......... . . ..........
mfuz. typt QATO
SWA
E M T -8 -E XIST IA.IL
0 L� 4-
<
Tj
fj 4,
...... ----
fj
u
4
...........
-In
�4,
+
LLI" I ; I -3 ' '' "' I
<
..........
+
is . I . -1 .1
Ir
0 0
LL
: -
.3
........... 0
%OF LINE
+ m
+
;� Ld
A
Lo .......... 4-
...... .........F WIDEIL CMIC::I�F
.(4� QF PROM31 0
..........
kn
�z ........
'T
D�AIN�Gg, SWALI NORTR PF
.... ......
.............
tj
0�3 a %j
_T7 S4
> F
A.
NG' C. G Dq A
5T : --t
120
ry
4,
fj
t
(j u
X.
ul. (n
........ .....
O_ ++
0 0
4 tj k.
La
...... -----
T_rju, u
I E R.T-.f
t
BLOCA
9.1 EX IcaT.
............
PROACH PE
4
to di af IN PLACE
PROFIL E SCALE 1b AP
9 CITY DURWG.
. ....... .......
1021 TO BE
7777.7
...... .....------------
�?4%
.4a .......
HORIZ. 40' + �REMOYED
.......... AT 9 ;q W C.CLJRa)l
P�OpqsE
VERr 4
....... -------
EX15T. 8"
.......... .......
co
(j 2 'D AND Z4" GUTTEK
UILLP
........... ............. ...... 91 1
ad
......... ...
rA
IT'
.......... ........................... T
................. ...........
CALE. 1'�-20'
L L
5 6 7 8 6 7 8 9 /0 12 FO 0 MIL L 8L VD. CURVE DATA
31/2" x 161/84 PRECAST UNDERSIOEWAIK. 4 9 .7-4 Al. a 2 830 SW 4011
REtTANGULAK DRAIN PIPE MANUFACTURED It TSO'
ay INDASCO, IMC. OR APPROYED EQUAL PER I RAMONA L 11.71al
EXISTIN6 IMPROVEMENTS PER CITY ON-SITE GRADING AND DRAIM PLAN (M?K0V1rAENAvj FEK eAN T x 7.501
REFER TO GRADING, AND DRAINAGE t WL41 BERNARDINO CO. STREET PLAN
OF RAVCHO CUCAMONGA PLA6w_ 1 05.7 05.9 cli %; 0 - 19)11 30.01 ED-
0.5.1 0-1.5 FOR TRACT No. 3OS4 AAIb ?EIL a 7.so,
rILE IVD. "%-I FOR TRACT c14-01:3 PLAN FOR PROP05ED GRADES ON- 51TE
05,8 CITY ?F-WGr. Mo. IO9Ja L 311.11al
2
04.6 u I URE BUILDING ?A T x TSO1
13 U I L D I N v
96
PROPOSED IO.S9WIDE 00
M. w M. 11949 'fd FF DRAINAGE EMEMENT
T f
r 04.2 CITY OF 96.6
42.9 7
PANCH 1-3 CUCAMONGA 06 6
(95.27)R) A
+ 96.-57 7 17
Al a
SEE oE rA a-19
. . .................
.......................
LL
in ..........
CONG RUCT G"A.C.PK5 ................
(1 2 E. ALLEY
........... ......ALONG MAROUC FLARE FEZ 777-77 LIAE .................................
_rCONc in m
FO 0 MIL L m 60-&b- NS-A TY, A 8/.VD. S RAMONN
TV-6 TO RAMONA 6 7
.............
7 ........ qO,
7 0 4,6 i I CAL E:
6.
_IMORD�, EMENTS-
5-74. *1 PE S -SAVVCe
_�N 5 U T
EXISTIN& IMPROVEMENTS tiR 3
'ST 30
LE
96.1 w
14A'IICSLOIT Llf�e::jAT 35, ILI UT 11 OF J�, �)i .i-I Ly E w
PER SAW BERNARMNO CO. OU TH
94.5
STREET PLAY FOR TRKLT E
4.W 0.\� SEWER
MAIN K"Ax lit- YIETITS'-3054 in JIF )ALLEY %OUTK OF I F-xl T V'14IGH
41 94.6
Oki
w4 La IN;
IL.... ....... ......... L OF f/1/& IAIL C. L 7
-4
E IN PLALE
13_T >
Q 9-17�j 93.4 00'
EKIST 80 COMC:/.�O/ ELE M COk
EXIST WHIGH CHAIN LINK FENCE in
six rn I" f" t,
OF LOCAL - A IO.S' SOUTH OF t. TO REMAIN co N
CURa U3/ IL co.4
IW EXISI
FEATHER TID PR9YIDE k-,FL.2 1%MIN. 1.3 n SAN aERNAR0fNO COUNTY CTREET
+
IN PLACE EXISTINCr (MPROVEMENS PER
c*j N
2s-.
iiWCY E aid o' N,2050SUOD" SzO.(0ep,-- '0 �cj
9
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37 8 ILDIN& I IT�1(_N1_OF LOCAL DEME55ION 0IM4 I00� _j
EXIIE)T. IM.PFCOVEMEA.11742 FER TO GRAbING AND DRAJNAGE
IZOIAST.G. 60, LAN FOR PROP05ED GRADES ON-SITE
I ZOO.45 F L. %j
!4 +% 1-2 11 515 10 F
CUF;V1E DATA j%A 6 C400
.1u I
. Iss,Il I Ts'. 15;W.4'0
Rz 4.001 Ft B5.nA#
L A*O 0-61
L 11.041 T 20.111 T 22.621 PROPOSEC 13" O(A. R.C.P AND
CATCH EL 'INS PER SHEET 3
en
%n F
T
5; !2 1
W >9 rA
tj 0. 455 S.F LEY APPROACH PER DETAIL "B"
�$A Cc 011AWMES CONSMUCrION NOMS. ON SHEET Z. RADIUS =T51 4o. 38382
Lo LJ Exp.3-3189
3z i >;
Lp . I- * 1 11 265 5.F SAWCUT WHEN NECESSARY AND REMOV88XISTING BROKEN
+ Q1 + cd 1040 F I 4' WI
LA fl. A.C. IN ALLEY: 2 THICK ON NATIVE FOR BIDDING DE CONCRETE SIDEWALK ON
1 0 OF c
PURPOSES; A!40 KAMONA AVENUE.AIftll CURB AND 24"GUTTER.
ON NA
AND A.C. PAVEMENT, 3"'TREK: TkVE FOR 3IDDING
CONSMUCMN NMES PURPOSEC.
HADER ALONG EDGE OF
OF CURB RETURN PER Is 200 5F CONS ary or RANcHo cvcAmvNvA
PAVEMENT OVER 8" CLASS , MENT..
II CRUSHED AGGREGAT
PRI NOE TO CONTRACTOR PLAN AND POFILE C V P 85-49
CONSTRUCT 4" THICK, 41 MINIMUM WIDE, CONCRETE MEANDERING BLVD.
545 L.F I
i Q) ALLEYJ36 3bvrHoFFoorH1LL 86clu
i DETAIL "D" ON SHEET 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
0 INSTALL 2"X4" REDW I Fnlommi FEEr wEsr OF RAMONA AVE rO RAMONA AVE
PAVEMENT. 132 L.F AT RIGHT OF WAY
TO BE 3" ON NATIVE FOR BIDDING PURPOSES. FOOMILL BLVD FRON5AGE ROAD
OUR KNIOWLEDGE THERE ARE NO EXISTI�G UTILITIES EXCEPT
IN NO. 1 PER CITY STD. NO. 502.
CONSTRUCT 5" THICK A.C. PAVEMENT OVER 9" CLASS II CRUSHED 611, D = 3'1-611, t = 311. FEATHER* OVERLAY EXISTING A.C. AS HE CONTRACTOR IS jEQUIREDITO FROM 6go FEE r wEs r OF RA MONA A VE ro .575 FEE r tfEsr OF
TAKE VM PRECAUTIONARY MASURES TO PROTECT THE UTILITY RAA40NA AV
CONSTRUCT LOCAL DEPRESSION FOR SIDE OPENING CATCH BASIN IN PROPOSED ALLEY SECTION. LINES SHOWN AND ANY OTHER LINES NOT OF REWRD. OR NOT APPROVED 8Y DArE
ARY AND REMOVE EXISTING FRONTAGE ROAD AND T ER CASE "C" OF CITY STD. NO. 518. - SHOWN ON THIS DRAWING. CITY ENGINEER RCE. N0.';xef1z
G = 41-011, H = 411. 1 EA. PROPOSED
RAMONA AVENUE STREET IMPROVEMENTS INCLUDING BUT NOT LIMITED RAISE E OLE RIM TO THE R OA
i �(a DESIGN CARL W DONUOYER a A550C
ELEVATION SHOWN ON THE PLAN. COORDINATE ALL WORK
TO 8" CURB AND 18" GUTTER, 7" CONCRET
1435 E. ALOSrA AVE, SWE 1. 41A1j;e_07r 4
6" MIN. AND 12" MAX. DRAWN GLENDORA, CA. 91740 sHEE r
-6 EA. RELOCATE EXIST I H (818)963 5710
T RO tVLYV.5.,AJ.IV1. 2 op- .3
PLANTERAREAS. COORDINATE ALL WORK WITH SOUTHERN
*4
DRAIWIN
CALIFORNIA EDISQN COMPANY AND THE GENERAL TELEPHONE CHECKED JaeAm&!k:fx4RCrNhY83 4;
COMPANY. A10 REVISION DSCRWION OA rE [4APRa M.S.L* -13& 1/08/Vd 811- 1038
JN 85-as