HomeMy WebLinkAbout1358-DPROFILE SCALE
I"= 40'H
IIx=4' V
-00' VC
EX/5 r, rC e V
1180 N LY -2. &0 7
Gt
1180 rxl3r. FS. O,t/
�9-2.100 % h" M
+
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1170
DEVON ST. PROFILE
SCALE ' I" = 40'
5
m° croww� DEVON
TCCA 2Z
6
O
Q = 0,7000'00,
L =
31,42'
T = 20 -Co'
LOIA-a
!,l/O ECtZ.
31.42
L • 51.42' .
U
r �
v 0�
� m
v
t M N 1180
v hN ^ ^ �v o� NLY
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RANCHO CUCAMONGA STANDARDS ANDTHESTANDARDSPECIFICATIONS FOR PUBLIC
v
N
tel_
ie
v
�h
v :v ti
AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND
all
1180
0
� t`
TC e, /6,9070
FL
i
/B' RT
of - -:--
L� 1 kAa
a < �X-
/0 yrs >r • 1170
7 8
EX/5T. G'BLOr-Icwl LL -XX/sr- OYE&CFLOW
GurrER
ENGINEER'S NOTE TO CONTRACTOR
The existencend locotlon of any underground utility pipes.
conduits or structures shown on these plans ore obtained by
a search of the available records. To the best of our
knowledge there ore no existing utilities except as shown on
these plans. The contractor is required to take due
precautionary measures to protect the utility lines shown on
these drawings. The contractor further assumes all
lioblilty and responsibility for the utility pipes. conduits
or structures shown or not shown on these drawings.
Contractor agrees that he sholI assume sole and complete
responsibilty for the Job site conditions during the course of
construction of this project. including sofetyy of all persons
and property• that this requirement sholl opply continuously
and not be limited to normal working hours; and that the
contractor shall defend. indemnify and hold the CITY, and
OWNER and the ENGINEER harmless from any and all
liability, real or alleged. in connection with the performance
of work an this project. exDepting for liability arising from
the sole negligence of the OWNER or ENGINEER.
KINLOCK ST
O
R = 20.00 '
L = 3/.42'
•T = 20. oo'
I
/o Z5 Lmc�,-TQ 0-s\ I
1' �!v 1V 10 E=-
C" C"
f�
�f Jp►)
h
A�� gkGc' [ �`
L 9FY 7-
�+ I 3
,G 3
11 101e41'V14c6E I
I I EA66MEW/r TO Th
I CITY OF lr'41 1W/O
CGLAMDAJ6A
All A N
m
II w
I PAR. 2 22
I
PAAP. /
l
Ex /,,- r/IVG)
ZD - 8 x e,0Z 1A6*,5E
D.CECAII [143
EX/�T. 6L0�4e.
I
The quantities noted ore provided by the ENGINEER soley as
an estimate of the amount of work required to complete the
�ob. Quantities noted are Provided for the convenience of
EVELOPER only The CONTRACTOR is hereby notified to
provide the DEVELOPER with a bid based on his own deter-
mination of quantities for a complete ,lob.
EM
1170
IM
9+00 10+00 11+00
7e. s1
HGL =O. SD%
.?/ "'Cep & /.G/
2 GAs /2
Qioo=//.34CIS
V a' 4.34 FP5
3� as
'•L
`334.2
12+00
13+00
1180 S LY
V
41N v
0
`h
o h
1.
%4
V
�•N1
ri
n
RANCHO CUCAMONGA STANDARDS ANDTHESTANDARDSPECIFICATIONS FOR PUBLIC
v
N
tel_
�n
�h
AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND
all
TC e, /6,9070
FL
i
/B' RT
of - -:--
L� 1 kAa
a < �X-
/0 yrs >r • 1170
7 8
EX/5T. G'BLOr-Icwl LL -XX/sr- OYE&CFLOW
GurrER
ENGINEER'S NOTE TO CONTRACTOR
The existencend locotlon of any underground utility pipes.
conduits or structures shown on these plans ore obtained by
a search of the available records. To the best of our
knowledge there ore no existing utilities except as shown on
these plans. The contractor is required to take due
precautionary measures to protect the utility lines shown on
these drawings. The contractor further assumes all
lioblilty and responsibility for the utility pipes. conduits
or structures shown or not shown on these drawings.
Contractor agrees that he sholI assume sole and complete
responsibilty for the Job site conditions during the course of
construction of this project. including sofetyy of all persons
and property• that this requirement sholl opply continuously
and not be limited to normal working hours; and that the
contractor shall defend. indemnify and hold the CITY, and
OWNER and the ENGINEER harmless from any and all
liability, real or alleged. in connection with the performance
of work an this project. exDepting for liability arising from
the sole negligence of the OWNER or ENGINEER.
KINLOCK ST
O
R = 20.00 '
L = 3/.42'
•T = 20. oo'
I
/o Z5 Lmc�,-TQ 0-s\ I
1' �!v 1V 10 E=-
C" C"
f�
�f Jp►)
h
A�� gkGc' [ �`
L 9FY 7-
�+ I 3
,G 3
11 101e41'V14c6E I
I I EA66MEW/r TO Th
I CITY OF lr'41 1W/O
CGLAMDAJ6A
All A N
m
II w
I PAR. 2 22
I
PAAP. /
l
Ex /,,- r/IVG)
ZD - 8 x e,0Z 1A6*,5E
D.CECAII [143
EX/�T. 6L0�4e.
I
The quantities noted ore provided by the ENGINEER soley as
an estimate of the amount of work required to complete the
�ob. Quantities noted are Provided for the convenience of
EVELOPER only The CONTRACTOR is hereby notified to
provide the DEVELOPER with a bid based on his own deter-
mination of quantities for a complete ,lob.
EM
1170
IM
9+00 10+00 11+00
7e. s1
HGL =O. SD%
.?/ "'Cep & /.G/
2 GAs /2
Qioo=//.34CIS
V a' 4.34 FP5
3� as
'•L
`334.2
12+00
13+00
Rt:
= 25.49 cE5
V- 1,11*A
J
1170 J
f� �P
e r
�X,Sr c 7 o oz �� ` _ I EX/5T• 33 RCP MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
a
W I 8. COMPACTIONS TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL
COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL
bL �_ .
, ��� �� PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
g-s� 9. AT COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE
V9 ®ki CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
G3• s cti�
VERIFY:
a) SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
(b) STABILITY. OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
10. WHEN ASPHALT CONCRETE IS PLACE ON NATIVE SOIL WHICH CONSISTS OF A
ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL
PROFILE n8n BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE
NATIVE MATERIAL.
11. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS
STERILANT REGISTRED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL
2/"RcP O-4OA10= 1250 BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE
PER STD 5/9 FULL PAVEMENT WIDTH PRIOR TO PAVING.
12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
:L=2./G 7 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED
EX/5T. 17"A'CPe 2.00 % IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
13. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF
QUANTITIES.
14. CITY RESPONSIBOVAL ILITYOFFOR LANS THE DOES
CORRECTTIONRELIEVE
ERRORTHE
ANDDEVELOPER
OMISION DISCOVERED
DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL
CONSTRUCTION NOTES QUANTITIES BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
-- - - - 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN HAZARD -FREE.
(D_- EXISTING CROSS -GUTTER AND SPANDREL ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON
TO BE REMOVED . _- _ _ _ _ - - _ _ _ - _ - - _ - _ - _ _ _ _2 REQUEST OF THE INSPECTOR.
Al A1W 30' 6 Vol 2 EXISTING A.C. BERM TO BE REMOVED. _ _ _ _ _ _ _ _ _ 225 16. ALL CURB AND GUTTER. WHERE GRADE IS LESS THAN 0.40%. SHALL BE STAKED
WITH 3' OFFSTES AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL
EXISTING CEMENT CONCRETE SLAB AND EXPANSION JOINTS.
RIPRAPING TO BE REMOVED. _ _ _
`� .F' �s' /1 s' ss' ss' 12.s' Gs' .{' G•. 17. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NOS.
4 EXISTING C.S.P. RISER TO BE REMOVED._. 401 & 402. SHALL BE CONSTRUCTD AT EACH INTERSECTION.
6�- EXISTING 27" DIA RCP STORM DRAIN TO
' �! fr LEVEG Day pSo c1.NE fT BE PROTECTED IN PLACE. 18. CONTACT UNDERGROUND ALERT 1- 800- 422- 4133 AND ALL UTILITY
---�- - 1* r==7• COMPANIES AS REQUIRED, TWO (2) WORKING DAYS PRIOR TO EXCA-
n R- 6/TT�O
VATION.
OVERLAY EXISTING PAVEMENT TO CONFORM
Li WITH THE TYPICAL SECTION. (Header Cut to join)_ _ _ _ 9G 90 S.,0
19ZIAc19vE-A' SAWCUT AND REMOVE EXISTING CONSTRUCTION NOTES FOR STREET TREES
.33'AB 8
PAVEMENT.---- -- - - -- --- -71°0 c.r
9�-EXISTING BARRICADE TO BE PROTECTED I. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY
TYPICAL SECTION (EXISTING) IN PLACE. STANDARD 601.
STA. (5+50) NTS CTYP.) 10 CONSTRUCT CATCH BASIN PER STD. 502 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING
DEVON ST (VaW as shown), LOCAL DEPRESSION Per Std.518 Case"C `- - -- 5 TO CITY STANDARD 605 A.
11 REMOVE EXISTING CURB AND GUTTER OR WHEELCHAIR RAMP AS 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RE -
NECESSARY TO CONSTRUCT CATCH BASIN. REPLACE CURB AND D
GUTTER PER STD. 303, SIDEWALK AND RAMP PER STD. 310 COMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO
.
THE CITY INSPECTOR.
12 CONSTRUCT 21" RCP D -LOAD 1250. SEE 7G.B L.� 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE
PROFILE "A". - -- - - - - - - - - - - - - - - - - - --- --- - - TRUNK 1S CLOSER THAN THREE FEET (3 ') TO THE FACE OF CURB UNLESS
@__CONSTRUCT 21" RCP D -LOAD 1250. SEE OTHERWISE NOTED.
Al P/W PROFILE "B". - -- -- --- -- - -------- --�s42 L.f
5 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE
30' 30" 14 CONSTRUCT 27" RCP D -LOAD � 1000. _ _ _ _ _ _ _ _ _ _ __ 7G•4 �•R
BY THE CITY ENGINEER,
12' JOIN TO EXISTING 27" RCP, USE RCP COLLAR PER DETAIL, SHT. 2., IW-oor/�i� acvo
(ANGLE A=0°)
z/s" j S%h'"J spy' /z z,/3' 7' .{' 16 EXISTING 5" WATERLINE TO BE ABANDONED.- _ _ _ ._ _9ooL./9__ BENCH MARK N0. 106-8 '�
17 CONSTRUCT 8" CURB & GUTTER PER STD. _ _ _ It
303. P.K. NAIL AT CENTER OF WING or
18 CONSTRUCT 4' SIDEWALK PER STD. 305.8x310 __ ___ .920.0 > WALL 15' SOUTH OF END WALL
cE✓Fc ° �� L/A/E ON WEST SIDE OF TURNER AVE.
------- -- -- - - 19 CONSTRUCT 4A.C.(MIN•) OVER 4" A.B.(MIN•)•_4,9600 S.WS AND SOUTH SIDE OF FOOTHILL
IN
ADJUST MH 8 WATER VALVES TO FINISHED GRADE BLVD. ELEVATION= 1204.1051,
17 21 EXIST. STREET LIGHTS TO BE PROTECTED IN PLACE. W
Z
/7 22 CONSTRUCT 16 DRIVEWAY APPROACH PER STD. 305 _ _____.j E4etVW QourE�
23 CONSTRUCT 21" RCP D -LOAD = 1250 SEE PROFILE
C, SHT. 2.---1i----------------------------32.Otf
TYPICAL SECTION (PROPOSED) 24 CONSTRUCT 21 RCP D -LOAD = 1250 SEE PROFILE VICINITY MAP '
D, SHT. 2. - - - - - - - 32.0 L.F. -- -
TA.(5+81.781T0 NTS ----------------------"_'_------ _NT
STA. (8+ 2 ) DEVON ST. 25 USE CORNER CONNECTION DETAIL AS SHOWN ON SHT. 2._
INSTALL STREET TREES LU/0.
/O4MB.41F STY/P.4CUFLU.9, `� t ; € ) _ . % %1(
/5 64L. PE/P-OrREEi r1F,EE CONSTIFUCT/ON NOTES 11EIREON
tea-!?EMs✓E EAST//vG 1t/�4 L L '
DEVON STREET RENOVATION
P/� ,2 , o,�,►,�A- EASEMEC/T LAsf/E tee, Qj 2� f?E"MOI�E EAST/NG SEE AND STORM DRAIN FOR
EASEME[Jr
1.75 I WATER DEPTH
GG
4
�`�`� \S Z• GSI/F F2 `` s� � If/'
O/�E.PFLD`i/ 3WALE
X No. 2$501 WATER
uj C/V1L 272 l
4lf Jf a,
,SECTION A N�,
/0�23�0// , - Re✓/5/0x15 4-1!6 6h0r✓7 0/7 f'LAn/ 'ar7� Or/ Co�5�r1�c//Ori /Vo�c?5
ENGR DATE APVD DATE D E S C R I P T I O N No.
R E V I S 1 0 N
PM 11685
RCE 22397
-
J.T JUAN,, V.0 , R4.A
E.S. I 2
Lsa),�T L UTIE Z �.�.�.
DATE ?
88-019
GENERAL NOTES
/99
M n� LAW No;
`h
1.
ALL OACCORDANCE TC
RANCHO CUCAMONGA STANDARDS ANDTHESTANDARDSPECIFICATIONS FOR PUBLIC
v
WORKS CONSTRUCTION -CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH
AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND
all
SPECIFICATIONS.
t,
,
2.
ALL WATER PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER
POLES. WATER METERS, VALVES.
m
PROFILE
FIRE HYDRANTS. ETC.. SHOWN OR NOT SHOWN
N
ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS
cq
O;r
WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR
3
- £X/ST. 6LG�.t'WQGL
PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO
CUCAMONGA.
81RCP D-Co4D -/150
''
PER 6-r-0. 5/9
i
3.
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
EX/1r/A/6 G.touWO Li,✓E DVS�e
HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO
SroA•.y lJPoiv.
I
ANY EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
-
Ill
/f I�
4.
SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY
STRUCTURAL SECTION TO BE INSTALLED.
III
\\
p
5.
A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
O
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION
4
WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
6.
THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH
"R"
(�a
GRADING. SOILS TESTS. INCLUDING VALUES SHALL BE TAKEN AND A
MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER. THE -
v
REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE
SUBMITTED TO THE CITY ENGINEER FOR HIS
REVIEW AND EVALUATION.
Qioo40.2 3 ell -6{
APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE
_I
6 /D. /2 fP5 � � �
�
�� ��
i HGL E@ 05-1 7.
I .•
7.
BEEN MET.
ALL SEWER. WATER, ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS I
Rt:
= 25.49 cE5
V- 1,11*A
J
1170 J
f� �P
e r
�X,Sr c 7 o oz �� ` _ I EX/5T• 33 RCP MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
a
W I 8. COMPACTIONS TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL
COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL
bL �_ .
, ��� �� PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
g-s� 9. AT COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE
V9 ®ki CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
G3• s cti�
VERIFY:
a) SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
(b) STABILITY. OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
10. WHEN ASPHALT CONCRETE IS PLACE ON NATIVE SOIL WHICH CONSISTS OF A
ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL
PROFILE n8n BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE
NATIVE MATERIAL.
11. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS
STERILANT REGISTRED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL
2/"RcP O-4OA10= 1250 BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE
PER STD 5/9 FULL PAVEMENT WIDTH PRIOR TO PAVING.
12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
:L=2./G 7 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED
EX/5T. 17"A'CPe 2.00 % IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
13. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF
QUANTITIES.
14. CITY RESPONSIBOVAL ILITYOFFOR LANS THE DOES
CORRECTTIONRELIEVE
ERRORTHE
ANDDEVELOPER
OMISION DISCOVERED
DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL
CONSTRUCTION NOTES QUANTITIES BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
-- - - - 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN HAZARD -FREE.
(D_- EXISTING CROSS -GUTTER AND SPANDREL ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON
TO BE REMOVED . _- _ _ _ _ - - _ _ _ - _ - - _ - _ - _ _ _ _2 REQUEST OF THE INSPECTOR.
Al A1W 30' 6 Vol 2 EXISTING A.C. BERM TO BE REMOVED. _ _ _ _ _ _ _ _ _ 225 16. ALL CURB AND GUTTER. WHERE GRADE IS LESS THAN 0.40%. SHALL BE STAKED
WITH 3' OFFSTES AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL
EXISTING CEMENT CONCRETE SLAB AND EXPANSION JOINTS.
RIPRAPING TO BE REMOVED. _ _ _
`� .F' �s' /1 s' ss' ss' 12.s' Gs' .{' G•. 17. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NOS.
4 EXISTING C.S.P. RISER TO BE REMOVED._. 401 & 402. SHALL BE CONSTRUCTD AT EACH INTERSECTION.
6�- EXISTING 27" DIA RCP STORM DRAIN TO
' �! fr LEVEG Day pSo c1.NE fT BE PROTECTED IN PLACE. 18. CONTACT UNDERGROUND ALERT 1- 800- 422- 4133 AND ALL UTILITY
---�- - 1* r==7• COMPANIES AS REQUIRED, TWO (2) WORKING DAYS PRIOR TO EXCA-
n R- 6/TT�O
VATION.
OVERLAY EXISTING PAVEMENT TO CONFORM
Li WITH THE TYPICAL SECTION. (Header Cut to join)_ _ _ _ 9G 90 S.,0
19ZIAc19vE-A' SAWCUT AND REMOVE EXISTING CONSTRUCTION NOTES FOR STREET TREES
.33'AB 8
PAVEMENT.---- -- - - -- --- -71°0 c.r
9�-EXISTING BARRICADE TO BE PROTECTED I. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY
TYPICAL SECTION (EXISTING) IN PLACE. STANDARD 601.
STA. (5+50) NTS CTYP.) 10 CONSTRUCT CATCH BASIN PER STD. 502 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING
DEVON ST (VaW as shown), LOCAL DEPRESSION Per Std.518 Case"C `- - -- 5 TO CITY STANDARD 605 A.
11 REMOVE EXISTING CURB AND GUTTER OR WHEELCHAIR RAMP AS 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RE -
NECESSARY TO CONSTRUCT CATCH BASIN. REPLACE CURB AND D
GUTTER PER STD. 303, SIDEWALK AND RAMP PER STD. 310 COMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO
.
THE CITY INSPECTOR.
12 CONSTRUCT 21" RCP D -LOAD 1250. SEE 7G.B L.� 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE
PROFILE "A". - -- - - - - - - - - - - - - - - - - - --- --- - - TRUNK 1S CLOSER THAN THREE FEET (3 ') TO THE FACE OF CURB UNLESS
@__CONSTRUCT 21" RCP D -LOAD 1250. SEE OTHERWISE NOTED.
Al P/W PROFILE "B". - -- -- --- -- - -------- --�s42 L.f
5 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE
30' 30" 14 CONSTRUCT 27" RCP D -LOAD � 1000. _ _ _ _ _ _ _ _ _ _ __ 7G•4 �•R
BY THE CITY ENGINEER,
12' JOIN TO EXISTING 27" RCP, USE RCP COLLAR PER DETAIL, SHT. 2., IW-oor/�i� acvo
(ANGLE A=0°)
z/s" j S%h'"J spy' /z z,/3' 7' .{' 16 EXISTING 5" WATERLINE TO BE ABANDONED.- _ _ _ ._ _9ooL./9__ BENCH MARK N0. 106-8 '�
17 CONSTRUCT 8" CURB & GUTTER PER STD. _ _ _ It
303. P.K. NAIL AT CENTER OF WING or
18 CONSTRUCT 4' SIDEWALK PER STD. 305.8x310 __ ___ .920.0 > WALL 15' SOUTH OF END WALL
cE✓Fc ° �� L/A/E ON WEST SIDE OF TURNER AVE.
------- -- -- - - 19 CONSTRUCT 4A.C.(MIN•) OVER 4" A.B.(MIN•)•_4,9600 S.WS AND SOUTH SIDE OF FOOTHILL
IN
ADJUST MH 8 WATER VALVES TO FINISHED GRADE BLVD. ELEVATION= 1204.1051,
17 21 EXIST. STREET LIGHTS TO BE PROTECTED IN PLACE. W
Z
/7 22 CONSTRUCT 16 DRIVEWAY APPROACH PER STD. 305 _ _____.j E4etVW QourE�
23 CONSTRUCT 21" RCP D -LOAD = 1250 SEE PROFILE
C, SHT. 2.---1i----------------------------32.Otf
TYPICAL SECTION (PROPOSED) 24 CONSTRUCT 21 RCP D -LOAD = 1250 SEE PROFILE VICINITY MAP '
D, SHT. 2. - - - - - - - 32.0 L.F. -- -
TA.(5+81.781T0 NTS ----------------------"_'_------ _NT
STA. (8+ 2 ) DEVON ST. 25 USE CORNER CONNECTION DETAIL AS SHOWN ON SHT. 2._
INSTALL STREET TREES LU/0.
/O4MB.41F STY/P.4CUFLU.9, `� t ; € ) _ . % %1(
/5 64L. PE/P-OrREEi r1F,EE CONSTIFUCT/ON NOTES 11EIREON
tea-!?EMs✓E EAST//vG 1t/�4 L L '
DEVON STREET RENOVATION
P/� ,2 , o,�,►,�A- EASEMEC/T LAsf/E tee, Qj 2� f?E"MOI�E EAST/NG SEE AND STORM DRAIN FOR
EASEME[Jr
1.75 I WATER DEPTH
GG
4
�`�`� \S Z• GSI/F F2 `` s� � If/'
O/�E.PFLD`i/ 3WALE
X No. 2$501 WATER
uj C/V1L 272 l
4lf Jf a,
,SECTION A N�,
/0�23�0// , - Re✓/5/0x15 4-1!6 6h0r✓7 0/7 f'LAn/ 'ar7� Or/ Co�5�r1�c//Ori /Vo�c?5
ENGR DATE APVD DATE D E S C R I P T I O N No.
R E V I S 1 0 N
PM 11685
RCE 22397
-
J.T JUAN,, V.0 , R4.A
E.S. I 2
Lsa),�T L UTIE Z �.�.�.
DATE ?
88-019
M n� LAW No;
`h
Rt:
= 25.49 cE5
V- 1,11*A
J
1170 J
f� �P
e r
�X,Sr c 7 o oz �� ` _ I EX/5T• 33 RCP MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
a
W I 8. COMPACTIONS TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL
COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL
bL �_ .
, ��� �� PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
g-s� 9. AT COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE
V9 ®ki CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
G3• s cti�
VERIFY:
a) SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
(b) STABILITY. OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
10. WHEN ASPHALT CONCRETE IS PLACE ON NATIVE SOIL WHICH CONSISTS OF A
ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL
PROFILE n8n BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE
NATIVE MATERIAL.
11. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS
STERILANT REGISTRED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL
2/"RcP O-4OA10= 1250 BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE
PER STD 5/9 FULL PAVEMENT WIDTH PRIOR TO PAVING.
12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
:L=2./G 7 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED
EX/5T. 17"A'CPe 2.00 % IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
13. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF
QUANTITIES.
14. CITY RESPONSIBOVAL ILITYOFFOR LANS THE DOES
CORRECTTIONRELIEVE
ERRORTHE
ANDDEVELOPER
OMISION DISCOVERED
DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL
CONSTRUCTION NOTES QUANTITIES BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
-- - - - 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN HAZARD -FREE.
(D_- EXISTING CROSS -GUTTER AND SPANDREL ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON
TO BE REMOVED . _- _ _ _ _ - - _ _ _ - _ - - _ - _ - _ _ _ _2 REQUEST OF THE INSPECTOR.
Al A1W 30' 6 Vol 2 EXISTING A.C. BERM TO BE REMOVED. _ _ _ _ _ _ _ _ _ 225 16. ALL CURB AND GUTTER. WHERE GRADE IS LESS THAN 0.40%. SHALL BE STAKED
WITH 3' OFFSTES AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL
EXISTING CEMENT CONCRETE SLAB AND EXPANSION JOINTS.
RIPRAPING TO BE REMOVED. _ _ _
`� .F' �s' /1 s' ss' ss' 12.s' Gs' .{' G•. 17. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NOS.
4 EXISTING C.S.P. RISER TO BE REMOVED._. 401 & 402. SHALL BE CONSTRUCTD AT EACH INTERSECTION.
6�- EXISTING 27" DIA RCP STORM DRAIN TO
' �! fr LEVEG Day pSo c1.NE fT BE PROTECTED IN PLACE. 18. CONTACT UNDERGROUND ALERT 1- 800- 422- 4133 AND ALL UTILITY
---�- - 1* r==7• COMPANIES AS REQUIRED, TWO (2) WORKING DAYS PRIOR TO EXCA-
n R- 6/TT�O
VATION.
OVERLAY EXISTING PAVEMENT TO CONFORM
Li WITH THE TYPICAL SECTION. (Header Cut to join)_ _ _ _ 9G 90 S.,0
19ZIAc19vE-A' SAWCUT AND REMOVE EXISTING CONSTRUCTION NOTES FOR STREET TREES
.33'AB 8
PAVEMENT.---- -- - - -- --- -71°0 c.r
9�-EXISTING BARRICADE TO BE PROTECTED I. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY
TYPICAL SECTION (EXISTING) IN PLACE. STANDARD 601.
STA. (5+50) NTS CTYP.) 10 CONSTRUCT CATCH BASIN PER STD. 502 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING
DEVON ST (VaW as shown), LOCAL DEPRESSION Per Std.518 Case"C `- - -- 5 TO CITY STANDARD 605 A.
11 REMOVE EXISTING CURB AND GUTTER OR WHEELCHAIR RAMP AS 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RE -
NECESSARY TO CONSTRUCT CATCH BASIN. REPLACE CURB AND D
GUTTER PER STD. 303, SIDEWALK AND RAMP PER STD. 310 COMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO
.
THE CITY INSPECTOR.
12 CONSTRUCT 21" RCP D -LOAD 1250. SEE 7G.B L.� 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE
PROFILE "A". - -- - - - - - - - - - - - - - - - - - --- --- - - TRUNK 1S CLOSER THAN THREE FEET (3 ') TO THE FACE OF CURB UNLESS
@__CONSTRUCT 21" RCP D -LOAD 1250. SEE OTHERWISE NOTED.
Al P/W PROFILE "B". - -- -- --- -- - -------- --�s42 L.f
5 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE
30' 30" 14 CONSTRUCT 27" RCP D -LOAD � 1000. _ _ _ _ _ _ _ _ _ _ __ 7G•4 �•R
BY THE CITY ENGINEER,
12' JOIN TO EXISTING 27" RCP, USE RCP COLLAR PER DETAIL, SHT. 2., IW-oor/�i� acvo
(ANGLE A=0°)
z/s" j S%h'"J spy' /z z,/3' 7' .{' 16 EXISTING 5" WATERLINE TO BE ABANDONED.- _ _ _ ._ _9ooL./9__ BENCH MARK N0. 106-8 '�
17 CONSTRUCT 8" CURB & GUTTER PER STD. _ _ _ It
303. P.K. NAIL AT CENTER OF WING or
18 CONSTRUCT 4' SIDEWALK PER STD. 305.8x310 __ ___ .920.0 > WALL 15' SOUTH OF END WALL
cE✓Fc ° �� L/A/E ON WEST SIDE OF TURNER AVE.
------- -- -- - - 19 CONSTRUCT 4A.C.(MIN•) OVER 4" A.B.(MIN•)•_4,9600 S.WS AND SOUTH SIDE OF FOOTHILL
IN
ADJUST MH 8 WATER VALVES TO FINISHED GRADE BLVD. ELEVATION= 1204.1051,
17 21 EXIST. STREET LIGHTS TO BE PROTECTED IN PLACE. W
Z
/7 22 CONSTRUCT 16 DRIVEWAY APPROACH PER STD. 305 _ _____.j E4etVW QourE�
23 CONSTRUCT 21" RCP D -LOAD = 1250 SEE PROFILE
C, SHT. 2.---1i----------------------------32.Otf
TYPICAL SECTION (PROPOSED) 24 CONSTRUCT 21 RCP D -LOAD = 1250 SEE PROFILE VICINITY MAP '
D, SHT. 2. - - - - - - - 32.0 L.F. -- -
TA.(5+81.781T0 NTS ----------------------"_'_------ _NT
STA. (8+ 2 ) DEVON ST. 25 USE CORNER CONNECTION DETAIL AS SHOWN ON SHT. 2._
INSTALL STREET TREES LU/0.
/O4MB.41F STY/P.4CUFLU.9, `� t ; € ) _ . % %1(
/5 64L. PE/P-OrREEi r1F,EE CONSTIFUCT/ON NOTES 11EIREON
tea-!?EMs✓E EAST//vG 1t/�4 L L '
DEVON STREET RENOVATION
P/� ,2 , o,�,►,�A- EASEMEC/T LAsf/E tee, Qj 2� f?E"MOI�E EAST/NG SEE AND STORM DRAIN FOR
EASEME[Jr
1.75 I WATER DEPTH
GG
4
�`�`� \S Z• GSI/F F2 `` s� � If/'
O/�E.PFLD`i/ 3WALE
X No. 2$501 WATER
uj C/V1L 272 l
4lf Jf a,
,SECTION A N�,
/0�23�0// , - Re✓/5/0x15 4-1!6 6h0r✓7 0/7 f'LAn/ 'ar7� Or/ Co�5�r1�c//Ori /Vo�c?5
ENGR DATE APVD DATE D E S C R I P T I O N No.
R E V I S 1 0 N
PM 11685
RCE 22397
-
J.T JUAN,, V.0 , R4.A
E.S. I 2
Lsa),�T L UTIE Z �.�.�.
DATE ?
88-019
--•4 n 1Y
iy o o -.+ glolertne+ jew
.A • `goes
t `-4M l2'
PLAN -
J
CUT Pie. 1: Sort the tube at an onpto of'AP2"dfh tM traverse plane. Reverse
one section and two both sections togetMr, forming the deflection angle "A '.
Pipe —i
CUT Ne. 2: Sow the tube IonQ"Inal ly, removing a strip 3.14(De- D1) inches / estrenrrtNs +-+ �-Ort*dam
wide on the side opposite the open joint. Bend the ends of the cut InteHw s•rtece— .pots
together and insert the tube in the pipe. ort rpt
DETAIL A
DETAIL B
clone 7�tre, or ewo1, elterw lernd
►•moi-•�
3J4 (a-a►--�
1, A concrete collar is required whenever DI Is "►equal to N air the permitted deflection of o pipe joint Is
exceeded., that It. when angle "A"is @rooter
than the permitted deflection angle.
(3e9 Tablel.
L Concrete tellers shall not be constructed
on main line storm drains
unless
shown on the plant or ordered
by the Engineer.
24
to 30
2 or lots
1 Reinforein@ shall be used where the pipe diameter
Is gr#eter than
21 Inches snd M all pipes where the pvll
between the extremities ( see DETAIL A j is
2 I/= Inches w larger.
60
to 66
4 CIRCVLAR TIES
5
6
1.20
27
12
7
SPACE BETWEEN
N0. Of
12
PIPE DIAMETER
PIPE EXTREMITIES
CIRCULAR
TIES
e
1.01
36
is
1 f
1.01'
y
Where the space between the pipe extremities exceeds 2jj inches, the number of circular ties shelf N increased
to maintain o maximum spacing of IS inches center to center. Circular Has shall have a diameter 5 Inches
greater then the outside diameter of the larger pipe.
TYPICAL JOINT FOR G. for pipe larger then 66 inches in diameter o special Boller Well shell be delftteeled en the project phone.
REINFORCED CONCRETE PIPE
4. Where the pipe is 21 inches or lost in diameter, on interior form of unseated Sone -Tubs, er equal (see DETAIL 8),
TABLE shall be used to provide o smooth interior joint. The paper form may be left in place. When the pipe is 24
f h 11 b d Ga. i t riot oint shall be eompletel filled with
D2L
finehes) (laches)
T PERMITTED
(melt") DEFLECTION 4
12
21
or loss
2
3
24
to 30
2 or lots
3
33
to 57
2r4 or loss
4
60
to 66
2 or less
5
Where the space between the pipe extremities exceeds 2jj inches, the number of circular ties shelf N increased
to maintain o maximum spacing of IS inches center to center. Circular Has shall have a diameter 5 Inches
greater then the outside diameter of the larger pipe.
TYPICAL JOINT FOR G. for pipe larger then 66 inches in diameter o special Boller Well shell be delftteeled en the project phone.
REINFORCED CONCRETE PIPE
4. Where the pipe is 21 inches or lost in diameter, on interior form of unseated Sone -Tubs, er equal (see DETAIL 8),
TABLE shall be used to provide o smooth interior joint. The paper form may be left in place. When the pipe is 24
f h 11 b d Ga. i t riot oint shall be eompletel filled with
D2L
finehes) (laches)
T PERMITTED
(melt") DEFLECTION 4
12
12
4
1 2' 14
IS
12
4
1.55
Is
12
5
1'40•
21
12
5
1'29'
24
12
6
1.20
27
12
7
1.13
30
12
7
1•
3
N
e
1.01
36
is
1 f
1.01'
39
M
1 9
1.0
42
M
1 9
1 1.05'
45
M
10
1 1.01
46
a
b
01
51
N
10
0155
54
1e
10
0152'
57
1s
10
0'49
so
21
11
0145
66
21
II
4
orches or lotgsr s removable inferior or," or a a use Or a n e j y
mortar and nsotty, pointid.
7, Where pipet of dlffere"t diameters ore jei"ed with a concrete collar, L shell be that of the larger pipe and
the external diameter of the Collor shall be equal to the outside diameter of larger pipe plus 2T for the larger
pipe. A concrete collar shall not be constructed connecting o larger diameter pipe upstream to o smaller dia-
mster pipe downstream unless shown on the improvement plant or ordered by the Engineer.
�. The value for angle -As shall be shown on the improvement plans. (SEE NOTE NO. 15, SHT. I 1
9. Where the slope of the upstream pipe to greater than the slept of the downstream pipe, jot" soffits. Whore the
slope of the upstream pipe is less than the slope of the downtirsom pipe, join inverts.
10. Beveled pips may be used In Neu of o concrete collar if approved by the Engineer.
It, for pipe site not listed in the TABLE, use values of L,T, a~A~for the next larger six* listed,
REINFORCED CONCRETE COLLAR
N.T.S.
E Bars - t Above B
r Z Below Opening
r
• fr
rsfo Note orf
'0/P A Yorfis.
< ` /?~Alin
X _
r
LE Bars -ZAbove a
I Below Opening,
\\x \
}c 11 004t req /6 or Closer
A C Bars
C Bort
,/14.0/8 or
Closer
r
-�1
r
t OF 40 1B M T L A!` If
Closer
SECT/ON A -A
�lPLAN
SIDE CONNECT/ON
9
GUT F99 `�
�
�
� vOJ r
Y No 28501
Y �
f Jf irk
N 0 TES
\
Y
I.
einforcMg tree/ she// be f%"c/ear from Msies
111 .
PLAN
C •a•
face of concrete unless otherwise shown.
CORNER CONNECTION
bar$,
Reinforcing !tort/ for inside fact of Catch 801/0
12 4'
broll shelf be cut at center of opening and bent
-
hto wells of monolithic connection. Reinforcing
15 4'h
45 1
steel for outside face of Catch Basin we// shelf
�. 0 Bars - t Rbora�
„t
be car Z"c%or of open/ng.
Opening
rt
4
5r f'4
4 5"'r,•
27 5"%
-
Connertion wtolf be poured openvIlthle with
Angfe A-
-71I
Catch Basin. rhe rounded edge of ovt/et $Ao//
dee/
12"1 (letNere t l
/t AI/n.
a
be constructed by pour/ng concrete against a
.net. sl \` /4rr -11 i 9 -
carves, form w/fh a rod/us of 5.
\
r
4
Floor Of ofracfvre *bef/ Po Noe!- fros►eArd to
1011
spring /fast
(e/. P/pes,12 inches through 7Z inches /n
' #f4 gls or
/lomefer, Inlet or ovt/et throvgh corner
\ Closer
\
of Catch sot/s of on angle less than 40'
C Ser$
i
(b/. Angle A, for pipes 2`4 inches through 30
\\
inches In sitvmerer, is less then 430
f A
�lPLAN
SIDE CONNECT/ON
9
GUT F99 `�
�
�
� vOJ r
Y No 28501
Y �
f Jf irk
SPECIAL CONNECTIONS
_ TO CATCH BASIN
N.T.S.
The length of the 21" RCP shown on the profiles are approximate. The
contractor shall include in his bid the cost of layout drawings per
section 207-2 of the standard specifications. No field cutting of new
RCP permitted.
RIVERS 11t 9LLERR N' R�VERS DE CAL F
. O/a
E
• T
C •ors
• T
C •a•
bar$,
•a. '06
12 4'
15 4'h
45 1
u .
„t
51-11
,�
rt
4
5r f'4
4 5"'r,•
27 5"%
-
e0 t
�o s
s
a
a
I
s
r
1011
SPECIAL CONNECTIONS
_ TO CATCH BASIN
N.T.S.
The length of the 21" RCP shown on the profiles are approximate. The
contractor shall include in his bid the cost of layout drawings per
section 207-2 of the standard specifications. No field cutting of new
RCP permitted.
RIVERS 11t 9LLERR N' R�VERS DE CAL F
. O/a