HomeMy WebLinkAbout1551-D GENERAL NOTES CITY OF RANCHO CUCAMONGA '
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1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY FOOTHILL BLVD.
OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR -�
PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE
FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
STANDARDS AND SPECIFICATIONS, ARROW HIGHWAY
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 6TH STREET & ETIWANDA AVE .
PULES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT 15 z° SANTA, FE
SHOWN ON THESE FLANS WITHIN THE RIGHT-OF -WAY LIM11S OR IN AND
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE ATCHISON TOPEKA 3
REMOVED , RELOCATED, ADJUSTED 10 GRADE OR PROTECTED IN PLACE AS N w PROJECT
REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 6TH STREET LOCATION
3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA STORM DRAIN PLANS '/2 1 SHEET 5
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 0 SHEET 2 SHEET 4
WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . FT
SHEET 3
4, ALL SEWER , WATER , ELECTRIC, GAS, PHONE , OR OTHER UTILITY SCALE IN MILES 4TH STREET
LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . w
C . U . P . 90 - 16
5, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, >
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED o
AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT SAN BERNARDINO FREEWAY
WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER , --^�� - ---
FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 10
SUFACING .
6. AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE SUBMITTED
PTO THE AVING . CITY ENGINEER , LISTING ALL TESTS OR GRADATION OF ASPHALT CONSTRUCT ION NOTES AND ESTIMATED QUANTITIES
7, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS ESTIMATE OF QUANTITIES., SHOWN ON THIS DRAWING , IS PROVIDED TO COMPLY .
OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING WITH CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PERMIT, PLAN VICINITY MAP-
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR APPROVAL AND BOND CERTIFICATION REQUIREMENTS AND PROCEDURES. THESE
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUANTITIES ARE NOT TO BE USED FOR BIDDING PURPOSES NOR IS IT REPRESENTED PROJECT BENCHMARK
QUALITY BETTER THAN THE NATIVE MATERIAL . THAT THEY INCLUDE ALL WORK TO BE ACCOMPLISHED WITHIN THE ETIWANDA BENCHMARK NO. 173-A (CITY OF RANCHO CUCAMONGA)
AVENUE AND 6TH STREET IMPROVEMENT AREAS. THE CONTRACTOR SHALL MAKE ELEVATION 1124.978
8. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT , CLEAN, HAZARD HIS OWN INDEPENDENT DETERMINATION OF ACTUAL QUANTITIES AND LEVELS OF SET BRASS DISK IN TOP OF CURB ON WEST SIDE ETIWANDA AVENUE,
FREE , ORDERLY STATE THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED EFFORT NEEDED TO COMPLETE THE WORK AND SUBMIT HIS LUMP SUM BID FOR 109 FEET NORTH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH
UPON REQUEST OF THE INSPECTOR . CONSTRUCTION OF THE CHINO BASIN MWD REGIONAL WASTEWATER RECLAMATION OF SOUTH END OF LARGE DROP IN FLOOD CONTROL CULVERT, 61/2 FEET
PLANT NUMBER 4 PROJECT . EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E, AND /2
9. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING FOOT LOWER THAN MAIN LINE TRACKS.
REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER , 1O. CONSTRUCT 66" REINFORCED CONCRETE PIPE , 1126 LF
GAS, PHONE , ELECTRIC, OR ANY OTHER UTILITY LINE INSTALLATIONS p 11300 ( 13' - 19' DEEP)
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND 2O. CONSTRUCT 54" REINFORCED CONCRETE PIPE , 1084 LFONTACFOT UNDERGROUND ALERT 0 1-800-422-4133 AND
H I OWING. AS REQUIRED. 2 WORKING DAYS
STANDARDS. D 1600 (9' - 18.5' DEEP) PRIOR TO EXCAVATION
10. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 3O. CONSTRUCT MANHOLE TYPE 2 PER CITY OF RANCHO 3 EACH GENERAL TELEPHONE COMPANY: (909) 608-1222
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY CUCAMONGA STANDARD #319. 807 NORTH MOUNTAIN AVE .,
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY UPLAND, CALIFORNIA 91786
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 4O. CONSTRUCT CATCH BASIN PER CITY OF RANCHO 3 EACH
THESE PLANS . CUCAMONGA STANDARD #300, AND LOCAL
SOUTHERN CALIFORNIA EDISON:
11, ALL GRADE AND SUB GRADE STAKES SHALL BE SET BY THE CONTRACTOR . DEPRESSION STANDARD 307-E . 7951 REDWOOD AVE., (800) 442-4950FONTANA, CALIFORNIA 92336
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT O CONSTRUCT 36" REINFORCED CONCRETE FLARED END 1 EACH
POINT WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591
THAN 50 FOOT INTERVALS, ADDITIONAL PAVING STAKES MAY BE REQUIRED SECTION , PER CALTRANS STANDARD PLAN D94 WITH 9641 SAN BERNARDINO ROAD
BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. GUARD RACK . P.O.BOX 638
RANCHO CUCAMONGA, CA 91730
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE , A SOILS O CONSTRUCT 36" RCP D 2000 96.8 LF COMCAST CABLE TV: (909) 983-9895
STERILANT REGISTERED BY THE E .P.A. FOR USE UNDER A .C. AND P.C.C. 7O. CONSTRUCT JUNCTION STRUCTURE/MANHOLE , TYPE 4 PER 1205 DUPONT STREET
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE CITY OF RANCHO CUCAMONGA STANDARD #321. 5 EACH ONTARIO, CALIFORNIA 91762
FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING .
O CONSTRUCT REINFORCED CONCRETE INLET ENTRANCE SOUTHERN CALIFORNIA GAS COMPANY: (213) 260-7789
13. PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE PAD, SEE DETAIL SHEET NO . 6. 1 EACH 216 N. EUCLID AVE .
SUBMITTED TO THE CITY ENGINEER , LISTING ALL TESTS OR DETERMINATIONS ONTARIO, CALIFORNIA 91762-3597 /OR
COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE P.O.BOX 97
BASF . Q CONSTRUCT TUNGT/ON SMY6rZIA76E TVPE 2, PER ClrY OF 1?)9NCA-10 SAN DIMAS, CALIFORNIA 91773
CUC41-74N6A STO. IVO. .r3/, SEE D6TA1LS On/ Sf/ A/O. g / EActi
14. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT
SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS �`�`` Rclr.Al ,
WITHIN THE ROADWAY HAVE BEEN INSTALLED , ALL ONSITE IMPROVEMENTS
INCLUDING ALL GRADING HAVE BEEN COMPLETED , AND ALL UNACCEPTABLE la No. 21.)
ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION LIST OF DRAWINGS
OF THE CITY ENGINEER . s,
�
15. ALL MATERIALS AND DEBRIS RESULTING FROM DEMOLITION SHALL BE HAULED 1 TITLE SHEET OF CAUF�� �
OFF SITE TO A SUITABLE DISPOSAL AREA. 2 6TH STREET STORM DRAIN PLAN & PROFILE-STA 37+00 TO STA 46+00 u
� /� SEE DEF - REV. G/dMWD 9-/7-9(0
16. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL UTILITY 3 6TH STREET STORM DRAIN PLAN & PROFILE-STA 46+00 TO STA 50+00 �'/ ,r..tSSIJq� T g�I ciTY
COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION .
4 ETIWANDA AVENUE STORM DRAIN PLAN & PROFILE-STA 20+00 TO STA 28+00 ;. ':? � Fti DESCRIPTION OF REVISION DATE N G APPROVED
S
5 ETIWANDA AVENUE STORM DRAIN PLAN & PROFILE-STA 28+00 TO STA 35+00 a - ROGN ��
6 DETAILS AND SECTIONS t ; CITY OF RANCHO CUCAMONGA
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'31LO 6TH STREET & ETIWANDA AVE •
STORM DRAIN PLANS
TITLE SHEET
/Q-- REV/S/Qn/,S SH. 4 OF G S.D. PG,9N,5
C . U . P . 90 - 16
rc C�TE�PAL ,�lo'� 19rM�/. E -/B srA. 0/0/o'05. 75 � APPROVED BY - DATE:/
A De&E �
NTY OF SAN BERNAR ,, /
� gra • ,�.� CITY ENGINEER �� R.C.E. N0. 24953
2. REV/SE AG/G'n/�EwT FPaM i9C. STA. Z/fi 23.�� � NES✓�•C. ST�1. 24 f 7/Zo �`�
t ACCEPTED • DESIGN RECOMMENDED
3. c4wsreac r ,T!/I✓crlort/ srrzucTc/1,?,C A/o. 2 , STA. oa + 31, 95
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f�00 GTE t1AUGT PS. AND CONDUITS 641 F//�E�Q OPT/GS 1 _- f DRAWN `
4• ,
� DATE .�� ���� SHEET
13ETWEEA/ 5r,9 J. 2/f 23. (i& Vl 0!5 0. C1'vi� L WILCOX 1 OF 6
� � , CHECKED DRAWING NO.
F 1-C-2 J NEWTON DATE /._.5/-12
JUNE, 1995 R.C.E. N0.
FILE N0.
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Qp -- BENCHMARK NO. t73-A (CITY OF RANCHO CUCAMONGA) '
. 'f' - ti t ELEVAT ION 1124.978
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! 6. C&STI UCT 136 RPD 2 S APPROVED
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CAVONG STANDA"RD,.- 321;
STA 39+48 00 /�=60'
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y + WASTEW AT R RECLA�IA�ION PLANT
C.O.P. 90 - 16
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APPROVED BY: DATE �
N SORo y I�TY OF SAN BERNAR CITY ENGINEER
�0 R.C.E. NO. 24953
0 4�o eo Z .S f
_ ...._ . ._..._.. .._. ___. ._• i ACCEPTED RECOMMENDED
x r.� DC IGTORKKO
SCALE 1•*40• •8 _ ?C F• KaE3f,.4 �� FOR PRO D DW WIDENING * { DRAWN SHEET
-- ' CITY APPROVED ST ET D� AW/NGS. -3�- I • ,
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:�,, E DESCRIPTION OF REVISION DATECITY
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CITY OF RANCHO CUCAMONGA
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j 6TH STREET
.1 STORM RAI PLAN DRAIN L N 8� PROFILE
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= REG N L PL NO.` � ' � .._ C .U.P. 90 - 16
U r i 1 X� . I�'?`.:r ESS/ N
Q WAS! EWA R ,• ECL A lO ' PL NT I APPROVED BY* DATE:
0 i ?; ,, � N g0 NTY OF SAN BERNAR CITY ENGINEER 24953
Rp R.C.E. N0.
F4R PROP ED �ADWAYIAV0�N G Q ,�dt� z �� �# ,.- NO. DC {GTORKKO - RECOMMENDED
ACCEPTED ,
EE CITY PROVED STRe T Df?AW INGS. I 1 ,0` 1.p N_
X �'' * DRAWN ? �` SHEET
' SCALE Cj1T,�, DATE L WILCOX ~ 3 � 6
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28+00 29+00 30+00 31+00 32+00 33+00 34+00 PROJECT BENCHMARK1.
. - CONSTRUCTION NOTES:
i73-A (CITY OF RANCHO CUCAMONGA) ' � '' { I
'_ �� ! �, I _ ,,,.--. -v t 6TH STREET 0BENCHMARK NO.
REGIONAL PLANT NO. 11 WASTEWATER RECLAIVIAT ION PLANfi � I,,�i c, `I ' I 1. CONSTRUCT 66" REINFORCED CONCRETE PIPET ELEVATION 1124.978 t ,
1 , I ' I ,; �----EXISTING ; - D 1300 { 13 - 19 DEEP) SET BRASS DISK IN TOP�OF CURB ON WEST SIDE ETIVi�`ANC) ,4V -NL/tol
• E X IST ING � '. 1 ! 1 i 1 16" G f - 109 FEET NORTH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH -
f RECTRICAI_ 1 . j ' ' ' � 1 ,/ 3. CONSTRUCT MANHOLE TYPE 2 PER CITY OF OF SOUTH END OF LARGE DROP IN FLOOD CONTROL CULVERT 6% FEET
�..- _- , / I ; 1 FOR 54 RCP 0 6TH STREET RANCHO CUCAMONGA STANDARD �t319. 2
II .1 EXISTING ' i SEE SHEET NO. 3 EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E. AND 2 t
,, _ , I 1
TELEPHONE cs�,Pf .1 1,:. I 7• CONSTRUCT JUNCTION STRllCTURE/MANHOLE. FOOT LOWER THAN MAIN LINE TRACKS. a
-110, INEVV RIW I
n , - f.-_-"*� °; �p I •d'9+.6.69 8C TYPE 4 PER CITY OF RANCHO CUCAMONGA
-~" 1 I { .+ . I �, STANDARD *321: A=29''30'00"
�'"` EX/S1-ING R1V> I ;, 1 ,. i ,� rw �- B=54" "
EiS'1`INIG 66 1 EXISTING tNG � �; .� i r� ' ,.� f - -
1`ELEPHO MN E�20, 3 f, " HR/C UP AND SEAL C=7.35
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- - """"""' �, Dr =54 (BRIG(-UP & SEAL)
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co N,� OTE. ..,;. I ,/ ,/ DESCRIPTION OF REVISION DATE CITY
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cv � 6TH STREET PR JECT ONT ROL IN �RovEo
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SEE C I fiY APPROV ED J�'TREET DRAW I NGS f
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_ \1 �, I `' a< V - STORM DRAIN PLAN & PROFILE � �
,` l SCALE 1" 40'
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j STA. 28+00 TO STIC; 35+00 y
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PROJECT BENCHMARK
BENCHMARK NO. 173-A (CITY OF RANCHO CUCAMONGA)
EL 1087. 18 ELEVATION 1124.978
SET BRASS DISK IN TOP OF CURB ON WEST SIDE ETIWANDA AVENUE,
109 FEET NORTH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH
NO. 6 "TOP BARS" OF SOUTH END OF LARGE DROP IN FLOOD CONTROL CULVERT, 6% FEET
C,I JARU RACY (12 EVENLY SPACED) EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E, AND
I ,if f I)f T AIt FOOT LOWER THAN MAIN LINE TRACKS.
t
4x4 x / PLATE WASHER
000
" Nn. 10 "E NU f3Afl"
NOTES:
1. STEEL BARS USED IN CONSTRUCT ION OF THE GUARD SHALL BE
INV I I I IWO,• Ifs IIIV I I I
ASTM A615 , GRADE 40, OR MERCHANT QUALITY, SMOOTH OR
NO. 6 "CROSS BAk" DEFORMED STEEL.
;< ►: ``--` ` ' --- - - ---- - - - :if," I 'If '1 Al'fl( )N ��; 2. WELDING OF STEEL PARTS SHALL BE AS SHOWN AND SUBJECT
, (? P�f OMPFO)
TO THE APPROVAL OF THE ENGINEER. THE COMPLETED APRON
GUARD SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE
j WITH CURRENT ASTM A123 SPECIFICATIONS.
3. ALTERNATE DETAILS FOR DESIGN OF APRON GUARD MAY BE
wf I l I n( .I I Wf I0 AT f A<.H "1 �f LIAR" SUBMITTED TO THE ENGINEER FOR APPROVAL.
liAfr"
AN[ ) HAlr" IN7f f6f CT J(-)NS
i PW, COST CONCRETE { -
FL ABED END SECT/OA/ - _ ' • Z
(
PLAN PLAN
I
1 $$3 BARS 0 8" [W
CTRD IN SLAB 6'-0'"
GRADE TO DAPI- IGHT
i
(c)
1/„
1 PIN
, t I
NO. 6 "CROSS BAR"
.16��� % L (2 REOU I RED)
SECTION 1/q " COTTER PIN O WELD AT EACH "TOP BAR"
3/" STEEL TOP PLATE SHALL j AND "CROSS BAR" INTERSECTIONS s
CONCRETE INLET ENTRANCE PAD /`� � CONFORM TO SURFACE l
SI TAPE OF APRON — TOP BARS SHALL BE SHAPED TO 1/
INSIDE DIA. TO ALLOW FOR PLACEMENT
1�2" HOLE FOR PIN, 3"CLEAR AND REMOVAL OF END BAR.
IN I ANI Y. CAPI t ) ARE AS - NO. 6 "TOP BARS"
t'f1'( )V lI)f MCS(INO Of 7 nP.O II-
f <U; .`;f T T t f Mf NT (INI F S S (EVENLY SPACED)
1114 (IT f t ) "I I If f?wl l!�f fly
I 1 If f Nc ;INf f f;
;t /I�� ,1 rnt ►t ►l MIN PRECdST CONCRETE -
j VIfl PON
'/" PLATE WASHER AV( I A1t A', 4x4x
4 A11N
'
114 " COTTER PIN CONSTRUCTION NOTE, i
h" MIN 5O. CONSTRUCT INLET STRUCTURE AS SHOWN
ON SHEET NO . 3 AND PEER CALTRANS
;(If414?AI I 101? STANDARD P-94.
I ANI ),!�<CAPI t) Afff A`, \�- NO. 10 "END BAR"
-
f /( >Nf ! �, Vf I?1 I(�A( >R 1�2" HOLE FOR "END BAR", 2"CLEAR � - 4"x4"x'/ " PLATE WASHER
MAT 1 1 :31 Off 0 W AI I
I BACKF II I ABOVE T HE PIPE ZONE: MAY
Pf MATERIAL FROM THE EXCAVATION
CON7 AINING NO PARTICLES LARGER
THAN 3" DIAMETER, FREE FROM ROOTS, INSTALLATION VIEW
Dt RR1S ANO ORGANIC MATERIAL.
VERT ICAT WAI 1 PIPTF1 O.I). PIPE ZONE TYPE 1,
T f?f N('1I I .SEE C.R.C. STO
' PLAN 341 PIPE APRON GUARD DESCRIPTION OF REVISION DATE CITY
UNO/ T URf3f f-� NTS VESSIQN�� APPROVED
LnfTH _ �!�! ��° o" SORo `,��� CITY OF RANCHO CUCAMONGA
W 6TH STREET
N�T�S• DETAILS SECTIONS
RF OU 1 RE ML N �Q &
� 1 ASAT ION SAFETY SHALL CONFORM T O OSHA J+/'9TF c1v��-
2. COMPACTION PER THE STANDARD SPEC 1 F ICAT IONS FORFEssfv�; , C . U . P . 90 - 16
PUBLIC IC WORK CONSTRUCT ION.
soRNTY OF SAN BERNAR APPROVED BY: - DATE•
i
CITY ENGINEERA"4 R.C.E. NO. 24953
_ NO. ACCEPTED DESIGN RECOMMENDED
- 7 y C. NICHOLSON
STORM SEWER TRENCH DETAIL �RAWN 7 =%
DATE• '- SHEET
6
N75 y - A, HURST OF
:NECKED DRAWING NO.
1-C- J. NEWTON DATE ,JUNE, 1995 R.0 E. NO lss� fl
FILE NO.
7748c035.dgn 26-MAY- 1995 16:15:34 SHEE?
n