HomeMy WebLinkAbout2095 gimil!I,gimisi 1,i:,Illim Ili!giliffillp 1,1: 1
120-A
T MEN T OF
BRA,5,5 DISC IN S END OF HE WEST CONIC BRIDGE ABUT
A STEEL GIRDER BRIDGE ACROSS THE ETIWANDA FLOOD CONTROL
CHA NNI 1.4' S. OF S HA NDRA li 8.0' S. OF S- RA IL, 9 POL ES E-
112' E OF MIL EPOS T 95 & 2. 1' BEL 0 W
OF S R 0 CHES TER A VE., 10
ARROW ROUTE TRA CKS.
EVA TION 1128.OJ9
uCAMONGA
8 7H S TREE T �k THE CITI OF 11?ANCH0 C
GENERA L NO TF-
Li
gOEN
u
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
L
6 TH S T
CABLE: ADELPHIA CONSTRUCTION- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS.
CONTRACTOR SHALL BE FAMILIAR WITH AND,SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
(800) 626-6299 (PORTION OF RED HILL) QUARIMES-
AND SPECIFICATIONS.
CHARTER COMMUNICATIONS CORPORATION -C 7701V 2,816 S,f-
Z> U1 CONS TRUC T A.C. 0 VER C.A.B. PA VEMEN r SE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER
NO TES 9 & 10.
6680 VIEW PARK COURT SOILS ENGINEER To VERIFY SEC7701V AF7ER1ES77NG, SEE GEN.
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-
I L.F
RIVERSIDE, CALIFORNIA 92503 ONE SHALL
S17E (909) 987-6275 CONSTRUCT 8- CURB ANG GUTTER PER CITY OF RANCHO CUCAMONGA WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE D
BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO
SAN MARINO ST STO. 104. (TYPE A2-8).
COST TO THE CITY OF RANCHO CUCAMONGA.
816 S f
CONSTRUCT COMMERCIAL DRIVEAPPROACH PER CITY OF RANCHO
ELECTRICITY: SOUTHERN CALIFORNIA EDISON COMPANY it(�) I I
-7 CUCAMONGA SID. 101-C, 35 ,i Of 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
7951 REDWOOD AVENUE
1,J21 S F WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
STREET IMPROVEMENT PLAN
IN
MlilliTY iiiiiii�CO�NTA�CT�S &�DMI4�ELO�PM�EN�T RML.ATMD AG.EN.CIES
s
4 TH 5 TREE T FONTANA, CA 92336 (D CONSTTUCT 4" SIDEWALK PER CITY OFRANCHO CUCAMO/V6A 57D. 103 FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS, OPERATIONS, WHETHER OR
(800) 655-4555 DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA 2 EA. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
----i b COIVS TRUC T CURBSIDE
FLOOD CONTROL DISTRICT:SAN BERNARDINO COUNTY FLOOD CONTROL DIST. SID. 107-8. (W=J) A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
825 EAST THIRD STREET I'm SF
COLD PLANE 5' WOE ADJACENT 710 CENTERLINE TO JOIN LINE, AND 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS,
SAN BERNARDINO, CA 92415-0835 U6 HEADER CUT EACH ENO AS NEEDED TO /O//V EXIS77NG ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY
VICINITY MAP -8104 -OF-WAY.
(909) 387 4,275 S,F CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT
N. T 0.1 J' MIN. A.C, 0 VERL A Y
EA.
GAS: SOUTHERN CALIFORNIA GAS COMPANY AMONGA
INSTALL R26 "NO PARKING" SIGN PER CITY OFRANCHO CUC 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
RESIDENTIAL 1(800) 427-2200
STD. 401-B. SHALL BE SET AT ALL HINGE POINT, EDGE� OF PAVEMENT POINTS WITHIN 0.01 FOOT OF
COMMERCIAL 1(800) 427-2000 ('01rr'll 7Yji ",0iiiiii -FOOT INTERVALS. ADDITIONAL
-4iol,60-0K�r. 6(7 0 L.R SUB-GRADE ELEVATION AND AT NO MORE THAN 50
�o 010r)GA CP7VO- 14RS-
A0t+oeK_9W_S , -1 0-40VC00 CCA040
PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR
SEWER: CUCAMONGA VALLEY WATER DISTRICT -0-r EA
VERTICAL CURVE AREAS.
@
10440 ASHFORD STREET P4to P0A AOO C-00"IP047-bP40 'i
AMONGA, CA 91730 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR
RANCHO CUC
CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING.
(909) 987-2591
15 -UNDYAL-QUANnUE5L
GA VALLEY WATER DISTRICT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
WATER: CUCAMON UB-GRADES SHALL BE PERFORMED AT NO
COMPACTING ORIGINAL GROUND AND ALL S
JJ2 L.F.
10440 ASHFORD STREET REMOVE EXIS71NG 8" AC. DIKE. COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
RANCHO CUCAMONGA, CA 91730-0638 SA WCUT AND REMO VE I' EXIS TING A.C, PA VEMEN r J32 S,F COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
El PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING.
(909) 987-2591
EXISTING SUR'�VEY---MONUMMEENNTIAATIIIOUNN.*.
CHINO BASIN MUNICIPAL WATER DISTRICT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE C T
ENGINEER. LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL
I HERE6 Y CER 77�-Y THA T I HA VE IDEN 71FIED A L L SUR VE Y MONUMEN IS OF RECORD(S) THA T COUL D BE DIS 7URBED B Y 9400 CHERRY AVE. # A CONTENT AND GRADATION OF ASPHALT PAVING.
THIS PROIEC T A L L 5A/D MONUMEN,-S WHICH CURREN TL Y EXIS T IN THE f 7EL 0 A RE SHO WN ON THESE PL A NS A NO FONTANA, CA 92335
P.O. BOX 697
ARE DESCRIBED AS FOLLOWS.- 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
RANCHO CUCAMONGA, CA 91729 TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS TO VERIFY SIEVE
NO S'URVEY MONUIS WILL BE DIS 7URBED (909) 357-0241 ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
METROPOLITAN WATER DISTRICT 10. PAVING SHALL BE PERFORMED IN ACCORDANCE NTH R-VALUE AND PAVEMENT TESTS
�?,OFESS/ 700 NORTH MORENO AVENUE TAKEN TO DETERMINE STRUCTURAL SECTIONS�
LAVERNE, CA 91750
(909) 593-7474
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A
ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
TELEPHONE, VERIZON WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE
(800) 483 3000 FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE TO
No. 43714 MATERIAL.
Exp� 3/31/2007 CALTRANS: CALIFORNIA DEPT. OF TRANSPORTATION, DIST. 8
464 W. 4TH STREET, 6TH FLOOR 0 BE PLACED ON SUB-GRADE, A SOILS STERILANT
4 TtD.- 'Vli 1E111X1711Hy__711 12. IF THE ASPHALT CONCRETE IS T
CHER, R.C.E. 4,1371 SAN BERNARDINO, CA 92401-1400 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND RIC.C. SHALL BE UNIFORMLY
EXP. JIJ112007 civii (909) 383-4561 PUBLIC INFORMATION APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT
F C PO� FIRE: RANCHO CUCAMONGA FIRE PROTECTION WIDTH PRIOR TO PAVING.
10500 CIVIC CENTER DRIVE I
P1?1OR To OBTAINING A CONSTRUCTION PERMIT FOR THE PR011 A COPY OF THE CORNER RANCHO CUCAMONGA, CA 91730 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVEN ENCE
RECORD FILED BY A QUALIFIED R.C.E. OR L.S.' WITH THE COUNTY SURVEYOR FOR EACH (909) 387-8104 OF THE DEVELOPER, THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION OF
MONUA'l T SHO WNG THE REFERENCE TO BE USED To RESE T THA T MONUMEN T A F TER CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED
NE FROiiiii SHALL BE PROVIDED TO THE CITY CITY HALL: RANCHO CUCAMONGA FIRE PROTECTION BY THESE PLAN WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES
E 77ON OF T
0"FL 10500 CIVIC CENTER DRIVE SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
11VING A CEI?III:ICA TE OF COMPLETION FOR THE P/? 7
PRIOR 7*0 08 7A 0 ECT, A COPY OF HE RANCHO CUCAMONGA, CA 91730 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE
CORNER RECORD FILED BY A OUALIFIE0 R C.E. OR L.S W`7H THE COUNTY SURVEYOR OR (909) 387-8104 CONSTRUCTED AT EACH INTERSECTION.
ING "ONUMEN IS A NO THE REL A TED PERMA NEN T W1 7NESS BUILDING & SEFTY: (909) 477-2710
THE RESETTING OF THE EXIST
(909) 477-2750
A&NUMENTS AFTER COMPLETION OF THE PROIECT SHALL BE PROVIDED TO THE CITY PLANNING DEPT. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY
ENGINEERING DEPT.: (909) 477-2746
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED PLAN REVISION SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, ,CLEAN, HAZARD FREE,
ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 'UPON
BN BACK OF WALK REQUEST OF THE INSPECTOR.
EG EXISTING GRADE lill WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE,
FIG FINISH GRADE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST
FS FINISH SURFACE REQUEST OF HE INSPECTOR.
TIC TOP OF CURB 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO 1EXCAVATION.
FL FLOW LINE A I;
LP EDGE OF PAVEMENT ......... d- L
FF FINISH FLOOR R DUI TS
THE EXISTENCE A NO L OCA TION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 0 CON
PAD PAD GRADE 'r`Y A SEARCH OF AVAILABLE RECORDS TO THE BEST
il SqOWN ON THESE PLANS ARE OBTAINED
TW TOP OF WALL
OF OUR KNOWLEDGE THERE ARE IVO EXISONG UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
TF TOP OF FOOTING CONT?ACTOR Is 1?EQUIRED To TAKE DUE PRECAUTIONARY MEASURES TO PR07-ECT THE UTILITY1,
HID HIGH POINT HESE PLANS. IT
LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON T
LP LOW POINT F 5 R
SNALL BE THE CONTyACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS 0 THE UTILITIE 0
TOP OF SLOPE ALL LIABIL17-Y
STRUCTURES cONCEI?NE9 BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES
RATE OF SLOPE
UNDERGROUND UT'LITY PIPES, CONDUITS OR STRUCTURES SHOWN
TOE OF SLOPE AND RESPONSIBILITY FOR THE
OR NOT SHOWN ON THESE PLIAINS,
E-XISTING CONTOUR
- -S- - EXISTING SEWER
- -W- - EXISTING WATER CONSTRUCTION CONTRACTOR AGREES THA T IN A CCORDA NCE W1 TH GENERA L L Y A CCEP TED CONS TRUC TION
pRA C TICES
CON57RUcTION CONTRAC70R WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
EXISTING FIRE HYDRANT HE COURSE OF CONSTRUCTION OF THE PROdECT
RE,5PONSIBILITY FOR joB SITE COND17IONS DURING T
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SHALL BE MADE TO
S RUCTION CONTRAC.
PROPOSED CURB OUTLET A FPL Y CON TINUOUSL Y A ND NO T L/M/TED 7 0 NORMA L WORKING HOURS A ND CON T
f-URTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY A/`vD
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROdECT,
FINISH CONTOURS EXCEPTING LIABILITY ARISING f ROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
DAYLIGHT LINE
_NNN,
PROP.
ASPHALT PAVING
SC4
W'LY Ili Y R14Y
R/W CIT
No. 4371"?,",
33' DESCRIPTION OF REVISION DATE APPROVAL
CONCRETE 33' 1-1C, E
,q
y u
RANCHO uu
REMOVAL 11, 22' 22' CIT
YI
12'± ------ -ILE
STREET IMPROVEMENT PLAN (Sr, PRC7.
OVERLAY 5' COLD -ZI 1' MIN 6.5'
PLANE 0.5' 77TLE SHEET 01
'�V PROPER TIES
EAGLE CHA I?L ES SIVI TH A
COLD PLANE fn� '-A,
4
6 1161 E. WALNUT
0 7
2 2.0 0 STA. J7+ 18.80 THRU STA 41+00
CARSON, CA 9074b
(J10) 5J7-8190
PRIC 2007-00953� :3ubTpm 18680
_40
DATE
APPROVED BY:
CITY ENGINEER R.C.E. 2495-J
PROPOSED DESIGN: eMpMA RECO D D:
C&G lAlvD DEmopumrVE-slav CoRpov
CRB 2313 E. Philadelphia St., Ste. F
Ontario, CA 91761
DIPICA L SEC TION -1466 FAX (909) 930-1468
(909) 930
SHEET:
DR,-\WN:
CHARLES SMITH AVGN(49
DIAL TOLL FREE
-2-
�_20^00 CRB DATE: OF
1-800-227'
AT LEAST TWO DAYS CHECKED: KEVIN J. RICHER DRAWING NO.
REFORE YOU DIG KLIR R.C.E,43714 OB NO. 2095
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA f?0W 2007-00575 EXP.3/31/07 0
!ill iijim lig:�mlifflimmil 1
IN NINE
..........
120—A II ........... BRA 55 DISC IN S END OF THE WEST CONC BRIDGE ABUTMENT OF
IA STEEL GIRDER BRIDGE ACROS THE ETIWANDA fLOOD CONTROL
T1085
ICHA NNEL, 1.4' S. OF ST HA NDRA IL, 8.O' S. OF S. RA IL, 9 POL ES E.
IITI084
Tb+CN 108J _ S 112' E. Of- MIL EPOS T 95 & 2. 1' BELO W
OF ROCHESTER AVE., 10 J4 TRA CKS.
.. ......... IIELEVA TION 1128.0,39
0 TCo EXISTING TOPi� 0 00 IF 8'i�i CURB; I (C ITC-� 0 22' LEFT OF 0S 00,T .......... .........+I +00 0 0 0 00 0+iT0,+ ..........T0 ........0 I00 0) ............. T0 r IITCT) 0 T0 T0 TT00 00 00, TTIITT0 r,: TTIII0 T+ TT0 M T00(3)+ 0 0 r IT0 0 1076' T0 IV-)(C; F'-0 0( TII(c)0) .........V)Lo 0 0 T'1074 1 084,I+ I+0 ............ ........TTC) + T ........... IT +9 0 U 00 0 Co TLq TTIIC)+ 0 LL Ul 0 Ln'FINISH"EX STING I TLO 1 08 J CA I0, 0 u-T ...........I 'SURFACE"TTIT ...... 00 TTC 00 0 TTIC) 00 lIILO LL 0 IITIIIII0 LL T +to IIII0 IITTTITTC)(o+CO EXISTING TOP,�Ovb C V) TIIT I 0 LL I00 GH :OF I06 ILL_0 0 22 RI LO OOT7 Pr)Co TT0+Q u- r 0 0(,() Co. TTTlITco 7075, Lf)U 085
0 70761T (n ,P R0PQSED,,,.r,(11) 0+ 1(o 2k? PIGHr oF TT0 Lj_ 0 1074 1084
TTTITT0 0 II9 BERM @ IT0 >I+co EXISTIN I0 A'C.G TOP, F(C)0 L6 12'± RIGHT�'OF 108,3 TTLO m TIITIT00+Q IL 0 TTTC) 0 37 II4 +T ...........Tr M I I "t 00 LO+(O(,6 IX 0 M +T0 0 Cj T00 LLI 0 Ta 0 TCURB;,,,0 8'EXISTING TOP F Tr 0 0
TC3 TI0 M 00 I-i22, RIGHT OF co 10
32% ITM Ln T0 I0 Ir TTTCo I +co CD
0+ TTIIIV-)C6 ITICo ro% ITTI0 TII0 Ld i1076: Lo 0 f- �; 0 x r_�+cy)TTTz TTU)10751 0 TIaIIIITIIITTTT..............TT0 T0 1 074 +0 TIIIT0 TTII00 0 IITTTTI+ ITTTT4 TTIITIT�............ TTTITIIITTIITT ............I,.I ..........IT ?
IITTTTIITITIT36+00 J7+00 J8+00 J9+00 40+00 41+00 42+00 4J+00 PROFILE SCALES.
HORZ.- I"4 0 4 VER T.- 1 A.C. PAVEMENT
OVERLAY
2X\ COLD PLANE
z
V)m 1tj w 6 w cr_ EXISTING BUILDING cr_w V)W EXISTING BUILDING
+0 0 Q3 �6 + +co 0 EX MPB WATER w U iU TTER ly EX� 1 273,/4_FUEL LINE EX. 1 6 C.M.L, W'WATLk"LINE 6' 40-kOO 414-00 42+00 434-00 35+00 136+00 37+00 —,,364- J9400 N 071'6 E 40 0 40 120
Iv 6'ell CONS TRUC T 4 A C. 0 VER--E C.A.B. PA VEMEN 7 C TION. :-'X,. 7 8 R kii:DRAIN-TT57 TO VERIFY ECTION AFTER TESTING A.5011-5 ENGIMEL IScale zt u
SEE GEN. NO TES 9 & 10.CON,57UCT 8" CURS ANG GUTTER PER C17-Y OF RANCHO CUCAMONGA STD. 104. (TYPE A2-8). 8 4 4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STO. 101-C� EXISTING BUILDIN CONSTRUC7' 4 SIDEWALK PEI? CITY OF RANCHO CUCAMONGA ST9. 10J. §EM 2 A ANK 8)800 V
L 94 9 0 16 y I-C)0 C CWAA>a G W10 rl* A.
w 0,
I r Q� o� 11 j,d�F*WOV 400 tr7AZST "Cc 7 CONSTRUCT CURBSIOE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA ea It-T,IN kn 0 %�I 17-,C S7-0. 107-6 (W=J) H,L19% 700 CITY
'Y FIN /A,/' (DIF DESC 0 COLD PLANE 5' �11DE AD1ACENT TO CENTERLINE TO 101N LINE, AND IP 00 h�-i RIPTION OF RVISION DATE
A
V) > x 0 11 *0%r-� — �k >� V
65 01 F-1 /f/,W)(0)r-0 101N O .,HEADER CUFEACH END AS NEEDED 7 7" EXIS 77NG. w L (0)V)W L 00 IF)0(q W >� C� Q5\'- r<1 x A _ N) Q _N C U r-'* A M A
0.1J' MIN. A.C. 0 VERL A Y (i5 65 + CITY OF RAIN' CHU/ U IN INSTALL R26 WO PARKkIG" SIGN PER CITY OF RANCHO CUCAMONGA w CD 0) T-14� Q) +57-0. 401-0 00 Ff'�- OQ FER 0 ) (O r- 0 f-) N co+ + +
Q=_P,-#tP9 7- 4 11 VeuoO ., o,r.; z0ofZq 7-Y-402V A lif,le DDA 00- ff 2 00 STREET IMPROVEMENT PLAN & Pi-\OFILE
0
V') V'):5800 ZL 010*0 C21VIO CWG10=01AA4M0 a V CHARLES SMI TH A VENUE f r- N STA. 37+18.80 THRU STA 41+00 0 DRIC 2007-00253 SU Brpp /6 6 80
REMO VE EXIS 77NG 8" A.C. DIKE.SA WCU T A NO REMOVE I' EXIS RNG A.C. PA VEMEN T _%0t�ffA1?1wE&_SN1TN A. APPROVED BY: DATE REPAIR OR REPLACE TRAFFIC STRIPING AND MARKER CITY ENGINEER R.C.E.AS REQUIRE, PER RANCHO CUCAMONGA 57D. 1JJ- &SOV C!oRpORA RE
D71 DESIGN:No. 43714 Kth? 2313 E. Philadelphia St., Ste. F
CP!a
LAND DEvaoPuENr
DIAL TO Exp. 3/31/2007 Ontario, CA 91761 1-800-227-2600 (909),930-1 66 FAX (909) 930-1468 DRAWN: SHEET:
CIVIL 2 — OF BEFORE YOU DIG 0 F C
0 I0
VICE ALERT OF SOUTHERN CAUFORNIA CHECKED: KtIR R.C.E. 43714 DRAWING NO.
EXP. 3/31/07 JOB NO. -3466 2095
R/w c/L Rte► R/w c/t Rte► R/►i, c/t R/ii'
Uj
33' F 33' z
11' 22' 22' 11' _ 1' GRIND ~
0.5' 14' (1 f 4 0-5 a
(i0
� a5 •) - ._ _ % (i ii � - � �" -� li 1.a .)_ . . -- II �- li �.� ) - - _ '��•� 1
.. - �•�. it li .'� `` II :`�"� _ � ii _ � -- -- _ (2_�sii � ..►
1.j L,-i t—j u i 1
L—i
STATION 39+00
STATION 36+50 STATION 41+50
R/w C/L Rte, Rte, C/L R/W R/W C/tLu
R/W
z
_GRINQ F-
�9 (' oF5�
� l %
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1 .w --- .. U �i _. ... w. ... .._ - _ . ... " 4 q li 1.25 •) . . . . .._ _ ._ __ ._ 11j�gj 1# � – �
4..j u j
L J1
STATION 39+50 STATION 42+00
STATION 37+00
R/w C/L C/t R�
22'
21'
w
z z
J -
F- �
D
1' GRIND _ V GJRIND
.06
N
1
A liq
11 " lig
1
0.1'. A.C. OVERLAY
L-J LL4 k- j
STATION 37+50 STATION 40+00
R/w C/L R/w R/1Y C/L Rey
Lu Ldz
z _
_I
F-
1- �
1' GRIND _ i' GRIND c�
v 8 )
101
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79'
Y. 1
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STATION 38+00 STATION 40+50
R/w C/L Rte,
R/W C/L R/yir
z
_
1' GRIND DESCRIPTION OF, REVISION DATE JAPPROVAL
< v
CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLAN & PROFILE
CROSS--SECT! N
1 i_ ._ I .a 1 41
i lie
of 1 i
DRC 2002- 00116
j IAPPROVED BY:
STATION 38+50 CITY ENGINEER _ )"J—b R.C.E. 24953
DESIGN:
LAND DEVELApMENT DE57pV CARPARA nar RECOMMEND D:
CRs 2313 E. Philadelphia St., Ste. F
Ontario, CA 91761
STATION 41+00 DRAWN: (909) 930-1466 FAX (909) 930-1468 SHEET:
CRa DATE: ? 3 OF 3
CHECKED: KEVIN J. RICHER DRA1...iG NO.
KJR EXP 3/31/07 JOB No. 3231 2-0 9 5
_ I