HomeMy WebLinkAbout1034-DVICINITY MAP
NO SCALE
3
CONSTRUCTION NOTES
SEE STREET IMPROVEMENT
RAN NO.1034 FOR CONST.
DETAILS 11 QUANTITIES OF
INLET /OUTLET DRAIN.
1
CONSTRUCT
18" R.CP. 0250-D)
214
L.f.
CONSTRUCT
21 " R.C. P 0150-D)
202
L.F.
CONSTRUCT
21" R.C.P. (1000- D)
89
L.P.
CONSTRUCT
33" R.C. P. (1250 - D)
384
LP.
CONSTRUCT
36" R.C.P. (1150 -D)
1201
LA
CONSTRUCT
CATCH BASIN NO.1 PER CITY OF RANCHO CUCAMONGA STD. NO. SO2, W - W.
5
EA.
CONSTRUCT
CA -Mi BASIN NO.I PER CITY OF RANCHO CUCAMONGA STD NO. SO2, W - T
2
EA
CONSTRL=
CATCH BASIN NOA PER CITY OF RANCHO CUCAMONGA STD.NO. 502, W-10,
3
EA.
CONSTRUCT
JUNCTION STRUCTURE 'A' PER CITY OF RANCHO CUCAMONCYA STD. NO -SOB.
2
EA.
CONSTRUCT
JUNCTION STRUCTURE 'B' PER CITY OF RANCHO CUCAMONGA STD. NO.509.
1
EA.
CONSTRUCT
MANHOLE 'A' PER CITY OF RANCHO CUCAMONGA STD. NO. S 10.
6
EA.
CONSTRUCT
LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. NO. SIB.
10
EA.
CONSTRUCT
36" C.S.P. INLET PER DETAIL, SHEET NO. Z.
I
EA.
CONSTRUCT
TRANSITION STRUCTURE NO.3 PER L.A.C.FC.D STD. NO. 2 -DISE
I
EA.
REMOVE E VI Tn% 36" RC.P
ZI
L.F.
CONSTRUCT
24" Rr-P. (1500- D)
340
L.P.
4CONSTRUCT R.C.P. COLLAR PER S.B.C.F C.D. STD. S.P. 16-1.
%
EA.
IN -THE CITY OF RANCHO CUCAMONGA
wp.it HIGHLAN
AVENUE
1 2 3 4 5 6 7 8 9 10 11 12 13 14
ad --- - -
Z
W
7
ta
INDEX MAP
1" =200'
LEGEND
1%
145
146
147
146
149
Uj
150 W
151
152
153
154
155
157
0
3
F-
W
ENERAL NOTES
1. ALL 'WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO.:STDS. AND SPECS AND STD.
SPECS. FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE
PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED
IN PLACE AS REQUIRED AT NO.COST TO THE -CITY OF RANCHO CUCA14ONGA.
3. A PERMIT• SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
4. ALL SEWER, WATER -ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO 'PAVING.
S. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED,
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
6. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE,
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON THE
REQUEST OF THE INSPECTOR.
7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT $HALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON HIS PLANS.
8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.
9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE -SUBMITTING A BID. ANY
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF
QUANTITIES.
11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND
PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON
OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE
TOTAL COST OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY
OPERATION.
12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR CHANNEL.
13. SLOPE PROTECTION:. THE CONTRACTOR SHALL PROVIDE A BACKING FOR ALL
UNGROUTED ROCK SLOPE PROTECTION AND HE MAY USE EITHER MARAFI 50OX
PLASTIC MATTING (OR EQUAL BRAND), OR A 6" 'LAYER OF AGGREATE 050 - 1
Lb.). IF 6" LAYER OF AGGREATE IS USED THEN THE ROCK SLOPE PROTECTION
MAY BE PLACED IN. -ACCORDANCE WITH METHOOD '8' AS SPECIFIED IN THE LATEST
EDITION OF 'CAL TRANS' STANDARD SPECIFICATIONS, SECTION 72.
IF MARAFI 50OX (OR EQUAL BRAND) IS USED THEN METHOOD °A' PLACEMENT
SHALL BE REQUIRED FOR PLACEMENT OF ROCK SLOPE PROTECTION. ALSO THE
MARAFI PLASTIC MATTING MUST BE COMPLETELY COVERED OR SHIELDED. FROM
SUNLIGHT BY FILLING IN THE VOIDS WITH MATERIAL NO LESS THAN NO. 3
BACKING.
14. PIPE MATERIAL: REINFORCED CONCRETE PIPE OF VARIOUS 'D' LOAD STRENGTHS
ARE SPECIFIED ON ALL PLANS. HOWEVER, THE CONTRACTOR SHALL HAVE.OPTION
OF USING CAST -IN -PLACE -PIPE (SLIP FORM ONLY) WHERE APPLICABLE. IF
C.I.P.P. IS UTILIZEQ BY THE CONTRACTOR THE SIZE OF THE PIPE MUST BE
INCREASED BY A MINIMUM OF 3" FROM THAT WHICH IS SPECIFIED ON THE PLANS.
INSTALLATION OF ALL C.I.P.P. SHALL REQUIRE CONTINUOUS INSPECTION AND
ARRANGEMENTS MUST BE MADE WITH CITY INSPECTION PRIOR TO CONSTRUCTION.
ONE EXCEPTION: 96" C.I.P.P. MAY BE USED IN LIEU OF 96" R.C.P. IF THE
FOLLOWING CONSTRUCTION METHODS ARE UTILIZED:
a) GRADE CONTROL SHALL BE BY LASER BEAM OR EQUIVALENT.
b) STEEL TROWELL FINISH INVERT AFTER SLIP FORM IS REMOVED.
c) DIRECTION OF TRAVEL OF THE MACHINE SHALL BE DOWNSTREAM.
d) CONCRETE MIX SHALL BE AS PER A.C.I. SPECIFICATION 346-51 AND
SUPPLEMENTAL REPORT.
CIVIL ENGINEERS NOTE TO CONTRACTOR:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
6" OR 8" CURB & GUTTER CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION:
GENERAL TELEPHONE COMPANY: (800) 422-4132
A.C. PAVING OVER A.B. 280 SouthLocust
P.O. Box 2920
STREET NAME SIGN LOCATION Pomona, CA 91766
PREPARED FOR : --- STORM DRAIN LINE (SEE STORM DRAIN SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889
PLANS FOR CONSTRUCTION DETAILS) 2191 East Birch Sf-reet (714) 529-2070
U CROSS GUTTER . Brea, CA 92621
CUCAMONGA CO. WATER DISTRICT: (714) 987-2591
TRACT BOUNDARY, SUBDIVISION BOUNDARY 9641 San Bernardino Road
N"LLIAM LYONSTREET LIGHT Rancho Cucamonga, CA 91730
1�
ENGINEER'S NOTICE TO CONTRACTORS:
8540 ARCHIBALD AVENUE 4" PCC SIDEWALK
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SUITE B BARRICADE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE
LOCATIONS ARE APPROXIMATE. AND SHALL BE CONFIRMED IN THE FIELD BY THE
RANCHO CUCAMONGA, CA. 91730"^ TEMPORARY PAVEMENT AT ENO OF STREET CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR
GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
(714) 980-2244p PEDESTRIAN RAMP PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
rNOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CHARCHOI HARTMAN & ASSOC. BENCH MARK: 137 ELEV. 1319.531 =�,- LOCAL DEPRESSION AT CATCH BASIN
L-wom
PLANNING • ENGINEERING • SURVEYING R.R. SPIKE IN SOUTH BIDE OF P.P. NO. SOUTHERN CALIFORNIA EDISON COMPANY: (714) 986-5861
,p, FIRE HYDRANT East Francis Street
25201 PASEO Of ALICIA • SUITE 100 1619753E ON NORTH SIDE OF BASELINE Onteri o, CA 91761
V►
v
4
112
113
IN
IIS
116 IIT 1e
�I
90En
3.
ta
INDEX MAP
1" =200'
LEGEND
1%
145
146
147
146
149
Uj
150 W
151
152
153
154
155
157
0
3
F-
W
ENERAL NOTES
1. ALL 'WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO.:STDS. AND SPECS AND STD.
SPECS. FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE
PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED
IN PLACE AS REQUIRED AT NO.COST TO THE -CITY OF RANCHO CUCA14ONGA.
3. A PERMIT• SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
4. ALL SEWER, WATER -ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO 'PAVING.
S. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED,
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
6. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE,
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON THE
REQUEST OF THE INSPECTOR.
7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT $HALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON HIS PLANS.
8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.
9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE -SUBMITTING A BID. ANY
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF
QUANTITIES.
11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND
PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON
OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE
TOTAL COST OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY
OPERATION.
12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR CHANNEL.
13. SLOPE PROTECTION:. THE CONTRACTOR SHALL PROVIDE A BACKING FOR ALL
UNGROUTED ROCK SLOPE PROTECTION AND HE MAY USE EITHER MARAFI 50OX
PLASTIC MATTING (OR EQUAL BRAND), OR A 6" 'LAYER OF AGGREATE 050 - 1
Lb.). IF 6" LAYER OF AGGREATE IS USED THEN THE ROCK SLOPE PROTECTION
MAY BE PLACED IN. -ACCORDANCE WITH METHOOD '8' AS SPECIFIED IN THE LATEST
EDITION OF 'CAL TRANS' STANDARD SPECIFICATIONS, SECTION 72.
IF MARAFI 50OX (OR EQUAL BRAND) IS USED THEN METHOOD °A' PLACEMENT
SHALL BE REQUIRED FOR PLACEMENT OF ROCK SLOPE PROTECTION. ALSO THE
MARAFI PLASTIC MATTING MUST BE COMPLETELY COVERED OR SHIELDED. FROM
SUNLIGHT BY FILLING IN THE VOIDS WITH MATERIAL NO LESS THAN NO. 3
BACKING.
14. PIPE MATERIAL: REINFORCED CONCRETE PIPE OF VARIOUS 'D' LOAD STRENGTHS
ARE SPECIFIED ON ALL PLANS. HOWEVER, THE CONTRACTOR SHALL HAVE.OPTION
OF USING CAST -IN -PLACE -PIPE (SLIP FORM ONLY) WHERE APPLICABLE. IF
C.I.P.P. IS UTILIZEQ BY THE CONTRACTOR THE SIZE OF THE PIPE MUST BE
INCREASED BY A MINIMUM OF 3" FROM THAT WHICH IS SPECIFIED ON THE PLANS.
INSTALLATION OF ALL C.I.P.P. SHALL REQUIRE CONTINUOUS INSPECTION AND
ARRANGEMENTS MUST BE MADE WITH CITY INSPECTION PRIOR TO CONSTRUCTION.
ONE EXCEPTION: 96" C.I.P.P. MAY BE USED IN LIEU OF 96" R.C.P. IF THE
FOLLOWING CONSTRUCTION METHODS ARE UTILIZED:
a) GRADE CONTROL SHALL BE BY LASER BEAM OR EQUIVALENT.
b) STEEL TROWELL FINISH INVERT AFTER SLIP FORM IS REMOVED.
c) DIRECTION OF TRAVEL OF THE MACHINE SHALL BE DOWNSTREAM.
d) CONCRETE MIX SHALL BE AS PER A.C.I. SPECIFICATION 346-51 AND
SUPPLEMENTAL REPORT.
CIVIL ENGINEERS NOTE TO CONTRACTOR:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
6" OR 8" CURB & GUTTER CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION:
GENERAL TELEPHONE COMPANY: (800) 422-4132
A.C. PAVING OVER A.B. 280 SouthLocust
P.O. Box 2920
STREET NAME SIGN LOCATION Pomona, CA 91766
PREPARED FOR : --- STORM DRAIN LINE (SEE STORM DRAIN SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889
PLANS FOR CONSTRUCTION DETAILS) 2191 East Birch Sf-reet (714) 529-2070
U CROSS GUTTER . Brea, CA 92621
CUCAMONGA CO. WATER DISTRICT: (714) 987-2591
TRACT BOUNDARY, SUBDIVISION BOUNDARY 9641 San Bernardino Road
N"LLIAM LYONSTREET LIGHT Rancho Cucamonga, CA 91730
1�
ENGINEER'S NOTICE TO CONTRACTORS:
8540 ARCHIBALD AVENUE 4" PCC SIDEWALK
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SUITE B BARRICADE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE
LOCATIONS ARE APPROXIMATE. AND SHALL BE CONFIRMED IN THE FIELD BY THE
RANCHO CUCAMONGA, CA. 91730"^ TEMPORARY PAVEMENT AT ENO OF STREET CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR
GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
(714) 980-2244p PEDESTRIAN RAMP PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
rNOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CHARCHOI HARTMAN & ASSOC. BENCH MARK: 137 ELEV. 1319.531 =�,- LOCAL DEPRESSION AT CATCH BASIN
L-wom
PLANNING • ENGINEERING • SURVEYING R.R. SPIKE IN SOUTH BIDE OF P.P. NO. SOUTHERN CALIFORNIA EDISON COMPANY: (714) 986-5861
,p, FIRE HYDRANT East Francis Street
25201 PASEO Of ALICIA • SUITE 100 1619753E ON NORTH SIDE OF BASELINE Onteri o, CA 91761
V►
v
4
�I
90En
87
86
85
164
183
82
81
so
N
79
ta
INDEX MAP
1" =200'
LEGEND
1%
145
146
147
146
149
Uj
150 W
151
152
153
154
155
157
0
3
F-
W
ENERAL NOTES
1. ALL 'WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO.:STDS. AND SPECS AND STD.
SPECS. FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE
PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED
IN PLACE AS REQUIRED AT NO.COST TO THE -CITY OF RANCHO CUCA14ONGA.
3. A PERMIT• SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN
THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
4. ALL SEWER, WATER -ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO 'PAVING.
S. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED,
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
6. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE,
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON THE
REQUEST OF THE INSPECTOR.
7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT $HALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON HIS PLANS.
8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.
9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE -SUBMITTING A BID. ANY
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF
QUANTITIES.
11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND
PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON
OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE
TOTAL COST OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY
OPERATION.
12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR CHANNEL.
13. SLOPE PROTECTION:. THE CONTRACTOR SHALL PROVIDE A BACKING FOR ALL
UNGROUTED ROCK SLOPE PROTECTION AND HE MAY USE EITHER MARAFI 50OX
PLASTIC MATTING (OR EQUAL BRAND), OR A 6" 'LAYER OF AGGREATE 050 - 1
Lb.). IF 6" LAYER OF AGGREATE IS USED THEN THE ROCK SLOPE PROTECTION
MAY BE PLACED IN. -ACCORDANCE WITH METHOOD '8' AS SPECIFIED IN THE LATEST
EDITION OF 'CAL TRANS' STANDARD SPECIFICATIONS, SECTION 72.
IF MARAFI 50OX (OR EQUAL BRAND) IS USED THEN METHOOD °A' PLACEMENT
SHALL BE REQUIRED FOR PLACEMENT OF ROCK SLOPE PROTECTION. ALSO THE
MARAFI PLASTIC MATTING MUST BE COMPLETELY COVERED OR SHIELDED. FROM
SUNLIGHT BY FILLING IN THE VOIDS WITH MATERIAL NO LESS THAN NO. 3
BACKING.
14. PIPE MATERIAL: REINFORCED CONCRETE PIPE OF VARIOUS 'D' LOAD STRENGTHS
ARE SPECIFIED ON ALL PLANS. HOWEVER, THE CONTRACTOR SHALL HAVE.OPTION
OF USING CAST -IN -PLACE -PIPE (SLIP FORM ONLY) WHERE APPLICABLE. IF
C.I.P.P. IS UTILIZEQ BY THE CONTRACTOR THE SIZE OF THE PIPE MUST BE
INCREASED BY A MINIMUM OF 3" FROM THAT WHICH IS SPECIFIED ON THE PLANS.
INSTALLATION OF ALL C.I.P.P. SHALL REQUIRE CONTINUOUS INSPECTION AND
ARRANGEMENTS MUST BE MADE WITH CITY INSPECTION PRIOR TO CONSTRUCTION.
ONE EXCEPTION: 96" C.I.P.P. MAY BE USED IN LIEU OF 96" R.C.P. IF THE
FOLLOWING CONSTRUCTION METHODS ARE UTILIZED:
a) GRADE CONTROL SHALL BE BY LASER BEAM OR EQUIVALENT.
b) STEEL TROWELL FINISH INVERT AFTER SLIP FORM IS REMOVED.
c) DIRECTION OF TRAVEL OF THE MACHINE SHALL BE DOWNSTREAM.
d) CONCRETE MIX SHALL BE AS PER A.C.I. SPECIFICATION 346-51 AND
SUPPLEMENTAL REPORT.
CIVIL ENGINEERS NOTE TO CONTRACTOR:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
6" OR 8" CURB & GUTTER CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION:
GENERAL TELEPHONE COMPANY: (800) 422-4132
A.C. PAVING OVER A.B. 280 SouthLocust
P.O. Box 2920
STREET NAME SIGN LOCATION Pomona, CA 91766
PREPARED FOR : --- STORM DRAIN LINE (SEE STORM DRAIN SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889
PLANS FOR CONSTRUCTION DETAILS) 2191 East Birch Sf-reet (714) 529-2070
U CROSS GUTTER . Brea, CA 92621
CUCAMONGA CO. WATER DISTRICT: (714) 987-2591
TRACT BOUNDARY, SUBDIVISION BOUNDARY 9641 San Bernardino Road
N"LLIAM LYONSTREET LIGHT Rancho Cucamonga, CA 91730
1�
ENGINEER'S NOTICE TO CONTRACTORS:
8540 ARCHIBALD AVENUE 4" PCC SIDEWALK
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SUITE B BARRICADE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE
LOCATIONS ARE APPROXIMATE. AND SHALL BE CONFIRMED IN THE FIELD BY THE
RANCHO CUCAMONGA, CA. 91730"^ TEMPORARY PAVEMENT AT ENO OF STREET CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR
GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
(714) 980-2244p PEDESTRIAN RAMP PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
rNOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CHARCHOI HARTMAN & ASSOC. BENCH MARK: 137 ELEV. 1319.531 =�,- LOCAL DEPRESSION AT CATCH BASIN
L-wom
PLANNING • ENGINEERING • SURVEYING R.R. SPIKE IN SOUTH BIDE OF P.P. NO. SOUTHERN CALIFORNIA EDISON COMPANY: (714) 986-5861
,p, FIRE HYDRANT East Francis Street
25201 PASEO Of ALICIA • SUITE 100 1619753E ON NORTH SIDE OF BASELINE Onteri o, CA 91761
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CONST�tLiCTTON
1 CONSTRUCT 18"R -CP (1250-D) -
34 CONSTRUCT 21' R -C. P (1150 - D)
CONSTRUCT 21' RCP. i10o0-D)
34 33" R.C. P. (1250-D)
—Cg,�� 36" R.C.P MSO -D)
�V/ S'"i.RiJGT C9MM BASIN N0.1 PER CITE' OF OtA"C'M t tlMV OMA STD. NO. SM W! AP
CONSTRUCT CAXN' BASH NO.I PER CITY OF RANCHO CUCAMONGA STTLNO. SO2, W • -r
'!8 TRUGT CATCH WEAN NO -1 PER C1 TY OF RANCHO CUCAMONGA STD -NO. SO2, W = b'
CONSTRUCT .!UNCTION STRUCTURE -A- PER CITY OF RANCHO CUCAWIONCYA STO. NO -SOB.
�0 CONSTRUCT JUNCTION STRUCTURE W PEER CITY Of RANCHO CUCAMONGA STD. NO.S08.
1 NSTRUC.T MANHOLE A' PER CITY OF RANCHO CUCAMONGA STD NO. 510 .
a -CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA ST0.1 40. SIS.
CONSTRUCT S6" C.S.P. INLET PER DETAIL. r HEREON.
(44}- CONSTRUCT TRANSMON S'T'RUCTURE NOS PER L.A.C.P:C:Q STD. NOS 2 -OMS -
A = 52.26' 14"
O:1
MANHOLE DETAIL
STA. 5 -12196 - LIN '
E�NO.1,
1 .
APPROVED BY DATE - --
CITY ENGINEER R.C.E. NO.23889
DESIGN
C,OH
PREPARED NDER
THE SUPERVISION OF:S.
i
DRAWN
MDS
SHEET
2 OF §
CHECKED
CAH
-
DRAWING NO.
1034-0
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3
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4
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1 CONSTRUCT 18"R -CP (1250-D) -
34 CONSTRUCT 21' R -C. P (1150 - D)
CONSTRUCT 21' RCP. i10o0-D)
34 33" R.C. P. (1250-D)
—Cg,�� 36" R.C.P MSO -D)
�V/ S'"i.RiJGT C9MM BASIN N0.1 PER CITE' OF OtA"C'M t tlMV OMA STD. NO. SM W! AP
CONSTRUCT CAXN' BASH NO.I PER CITY OF RANCHO CUCAMONGA STTLNO. SO2, W • -r
'!8 TRUGT CATCH WEAN NO -1 PER C1 TY OF RANCHO CUCAMONGA STD -NO. SO2, W = b'
CONSTRUCT .!UNCTION STRUCTURE -A- PER CITY OF RANCHO CUCAWIONCYA STO. NO -SOB.
�0 CONSTRUCT JUNCTION STRUCTURE W PEER CITY Of RANCHO CUCAMONGA STD. NO.S08.
1 NSTRUC.T MANHOLE A' PER CITY OF RANCHO CUCAMONGA STD NO. 510 .
a -CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA ST0.1 40. SIS.
CONSTRUCT S6" C.S.P. INLET PER DETAIL. r HEREON.
(44}- CONSTRUCT TRANSMON S'T'RUCTURE NOS PER L.A.C.P:C:Q STD. NOS 2 -OMS -
A = 52.26' 14"
O:1
MANHOLE DETAIL
STA. 5 -12196 - LIN '
E�NO.1,
1 .
APPROVED BY DATE - --
CITY ENGINEER R.C.E. NO.23889
DESIGN
C,OH
PREPARED NDER
THE SUPERVISION OF:S.
- LINE ' P:
DRAWN
MDS
SHEET
2 OF §
CHECKED
CAH
-LI
DRAWING NO.
1034-0
-.
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4
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mm
9
10
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12
13
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DESCRIPTION OF REVISION DATE I CITY
APP D.
CITY OF RANCHO CUCAMONGA
STORM DRAIN
HIGHLAND AVENUE
TRACT NO
CATCH B IN DETAIL
STA. 0+54.26~LINE 'A-1'
CHARCHOLMARTMAN & ASSOC.
PLANNING 9 ENGINEERING • SURVEYING
26201 PASEO DE ALICIA - SUITE 100 �
_ _ LAOUNA MILLS. CALIFORNIA 92053 - (714) 601-4601
1 .
APPROVED BY DATE - --
CITY ENGINEER R.C.E. NO.23889
DESIGN
C,OH
PREPARED NDER
THE SUPERVISION OF:S.
R� OMENDED
c
G= £n4inserinq
DRAWN
MDS
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CAH
CHARLES O. HARTMAN
e_-vp 3-87 R.C.E. NO. 29243
DATE 5 FILE NO.
DRAWING NO.
1034-0
13
1T4
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CATCH BASIN CETAIL
LINE '13'
CARISSA COURT �
ARABIS PLACE
CURVE DATA
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Co'( --F OdiJ's UCTtom NOTES A - 4l •42' 1 1 " 22.50' 16.13' 99S' --
CONSTRUCT 18-R.C_P. 0250-1)) o-- 49. 1'S'33" 22.50 19.54' 10.31'
4m Tr, 32 coNSTRUCT 21' R.CP (1i50 - D) GO---- 6. 14'26' 541.00' 59.58' 29.$2'
io"cF n_ CONSTRUCT 27RC.P. (1000-D) �— 29•08'Olp 90.00' 45.11' 23.39'
34 "TRt3CT 33- R.C.P. (1250-D) Ea— 90.00' S7" 4S.00' 10.10' 45.01,
6 -- 0M4T WCT W R GP. (nso -0) 45.00' 00" 2'L.50' 1l .6l' 9.3T
CATCH BASIN NQI 'ER CITY OF RANCHO CUCAMONGA. STD. NO. SO2, WOW
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�—CONSTRUCT JUNCTION STRUCTURE 'A' PER CITY OF RANCHO CUCAMONC' YA STD. NO.SM.
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4�1 ---CONSTRUCT MAN MOLE 'A' PER CITY OF RANCHO CUCAMONGA STD. NO. S 10.
42 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD.N0, S18.
43 CONSTRUCT 36" C.M.P. RISER PER CALTRANS STD. D -9G . .
44 CONSTRUCT TRANSITION STRUCTURE WO -3 PER L.A.C.FC.D STD. NO. 2 -DIES _
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CURVE DATA
e R
4o1.lR Zt L T
Co'( --F OdiJ's UCTtom NOTES A - 4l •42' 1 1 " 22.50' 16.13' 99S' --
CONSTRUCT 18-R.C_P. 0250-1)) o-- 49. 1'S'33" 22.50 19.54' 10.31'
4m Tr, 32 coNSTRUCT 21' R.CP (1i50 - D) GO---- 6. 14'26' 541.00' 59.58' 29.$2'
io"cF n_ CONSTRUCT 27RC.P. (1000-D) �— 29•08'Olp 90.00' 45.11' 23.39'
34 "TRt3CT 33- R.C.P. (1250-D) Ea— 90.00' S7" 4S.00' 10.10' 45.01,
6 -- 0M4T WCT W R GP. (nso -0) 45.00' 00" 2'L.50' 1l .6l' 9.3T
CATCH BASIN NQI 'ER CITY OF RANCHO CUCAMONGA. STD. NO. SO2, WOW
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t ll x CoNsTm= CA-rH BASIN NO.I PER CITY OF RANCHO CUCAMONGA STD NO. SO2, W • I-
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�—CONSTRUCT JUNCTION STRUCTURE 'A' PER CITY OF RANCHO CUCAMONC' YA STD. NO.SM.
460CF"IG Tc O CONSTRUCT JUNCTION STRUCTURE W PER CITY OF RANCHO CUCAMONGA STD. NO.SOS.
4�1 ---CONSTRUCT MAN MOLE 'A' PER CITY OF RANCHO CUCAMONGA STD. NO. S 10.
42 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD.N0, S18.
43 CONSTRUCT 36" C.M.P. RISER PER CALTRANS STD. D -9G . .
44 CONSTRUCT TRANSITION STRUCTURE WO -3 PER L.A.C.FC.D STD. NO. 2 -DIES _
REMOVE EXIST. 3G" R.C. P. STU B . e__CONSTRUCT 24" R C.P. (11500-0).
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