HomeMy WebLinkAbout2145-D ---------------
BASELINE ROAD
-RAL NOT
1.
STORM DRAIN GENERAL NOTES
r% !111"ll
ALL WORK SHALL BE DONE IN ATAN lk-RD.
CCORDANCE NTH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE uli -MMALO-9 DRC 2004 - 01128
TR PARCEL MAP 16767
CURRENT EDITIM INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS CON ACTOR SHALL BE FAMILIAR 1111 0"VEMENTS <
A A
ESE STANDARDS AND SPECIFICATIONS. 17)
NTH AND SHALL BE RE PON SIBLE FOR ADHERENCE TO TH
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT < BEENE=— 66
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES$ VEMENT WORK IS TO BE DONE SHALL BE THE M RAIN PLAN FOOTHILL BLVD
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPRO ONGA. TH LmL BLVD. STOR D
REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED ATN COST TO THE CITY OF RANCHO CUCAM FOO I I W A
WITH THE SITE AND SHALL B ff 11 1 1 1 /-A\
1 11 HOWN ON THESE N A
34 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF E SOLELY RESPONSIBLE FOR ANY W E �") T U` F ET z
U T'r 1' 15
DAMAGE TO EXIS11NG FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACLI ES ARE S N I D E z
w
PLANS. w
GUTTERs UTILITY LINE X STREET__
EXISTING STRUCTUREt PAVEMENT, CURB, S AND OTHER T " T/A T A 7 + 4TH
4. THE CONTRACTOR SHALL RECONSTRUCTs REPLACE OR REPAIR :Z b �) * U U
APPURTENANCES AFFECTED BY THE INSTALLA11ON OF THE STORM DRAIN. T A + z
w
5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF-RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR �4
---:q 10
CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
TY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE GAL ANS MANUAL OF TRAFFIC CONTROLS WORKAFFIC CONTROL AND SAFE N, AND E CWOLATEST EDITION, THE MANUAL ON UNIORM TRAFFIC CONTROL DEVICES LATESTN.T.3.
CONSTRUCTION AND MAINTE IN THE EVENT OF ANY QUES11ON REGARDING THE CONTENT OF
AREA TRAFFIC CONTROL HANDBOOK (WATCH) LATEST EDITTO , SHALL TAKE PRECEDENCE TRAFFIC CONTROL NOTES (C-0--N-T.-I
THESE STANDARDS. LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLA11ON OF THE PROPOSED I STORM DRAIN. 10. ALL EXISTING SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT EXISTING SIGNING IS
7, CONTRACTOR SHALL LOCATE EXISTING CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTIONt THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNINGTHE CONCLUSION F
OR REMOVE
8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECTs THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR THE SIGNING AND SUPPORTING POSTS ENTIRELY AND REPLACE THE COMPLETE INSTALLATION WITH NEW SIGNING AND SUPPORTS AT O
IN DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND CONSTRUCTION ACTIVITIES.
APPROVAL. IF SUCH SHOR FETY, THEN SHORING CALCULA11ONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA TION ACTIVITIES IN THE F BEARI
TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SA 11. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL 11MES EXCEPT AS NECESSARY FOR CONS UC
BAS15�.O LINE
REGISTERED CIVIL ENGINEER. IMMEDIATE VICINITY OF THE WORK AREA, THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER
9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMP11ON THE PIPE WILL BE INSTALLED IN ACCORDANCE NTH THE AS POSSIBLE TO THE PUBLIC AND OF FOOTHILL BLVD. BEING N 89'40$06" W PER P.M.B. 164/100-107.
PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF 12. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE
THE CONDUIT PLUS 20 INCHES, THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED ABUTTING PROPERTY OWNERS. STRUCTION. lQ _jNE
MODIFICA11ON SHALL BE APPROVED BY THE CITY ENGINEER. 13. THE CONTRACTOR SHALL HAVE ALL SIGNSs DELINEATORSo BARRICADESo ETC., PROPERLY INSTALLED PRIOR TO CON _0RM6jl9_N.
10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120 AND SHALL BE VERIFIED BY COMPAC11ON TESTS TO THE 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNSs DEL{NEATORSt BARRICADESs ETC., TO ENSURE PROPER FLOW AND TOPOGRAPHY -AND AYH EREIN PROVIDED BY MADOL E & ASSOCIATESs INC.
SATISFAC11ON OF THE ENGINEER. 760-A S. ROCHESTER AVENUEs ONTARIO, CA. 91761
SAFETY OF TRAFFIC.
BANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED R OTHER VERTICAL
11. CQ ACTION TESTS OF EM ITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO 15. A MINIMUM LANE WIDTH OF 10' SHALL BE MAINTAINED AT ALL TIS, NO EXCEPTIONS. WHEN ADJACENT TO RAISED CURB MEDIANS 0
BY THE SOILS ENGINEER. A WRITTEN REPORT NTH THESE COMPACTION TESTS SHALL BE SUBM MUM LANE WIDTH SHALL BE 12'. OUANTITY EST
OBSTRUCTIONO OR OPPOSING TRAFFICs THE MINITION NO 7ES
THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 49TORM DRAIN CONSTRUC
THE CITY
AVING). 16. THE CONTRACTOR SHALL UTILIZE FLAG MEN DURING WORK HOURS AS REQUIRED BY THESE STANDARD PLANS AND AS DEEMED NECESSARY BY
TH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTION S (PRIOR TO P
610 L.F.
12. PAVING SHALL BE PERFORMED I ACCORDANCE N
TO ASSIST IN MAINTAINING SAFE TRAFFIC FLOW. CONSTRUCT 42" RCP (D-1500) DRAIN LINE.
MAKE HIS OWN
13. ES11MATE OF QUAN11TIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL PER R.C. S TD. 120
TRENCH RESTORA TION
DETERMINATION OF CONSTRUC11ON QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 17. FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE CLOSURES AND SHALL BE SOLAR POWERED. W/
2 EA.
UANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CONSTRUCT MANHOLE No. 2 PER R.C, STO. 319
SPECIFICALLY LISTED IN THE ESTIMATE OF Q DVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS. (J2
18, THE FIRST SIGN IN A SERIES OF A
CITY OF RANCHO CUCAMONGA 1 EA.
SP 176A
SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH
14. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE ON ALL BARRICADES THAT PROTECT THE WORK AREA AFTER NORMAL WORKING HOURS SET FORTH CONSTRUCT TYPE "'B" PIPE CLOSURE PER SBCFCD STD'
S, TYPE "B", SHALL BE USED
STD. DWG. NO. 339 UNLESS OTHERWISE NOTED. 19. FLASHING YELLOW BEACON
HEREIN. T IN PLACE EXIST U TIL I TIES
SUPPORTED IN ACCORDANCE WITH CITY OF U4 PROTEC
IN TRENCH SHALL BE
15. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRA E CONNECTIONS SHALL BE
PER GENERAL NOTE NO. 5 ON SAID STANDARD DRAWING. HOU 20. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZES, NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL 11MES DURING CONSTRUCTION.
1 EA.
XIS
RANCHO CUCAMONGA STD. DWG. O. 339 AND ENCASED REMOVE EXIST J6p$ STUB AND CONNECT TO E T. MANHOLE PER R.C. STD- 329
CASE 3. CONSTRUCTION TO THE
AMONGA STD. •DWG. NO 339, IGNING, STRIPING, MARKINGSt AND LEGENDS DAMAGED DURING
REPAIRED PER CITY OF RANCHO COC
21. CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICES, S
Y.
BE ENCASED OR BLANKETED IN ACCORDANCE WITH CITY OF THE QUAN77TIES SHOWN HEREON ARE FOR BONDING. PURPOSES ONL
N 0 TE.-
SEWERS AND LATERAL CONNEC11ONS SHALL SATISFACTION OF THE CITY ENGINEER.
16. WHEN INDICATED ON THE DRAWINGS SANITARY
R SANDBAG
RANCHO CUCAMONGA STD. DWG. NO. 340. PORTAL , REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLO Ro NTH WEIGHTED BASES 0
ONLY. THE CONTRACTOR 22. ALL DELINEATORS SHALL BE 36" MINIMUM PO
ES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE
GS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE
17. LOCATIONS SHOWN ON THE CONTRACT DRAWIN RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIM
SHALL FIELD LOCATE LATERALS. THEIR APPEARANCE AND CONTINUITY.
THE CORRECTION OF ERROR AND OMISSION DISCOVERELTILITBY FOR OLOR, AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMESs AND SHALL BE REPAIRED23. ALL CONESt SHALL BE 28" MINIMA18. CITY APPROVAL OF PLANSOES NOT RELIEVE THE DEVELOPER FROM RESPONSUBMITTED TO THE CITY ENGINEER FOR APPROVALL CONES SHALL BE FITTED WITH 13" MINIMUM REFLECTIVE
E REQUIRED PLAN REVISIONS SHALL BE PROMPTLY ANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. A
DURING CONSTRUCTION. UPON REQUEST TH REPLACEDt OR CLE
S SBE
THROUGHOUT CONSTRUCTION. SITE SHALL BE SLN DELINEATORHALL 2V.
EEVES FOR NIGHTTIME TRAFFIC CONTROL. MAXIMUM SPACING BETWEE
19. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEA HAZARD FREE, ORDERLY STATEO
CONE-MOUNTED DIRECTIONAL ARROWS PER SECTION 7-4 OF THE WORK
CLEANED UPON REQUEST OF THE INSPECTOR. I
24. AT LEASE EVERY THIRD CONE AND/OR DELINEATOR SHALL HAVE DELINEATOR OR
COMPANIES AS REQUIRED, TWO (2) WORKING DAYS PRIOR TO AREA TRAFFIC CONTROL "WATCH" HANDBOOK.
20. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY
PLANS AND AT THE DIRECTION OF
U OR OR IN ADDITION TO RUBBER GUIDE POSTS AS REQUIRED BY THESE STANDARD
EXCAVATION.
25. BARRICADES SHALL BE USED, IN LIE
UNTIL ALL UTILITIES AND UTILITY LATERALS WITH THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT.
ALL NOT BE PLACED
21. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SH ACED TO THE AS APPLICABLE.
EPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND PLACED CONSTRUCTION AND NIGHTTIME CLOSURES
THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACC 26. C27 "OPEN TRENCH" SHALL BE USED IN CONJUNCTION WITH TYPE 11 BARRICADES DURING
SATISFAC11ON OF THE CITY ENGINEER.
HALL BE TYPE "C" - STEADY BURN LAMPS.
DING, BUT NOT LIMITED TO, ENCROACHMENT ITS, DUST CONTROL 27. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVELED WAY THROUGH AND AROUND THE WORK AREA, THEY S
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCW TER DISTRICT,
PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA VALLEY WA OR SHALL NOTIFY THE POLICE DEPARTMENTv THE FIRE DEPARTMENTs THE LOCAL TRANSIT DIS TRICTP
METROPOLITAN WATER ISIGT, SANBAG RAILROAD (METROLINK), ETCETERAs PRIOR TO BEGINNING WORK ON THE PROJECT. 28. WHEN STREET CLOSURE IS POD, THE CONTRACT OF THE CLOSURE.
AFFECTED RESIDENTS AND AFFECTED BUSINESSES AT LEAST ONE WEEK IN ADVANCE
23. CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE NTH THE PROVISIONS OF THE CONTRACTOR'S CONSTRUC11ON OPERATIONS. ENA TEMPORARY "NO
LICENSE LAW (CALIF. BUSINESS AND PROFESSIONS CODEt SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE 29. TEMPORARY "NO STOPPING" ZONES SHALL BE POSED ON 1001 CENTERS AS NECESSARY DURING
STOPPING" ZONE ON A STREET IS APPROVED BY THE CITY ENGINEER, THE CONTRACTOR SHALL NOTIFY THE POLICE DEPARTMENT AND POST "TOW AWAY,
TIME THIS CONTRACT IS AWARDED. TEMPORARY NO STOPPING" AT LEAST THREE (3) WORKING DAYS IN ADVANCE. THE DURA11ON OF THE TEMPORARY PARKING RESTRICTION SHALL BE WDEX OF SHEETS Sh t. No.
INDICATED ON THE SIGNS.
30. WHEN SIGNAL TIMING AND/OR SIGNAL MODIFICATIONS ARE NECESSARY BEFORE OR DURING THE CONSTRUCTION AND IT IS APPROVED BY THE CITY TITLE SHEET
TRAFFIC CONTROL 40TESENT
THE WORK TO
�NU I L ENGINEER, THE CONTRACTOR SHALL NOTIFY THE CITY BY CALLING (714) 593-4517 AT LEAST THREE (3) WORKING DIAVCE OF ITO MAKE THE SIGNAL PLAN & PROFILE
BE DONE IN ORDER TO COORDINATE THE CHANGES. THE CONTRACTOR SHALL PROVIDE PERSONNEL AND
1, THESE STANDARD NOTES AND PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF MODIFICATIONS AND CITY SHALL MAKE SIGNAL TIMING CHANGES.
CONSTRUC11ON OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLES, AND PROPERTY.
CIPLES SHALL COMPLY NTH THE CAL ANS STANDARD PLANS AND SPECIFICATIONS LATEST
L ¶SDI ,ALL WORK, MATERIALS, PRACTICES, AND PRIN NIORM TRAFFIC CONTROL DEVICS-CALIFORNIA SUPPLEMENTAET EDITION,
OF UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION, THE MANUAL ON U
AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) LATEST EDITION.
3. THE CALTRANS STANDARD PLANS AND SPECIFICATIONS LATEST EDITION, CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENADBOOK NCE
WORK ZONES LATEST EDITION* THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION, AND THE WORK AREA TRAFFIC CONTROL HAN
(WATCH) LATEST EDITIONt SHALL TAKE PRECEDENCE IN THE EVENT OF ANY QUES11ON REGARDING THE CONTENT OF THESE STANDARDS.
GINEER IN THE STATE OF CALIFORNIA MAY BE REQUIRED
4. TRAFFIC CONTROL PLANS PREPARED BY A REGISTERED TRAFFIC ENGINEER OR REGISTERED CIVIE CON
L EN
IF THE COMPLEXITY OF THE CONSTRUCTION AND ITS CORRESPONDING TRAFFIC CONTROL EXCEED THTENT OF THESE STANDARDS.
TNS FROM THESE STANDARD NOTES OR PLANS SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. STA Zr . ..............
5. NO DEVIATIONS OR EXC 410t4 Fi7,0M
30 VISIF.:1) STOfkM PRAIM LOCA
6. CONSTRUCTION OR MAINTENANCE ACTIVITY IN THE ROADWAY 'OR AFFECTING THE PUBLIC RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS BETWEEN 8: 1 ST Ili t
RY TRAFFIC DEVICES SHALL BE PLACED IN THE ROADWAY UNTIL AFTER 8:30 AM AND SHALL BE COMPLETELY REMOVED CITY
AM AND 4:00 PM. NO TEMPORA RED WITH STEEL PLATES WITH A NONCK- ID SURFACE OR TEMPORARILY BACKFILLED DESCRIPTION OF REVISION DATE APPROVED
BY 4:00 PM. ALL EXCAVATION AREAS SHALL BE COMPLETELY C SSI BLTO
THE LIAT THE END OF EACH DAY UNLESS
AND SURFACED SUCH THAT ALL LANES OF TRAFFIC ARE RESTORED AND FULLY ACCE
OTHERWISE AUTHORIZED. . -rote$$ Cl TY OF RANCHO CUCAMONGA
.........
1%7 c A.
GENERALLY BE PLACED ON EXISTING LANE LINES, EXCEPT AS NECESSARY FOR LANE CLOSURE TAPERS
7.
NSA DELINEATORS SHALL
AND SPECIFICATIONS AND THE MANUAL ON UNIFORM PLAN & PROFILE
8. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS
Ev.W30/2010
TRAFFIC CONTROL DEVICES 2003 EDITION. FOOTHILL BLVD. STORM DRAIN IMPROVEMENTS
P
INGSl AND LEGENDS SHALL BE COMPLETELY REMOVED BY ANAP
METHOD PRIOR TO ANY CHANGE IN THE TRAFFIC WEST OF ETIWANDA AW4,
9. ALL CONFLICTING STRIPING, MARK 0'ivi% NORTH SIDE FOOTHILL BLVD69
PATTERN. I CalliO STA 21 +69.02 TO STA. 27+90.05
P.M. 16767 DRC 2004-01128
im M ill U 7ED CH LL NOT BE RESPONSIBLE FOR, OR DAT
R USES OF THESE PLANS. ALL APPROVED BY RCE 2 953-
ER GROUND SERVICE ALERT LI NG AND MUST BE APPROVED BY vi CITY ENGINEER
UND C UCTION CONTRACTOR AGREES BENCH mARK No. 10032 ff ffm 9 ff
THE PREPARER OF THE STRUC11ON PRAC110ESP ENQIN E TO CO DESIGN PREPARED UN64714E WPERVISI OF RECOMMENDED
THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CON THE EXI OUND UTILITIES, PIPES, AGENCY: CITY OF RANCHO CUCAMONGA
CALL TOLL FREE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND AND/OR WERE OBTAINED BY A SEARCH DESCRIPTION- 2" BRASS DISKs CITY OF R.C.
SITE CONDITIONS DURING THE COURSE OF KNOWLEDGE, THERE ARE NO No. C058971 MADISON
COMPLETE RESPONSIBILITY FOR JOB BM 100,32 (1987)
ALL PERSONS AND OF VALLA
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF TRACTOR SHEET
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CON
VIC
E A
m
L
ERT
�A H R ED HANG�E E
S
S
S�
FBENCH�MARK
AN M
PL
C
U UT 0 1
E EN NEER PREPAR NG ESE S T
I L G 0 T CHANGES A E FOR, UNA H RI ED C 0 0
WRI-n
TH MU 0 ST I
L B S T PL N BE IN
CHANGE E A S S
TwJ7 Dizo;r12 A;Zlr;Z ()F THESE PLANS. C N R
LL FREE
-800-22Z77-2600 NORTHEAST COR. OF FOOTHILL BLVD. Exp.06-30-07
DRAWN
EXISTING
TION OF THOSE AT THE
LOCATION:
0 Wo I
PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY TRUE VERTICAL AND HORIZONTAL LOCA LY END CIVIL
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND SHALL ASCERTAIN THE BE RESPONSIBLE FOR ANY & EAST AVE.0 5 FT. SOUTH OF NORTHER 2
RK NIG c ViL 14 ,kN L
AT LEAST CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND UNDERGROUND UTILITIES TO BE USED AND SHALL MADISON OF
TWO WORKING NDA CREEK _� .c L -
CONSTRUCTION CONTRA PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN OF WING WALL OF BRIDGE ACROSS ETIWA 350 OUTH MAPLE FMET,sun c A CORONA F.A VA000•(95117,36-30�FAX(951)-736-3101
FROM ANY AND ALL LIABILITY, REAL DAMAGE T'0 ANY CA DRAWING NO.
DAYS, BEFORE YOU DIG. HOLD DESIGN PROFESSIONAL HARMLESS FR OF WORK ON THIS HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS CHECKED R.C.E� 58921-
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING L57
(SING FROM SOLE NEGLIGENCE OFD DEVIATING FROM THIS PLAN. ELEVATION= 1195.43 E
PROJECT, EXCEPTING LIABILITY ARIS ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR CITY DATE � gl- FILE NO.
PROFESSIONAL If OF
PROJECT SHT6
..........
..........
y
0
PT---------- _7F7___77F77777FT77T -------- 7T7______7__7T_T7 ---T_TT
- ---------
--TFFF---- 1 11111 1111 1111 1111 - 1111 -----------------
---------- I I --------- ---------
-------- - ---- ---
- ------ 1215 1215 1 1 1 1
1215 ------------ ------ ---
111 11 - - __ lIII 1111 lZIN J IIII 111 00 1210 111111 11
-- -- ---- FIT— I Oil I I
_T
O
1,114Eb I S'�Rii`��E
7tt— 4L
1205
RTC i ,�
I �9
p1cr
x l� � t
.7
j I I I I I I
1
F N
{
___TTp 1200 1200
1 ^
---- _77- tt:f:F,
11 {
1 1 • i , '
{ I Rr�
t .
{ I
1 cc
.0 , 1 1
14f
T. l L w {
f
11
II
I I
it
#95 095 7--
I Al I I I I _4� I I 1 177
__TTL {
i 1 1
t1
-----+ - k�4
11
®11-15 14, 1 Ici I�I I I I L I If il I IF I li—
lE LN_�
II
AI • __
Mir- cm W { 1
1—7 DOL} 1 1 }
I A' #85 H85
_T d-71 TFTT----
,f
PROFILE
m 111
1 1" ' _
1" ' ( IN FEET )
1 INCH =40 T -
STORM DRAIN PROFILE STORM DRAIN PROFILE
(Ref. . 1796—D)
•,"
I
cr
44,
IT
TIT
(0
AOT FCL VERIFY O IY2
1°=
AND L L JOIN PRIOR T C
Ul l N Y C C . �.;
DIFFERENTF L
W�.. 1 VAT N— i �- + ' ,_ • `n �'
r+12 T AIN ' '
I
EXIST 36 S.D.
< < 500.29` p
�}VERfZiON VLT. .__..._. ._----- 8.00' .. .. ..,.....
(SEPARA 7E PLAN)
(0 2uj
PER D WG 1852 D ® r N0019 55 ..... .. `5'.8:40.06. •E .. .. ,..,....
P
xp_
_ _______ t a
____ ___________ __ a a 17 –� T II
.aw% a.
FF
_. 35��------- ----� --_.—_______ _sp____----- ___ IPO
a °� a� pace tcO" -~_ i �
aco
G00 (� G 23+00 G 22+00 G 21+00 G 20+00_ 17+00 G �` � I ----
`T 72 S6
_J _
�`' 'p' EMSION
A4 * - . 0,LO
„ a ` 215.54t _ _ _ __ i i 16+00 15+00 ___
�0i » 8 S I� 1 r i i I�
I I I XIST. 2 .D.
ER D WG 1796—D
II S 0 E
II
l e a0
F0JOTHILL BOULEVARD
FOOTHILL BLVD
Xi
II
F61 I xl
1 1 I I S I I
I I I
�....—(10°W} (10°W) (10"W) -- (10"W) (10"W) I I f I _ -
1I
----_-___ ° l I —-- "'' { o a o 0 0 0 o o I I V�IH
} --- -_ —_ o
0 D o o a o 0 o f ° 0 0 o a o a o a a
r
,j� R'�V I s c
,
am PLAN VIEW ST A
DESCRIPTION OF REVISION DATE APPROVED
CITY OF RANCHO CUCAMONGA
IS TORM DRA IN CONS TRUC TION NO TES W0 PLAN & PROFILE
tit �
� CONSTRUCT (D-1500) DRAIN LINE. FOOTHILL BLVD. STORM DRAIN IMPROVEMENTSNORTH SIDE FOOTHILL WEST OF ETIWANDA AVE.
/` TRENCH TO A Tl R.C. • 1 �'
STA 21 +69.02 TO STA. 27+90.05
. CONSTRUCT NHL N . R.C. 1
QCONSTRUCT TY ,, ,' 1 L . . .tom. • . 9 A
BENCH MARK ® r APP AT
HER Y RANCHO UCAON A �.
5� x: CITY INRCE-2495-3
4 TOT IN PLO EXIST UTILITIES
1-800-227-2600 DESCRIPTION: 2" DISK, CITY OFR.C. I PREPARED UND E SUPERVISIO OFRECOMMENDED
5 V EXIST " T CONNECT T l NHLR.C. D. 1 (1987) No. C058971 MADISON
AT LEAST TWO WORKING LOCATION: A T THAT COR. O FOOTHILL LVD.
a ExP.0 -30-07 AWN SHEET
DAYS, BEFORE YOU I T AVE., T. OUTH OF NORTHERLY D CIVIL
F I ALL O IDG ACO TIWANDA CREEK �'�. o� MADISON
t.IL t,`:� . . . � . OF
CAL CHECKED 35 RUTHMAALH ,SUITE ACORONA CA9288®•(9SB)736.3Q36.FAX(93,).T36.3t®, DRAWING NO.
ELEVATION= 1135.4
CITY - f-- R.C.E. 58271 .—
7T 7777�
CS
DATE J�� ? FILE NO.
PROJECT SH T, � OF . .
E
I