HomeMy WebLinkAbout1520 CITY OF RANCHO CUCAMONGA
I AVE .,... ; L E GRADE SEPARATIO ...,. ;
4 -4
SLOPE AND DRAI ..L ; AGE MODIFICATIO ...\. ; S
BETWEEN `nth STREET AND JERSEYBOULEVARD - GENERAL N°TES -
I. All work shall be done in accordance to these plans, project
contract documents (specification), the City of Rancho
Cucamonga standards, and the Standard Specifications for
Public Works Construction, 1991 ed. with 1992 and 1993
supplements. The contractor shall be familiar with and shall be
FOOTHILL ( RT. 66) BOULEVARD responsible for adherence to these standards and specifications.
2. Compaction shalt be obtained by methods specified by the
CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES Soils Engineer.
3. If any unknown sub-surface structures are encountered during
ARROW ROUTE construction, they shall be Immediatety brought to the
attention of the Soils Engineer and Engineer prior to
1�- CONSTRUCT CONCRETE HEADER PER RANCHO CUCAMONGA STANDARD 528 (WIDTH=6"). ./22 Z, proceeding.
PROJECT 4. Dust shall be controlled by watering throughout the grading
w CONSTRUCT P.C.C. DRAINAGE SWALE AND CUT-OFF WALL PER DETAIL "A", SHEET 5 OF 5. 38 L and construction operations.
/�Z�F 5. Protective measures shall be taken by the Contractor to
LOCATION z CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL "B', SHEET 5 OF 5 protect adjacent property at all times during construction.
Q 4�- REMOVE EXISTING P.C.C. DRAINAGE SWALE AND 4" ATRIUM. 13L7Lf Protective measures shall be taken by the Contractor so as
5� CONSTRUCT P.C.C. CURB WALL PER SECTION A-A AND DETAIL "C', SHEET 5 OF 5. /70 ,�F not to cause any mud silt or debris onto public or adjacent
AT & SF R R property. Any mud or debris on public property shall be
6�- INSTALL BROOKS PRODUCTS' NO. 1218 WITHIN EXISTING P.C.C. DRAINAGE SWALE AND ?�E/a - 90.G F removed Immediately.
DRAIN THROUGH CURB PER DETAIL "J', SHEET 5 OF 5. �':�r�� TP_7_ S 6. Responsibility for grading and Inspection shall be assumed
UJ w 15 SEA by the Engineers of work in accordance with Section 7014 of
V) CONSTRUCT HEADWALL TO EXISTING CATCH BASiN PER DETAIL "G", SHEET 5 QF 5.
N the 'Uniform Building Code'.
I? = n _ CONSTRUCT CATCH BASIN PER DETAIL E SHEET 3 OF 5 (ING. PIM C t) / EA. 7. NO elevations will be changed during grading for balance or
�4
ir
Q U �l�
0 9�- SAW-CUT AND REMOVE 80 L.F. OF EXISTING P.C.C. DRAINAGE SWALE. (go any other reason without written approval of the
Civil Engineer of record,
zINSTALL CATCH BASiN GRATE TO EXISTING CATCH BASIN. GRATE TO BE FASTENED iN 3 EA B. All P.C.C. water carrying devices with minimum slopes less
Y PLACE. APPRb)C 6= 216' x 4b". than 0.5% will be water tested prior to final finish.
-1 1�- REMOVE EXIST]NG DRAINAGE DEVICE AND INSTALL BROOKS PRODUCTS' NO. 1212 WITH / E'A. g. Alt work within public right-of-way require separate permits
FOURT>EI :2 STREET PARKWAY GRATE WT. 29. CONNECT INTO EXISTING 6" P.V.C. DRAIN. and inspection issued by the Engineering Division.
�-- E.4 10. Estimate of quantities Is provided by the Engineer only for
INSTALL 6' ATRIUM DRAIN PER DETAIL "f, SHEET 5 OF 5. 9
the convenience of the contractor, , the contractor shall make
�---- CONSTRUCT ROCK SWALE PER SECTION D-D, SHEET 5 OF 5. //O 611C his own determination of construction quantities before
�-
/ EA.INSTALL BROOKS PRODUCTS' N0. 1212 WiTH TRAFFIC GRATE WT. 33 AND CONNECT INTO submitting a bld. Any item of work required by these plans
which Is not specifically listed m the estimate of
VICINITY MAP BACKSIDE OF EXISTING CATCH BASIN WITH 6 P.V.C. DRAIN UNE. quantities shall be considered as Included in the other
K7, CONSTRUCT CATCH BASIN PER SECTION B-B, SHEET 5 OF 5.RcvvsVE EYL DRAln1AGE DEVICE. /EA Items of work.
11. City approval of plans does not relleve the eoetreetor from
responsibility for the correction of error and omission
�- CONSTRUCT 18" X 18" P.C.C. ATRIUM DRAINAGE PAD PER DETAIL "D", SHEET 5 OF 5. 9EA discovered during construction. Upon request the required
�- INSTALL 9ROOKS PRODUCTS' NO. 1218 AND CONSTRUCT P.C.C. TRANSITION PER /C! plan revisions shall be promptly submitted to the City
DETAIL -W, SHEET 5 OF 5. Engineer for approval.
19 INSTALL 6' P.V.C. DRAIN PIPE 12. Work site and exterior streets shall be In a neat, clean and
hazard free, orderly state, throughout construction. Site
2�-- CORE 6" DIA. HOLE THRU EXISTING RETAINING WALL /G shall be leaned upon request of the Inspector.
21 CONSTRUCT MODIFIED P.C.C. DRAINAGE SWALE PER DETAIL "K-, SHEET 5 OF 5 Z9.SLF The undersigned Civil Engineer will be responsible for
22 CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL "L", SHEET 1 OF 5 �2l�Lf' professional Inspections In accordance with Section 7014 of
the 'Uniform Building Code'.
23 INSTALL BROOKS PRODUCTS No. 1212 WITH 6" DIA. OUTLET IN BOTTOM OF THE BASIN 7EA
24 MODIFY IRRIGATION AND REPLANT AS NECESSARY TO BE CONSISTENT WITH
ADJACENT IMPROVEMENTS AND AS DIRECTED BY THE PUBLIC WORKS INSPECTOR
25 I I
T
26 RELOCATE EXIST. ELECTRICAL PULL BOX TO CLEAR PROPOSED P.C.C. DRAINAGE SWALE _ /Z EAyalta/ t _____
- ------ --------- --------
27 REMOVE AND RECONSTRUCT COBBLESTONE ROCK SWALE TO MATCH EXISTING ROCK SWALE. Z3- 5 A Da let E. Guerra R. .E. 29224 Date
SEE PLAN VIEW SHEET 3 OF 5.
SHEET INDEX
1. TITLE SHEET
2. INDEX FOR CONSTRUCTION NOTES
3. CENTER WEST, CENTER EAST &
NORTHEAST QUADRANTS
4. NORTHWEST QUADRANT &
SOUTHEAST QUADRANT
5. SECTIONS AND DETAIL SHEET
CONSTRUCTION T.B.M.'S
A. HILT] NAIL do WASHER TOP OF NORTH WING WALL
EAST SIDE OF SOUTH RAIL ROAD TRACKS ,' W/O NOTICE TCONTRACTOR
END. -
ELEVATION - 1124.10
ff
B. H1LTI NAIL do WASHER TOP OF NORTH WING WALL DESCRIPTION OF REVISION DATE C]'
APPROVED
WEST SIDE OF SOUTH RAIL ROAD TRACKS 1' E/0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THiS PLAN
END. ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CITY OF RANCHO CUCAMONGA
ELEVATION 1124.11 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW
C. HILTI NAIL do WASHER IN T.C. 1' S/O SOUTH END LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE
OF NORTH CATCH BASIN ON WEST SIDE OF PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.
MIWKEN AVE.
ELEVATiON - 1100.13 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS ;.
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND
D. HILTI NAIL do WASHER IN T.C. WEST SIDE OF THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE TITLE SHEET
MEDIAN ISLAND MIWKEN AVE. BETWEEN BRIDGE "OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WiTH THE `�
ABUTEMENTS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
NATION = 1100.06
rjoTE
E. HIL11 NAIL do WASHER IN T.0 EAST SIDE OF THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR T14E CONTRACTORS' AND SUBCON-
MIWKEN AVE. S/0 SOUTH BRIDGE IN FRONT OF TRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SWM REGULATIONS' OF THE U.S. !. :t , Z RADIUS EXI�SED bDLfE$
STREET LIGHT No. 4195611E. DEPARTMENT OF LABOR OR WiTH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' •
ELEVATION = 1102.02 "CONSTRUCTION SAFETY ORDERS'. 44 APPROVED BY: DATE
CONTRF,CTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB �,t `�' CITY ENGWM/ R.C.B. No. 24953
BENCH MARK No. 112 P RSONSa��
DANDNPROPERTY; THAT COURSE
R QU ROEMP., 'TION OF THIS PROJECT, INCLUDING SAFETY OF ALL
SITE `�: . :CALL APPLY CONTINUOUSLY AND NOT BE LIMITED .�' ._ �•: D1iI'SIGx - DERBISH IIA do ASSOCIATES ����
t �P __ -
TO NORMAL WORKING HOURS; AND THAT THE CON .�A;TOR SHALL DEFEND, INDEMNIFY AND HOLD THE 3 � DGA �G°
RAIL ROAD SPIKE IN POLE No. 309950 E. AT OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 1 IlSl1 UTICA AVEIVUB 3tJlt'E 150
THE NORTHWEST CORNER OF HAVEN AVENUE CONNECTION WiTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARIS- , „ � ' DRAITN RC., G !71730 {909) Y87-490E 3FilgSf
AND SIXTH STREET TNG FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ZZ DETAIL L n
ELEVATION = 1073.229 f7(.6. MIUA45 SWALE �
DGA �. I or 5
' CIiRCI:� DANT L E. GUERRA DI2AIRNG No.
CITY RC.E. Ila 29Z24 )gyp, �e 9/31 9sDate»! 4 15,Z 0
PROJECT SHEET No. OF '
CONSTRUCTION NOTES
1�— CONSTRUCT CONCRETE HEADER PER RANCHO CUCAMONGA STANDARD 528 (WIDTH=6').
2a-- CONSTRUCT P.C.C. DRAINAGE SWALE AND CUT-OFF WALL PER DETAIL "Ar, SHEET 5 OF 5.
3�— CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL "B", SHEET 5 OF 5.
4�— REMOVE EXISTING P.C.C. DRAINAGE SWALE AND 4" ATRIUM.
CONSTRUCT P.C.C. CURB WALL PER SECTION A-A AND DETAIL 'C", SHEET 5 OF 5.
INSTALL BROOKS PRODUCTS' NO. 1218 WITHIN EXISTING P.C.C. DRAINAGE SWALE AND
DRAIN THROUGH CURB PER DETAIL "Jr, SHEET 5 OF 5.
CONSTRUCT HEADWALL TO EXISTING CATCH BASIN PER DETAIL 'G", SHEET 5 OF 5.
CONHBASIN PER
OF 5 oc. pipe 4 )
SAW-CUT AND REMOVE 80 LF. OF EXISTING P.C.C.PDRAINAGE SWALE.
INSTALL CATCH BASIN GRATE TO EXISTING CATCH BASIN. GRATE TO BE FASTENED IN
PLACE. APPRbk. 5n.& 10 140".
REMOVE EXISTING DRAINAGE DEVICE AND INSTALL BROOKS PRODUCTS' NO. 1212 WITH
PARKWAY GRATE WT. 29. CONNECT INTO EXISTING 6" P.V.C. DRAIN.
INSTALL 6" ATRIUM DRAIN PER DETAIL -r, SHEET 5 OF 5.
CONSTRUCT ROCK SWALE PER SECTION D-D, SHEET 5 OF 5.
INSTALL BROOKS PRODUCTS' NO. 1212 WITH TRAFFIC GRATE WT. 33 AND CONNECT INTO
BACKSIDE OF EXISTING CATCH BASIN WITH 6' P.V.C. DRAIN UNE.
�I
CONSTRUCT CATCH BASIN PER SECTION B-B, SHEET 5 OF 5. Rove EY.DRRINAL-�O�t\cE.
0— CONSTRUCT 18' X 18' P.C.C. ATRIUM DRAINAGE PAD PER DETAIL 'Dr, SHEET 5 OF 5.
INSTALL BROOKS PRODUCTS' NO. 1218 AND CONSTRUCT P.C.C. TRANSITION PER
DETAIL "J', SHEET 5 OF 5.
INSTALL 6" DIA. P.V.C. DRAIN PIPE
OF
\\�\�\�� \���\ \��M� \\�\\ \• y 5� � 20 CORE 6" DIA. HOLE THRU EXISTING RETAINING WALL
\\ I 21 CONSTRUCT MODIFIED P.C.C. DRAINAGE SWALE PER DETAIL "K" SHEET 5 OF 5
\\ CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL "L" SHEET I OF 5
3 S` \ INSTALL BR00 SPRODUCTS No. 1212WITH 6" DIA. OUTLET IN BOTTOM OF THE BASIN
MODIFY IRRIGATION AND REPLANT AS NECESSARY TO BE CONSISTANT WITH
7 y 2 4 L - ADJACENT IMPROVEMENTS AND AS DIRECTED BY THE PUBLIC WORKS INSPECTOR
\ \ \\ \\ \\ \\ \ 1 17 26 RELOCATE EXIST. ELECTRICAL PULL BOX TO CLEAR PROPOSED P.C.C. DRAINAGE SWALE
REMOVE AND RECONSTRUCT COBBLESTONE ROCK SWALE TO MATCH EXISTING ROCK SWALE.
/9 \ y� SEE PLAN VIEW SHEET 3 OF 5.
ftft� X17
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he
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19 2 13 IN, \\
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Is# 400
CONSTRUCTION T.B.M. S
A. HILT] NAIL do WASHER TOP OF NORTH WING WALL
EAST SIDE OF SOUTH RAIL ROAD TRACKS 1W/O
END. NOTE:
ELEVATION - 1124.10 CONSTRUCTION NOTE NUMBER 6 FOR THE
INSTALLATION OF BROOKS PRODUCT NO. 1218 CITY
B. HILTI NAIL do WASHER TOP OF NORTH WING WALL - IS NOT INCLUDED ON SHEET 4. USE THE DESCRIPTION OF REVISION DATE APPROVED
WEST SIDE OF SOUTH RAIL ROAD TRACKS 1' E/0 DISTANCES CALLED OUT ON THIS SHEET FOR
END.
FI ENATION = 1124.11 LOCATION. REFER TO SHEET 5 FOR DETAIL .
USE 4" PVC PIPE FOR THE DRAIN LINE AND CITY OF RANCHO CUCAMONGA
CORE CUT THROUGH CURB FACE.
C. HILT] NAIL do WASHER IN T.C. 1' S/0 SOUTH END
OF NORTH CATCH BASIN ON WEST SIDE OF
MILLIKEN AVE.
ELEVATION = 1100.13
D. HILTI NAIL a WASHER IN T.C. WEST SIDE OF INDEX F 0 R
MEDIAN ISLAND MILLIKEN AVE. BETWEEN BRIDGE
ABUTEMENTS.
ELE1M0N = 1100.06 CONSTRUCTION NOTES
E. HILTI NAIL do WASHER IN T.0 EAST SIDE OF
MILLIKEN AVE. S/0 SOUTH BRIDGE IN FRONT OF
STREET LIGHT No. 4195611E.
ELEVATION = 1102.02 APPROVED BY: - DATE
1r{etf<y/ice '
CITV
Y BNGWOR R.C.B. No. 24953
BENCH MARK N o. 1 12DEMGN DERBISH, dugRRA & ASSOCIATES RECoMMM»
3 3t �,�' DGA CIVIL ENGNM -
RAIL ROAD SPIKE IN POLE No. 309950 E. AT =I Trace IVEIR B sTm'E 150 •��
THE NORTHWEST CORNER OF HAVEN AVENUE DxAtrx xc., ce 91736
907-4MAND SIXTH STREET '• " � sic
`r DGA 2or
5
ELEVATION = 1073.229 3
•f . .. Cfi$CKRD DRAWING o.
-_.. CITY xCx xo. &P. Dde; ' Date±�! /-5,Z
PROJECT SHEET No. OF s
T
CONSTRUCTION T.B.M.f S CONSTRUCTION NOTES
L /
A. HILA NAIL & WASHER TOP OF NORTH WING WALL
EAST SIDE OF SOUTH RAIL ROAD TRACKS 1W/O
/ END. CONSTRUCT CONCRETE HEADER PER RANCHO CUCAMONGA STANDARD 528 (WIDTH=6").
ELEVATION = 1124.10
B. HILTI NAIL do WASHER TOP OF NORTH WING WALL — CONSTRUCT P.C.C. DRAINAGE SWALE AND CUT-OFF WALL PER DETAIL "A SHEET 5 OF 5.
WEST SIDE OF SOUTH RAIL ROAD TRACKS 1' E/0 a CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL "B", SHEET 5 OF 5.
END.
ELEVATION 1124.11 4a— REMOVE EXISTING P.C.C. DRAINAGE SWALE AND 4" ATRIUM
G / C. HILT1 NAIL do WASHER IN T.C. 1' S/0 SOUTH ND _
Y /
\ CONSTRUCT P.C.C. CURB WALL PER SECTION A A AND DETAIL SHEET 5 OF 5.
OF NORTH CATCH BASIN Oh WEST SIDE OF�
MIWKEN AVE. / Q7 -- CONSTRUCT HEADWALL TO EXISTING CATCH BASIN PER DETAIL 'G', SHEET 5 OF 5.
/ ELEVATION = 1100.13
8 CONSTRUCT CATCH BASIN PER DETAIL "E", SHEET 5 OF 5 (IIX, PIQE coLl.4tz)
D. HILT] NAIL do WASHER IN T.C. WEST ,BfDE OF
MEDIAN ISLAND MIWKEN AVE BETWEEN BRIDGE
/ \\ 1 INSTALS CATCH BASIN GRATE TO EXISTING CATCH BASIN. GRATE TO BE FASTENED IN
ZQ �\ �� \\ \ / ELVA ON S 1100.06 i PLACE. APPl�X.3►ZE �'Y "
> > W / 1 REMOVE EXISTING DRAINAGE DEVICE AND INSTALL BROOKS PRODUCTS' NO. 1212 WITH
/
E. HILTI NAIL do WASHER IN T. EAST SIDE OF
u /
\✓ iii MIWKEN AVE. S/0 SOUTH BRIDGE IN FR OF PARKWAY GRATE WT. 29. CONNECT INTO EXISTING 6" P.V.C. DRAIN.
/ STREET LIGHT No. 4195611 E.
Di� LIMlfS \ 4 � ,
� \� •' ZO / �� ELEVATION = 1.102.02 �— INSTALL G ATRIUM DRAIN PER DETAIL "P, SHEET 5 OF 5.
CONSTRUCT ROCK SWALE PER SECTION D-D, SHEET 5 OF
fL. Z.5 Sk k G— INSTALL BROOKS PRODUCTS' NO. 1212 WITH TRAFFIC G TE�►VT. 33 AND CONNECT INTO
s 4� T�. \ `"'� / BENCH ARK O. 11 BACKSIDE OF EXISTiNG CATCH BASIN WITH 6" P.V.C. D IN UNE.
ExrST
6ASru AND CONSTRUCT CATCH BASIN PER SECTION B-B SH 5,,6F 5. ftmtmE EY.OthNAGE OEvhCP
W1 Lbw EFS
L r EL
N
RAIL ROAD SPIKE IN PO o. 3099
c. N 56 E. AT
�xrsr Fc. _ - 53 •.::� 3 �a� tws C� Tari C
__ 2� 23 5 /P S P P�� /� E�EI/=//�A3 THE NORTHWEST CORNY OF HAVEK AVENUE �—
\ / CZ13� f.�.� / AND SIXTH STREET / �— CONSTRUCT 18" X 18" P.C.C. ATRIUM DRAIN�E/AD PER DETAIL 'Cr. SHEET 5 OF 5.
' Z3-07 TG. � �.3 GL•
ELEVATI = 1073 29
1 INSTALL BROOKS PRODUCTS' 218 ����
Zo� f�. ,¢ � f�. / �— NO 1 � eoNSTRUCT P.C.C. TRANSITION PER
S \ 10 (OS aul _ ///// / DETAIL ",r, SHEET 5 OF 5. /
C.4 6(e 16 Z3 o /
S LES �� ,(4�.
18 INSTALL 6" DIA. P.V.C. DRAIN PIPE
Wo
fS- I�f ��P \ 20 CORE 6" DIA. HOLE THRU EXISTI TAINING WALL
o��w �i r /
C� � �• 21 CONSTRUCT MODIFIED P.C.C. DRAINAGE SWALE PER DETAIL "K" SHEET 5 5 . '
f
24 Im/O F.L. �(y.41j raJ. / / 1 /
CZo.7Ft.)� / I G_ SWALE PER DETAIL "L" SHEET I OF 5
FW N
/ 22 CONSTRUCT P.C.C. DRAINA
A ,
�r O-
�� S— 01 (� ` Au / / 23 INSTALL BROOKS 0 /T /
� CIS. •' / / / � �- ( A BR K PR O�1C $ No. 1212 WITH 6" DIA. OUTLET IN BOT MOF HE BAS.I'N
/ / // /
C� I�.1� �L Zoo ��.2°J 6�� / 24 MODIFY IRRIGATION /REPLANT AS NECESSARY TO BE CONST TANT TH
EXE 23� rc. 17 � � /,J. Svr�E - ��> �
ADJACENT IMPROVL�MENTS AND AS DIRECTED BY THE PUBLIC ORKS SPECT/
,,11.os ��� 2i pd•� F�• - t3•�' /� // 25 -.
�OIf ,or?zwM�r �, �f p / 26 RELOCATE EXIST; ELECTRICAL PULL BOX TO CLEAR PR94SED .C. DRI�l11AUE SWALE
S \ CMS ��) Z! 9 /o.G9t"� 27 REMOVE ND�ECONSTRUCT COBBLESTONE ROCK SW E TOTCHinNG ROCK SWALE.
\ SEE PL N VIEW HERE-ON.
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/ -61 ZZ o" 23 Q DESCRIPTION OF REVISION DATE CITY
Qs APPROVED
\ �7r
CITY OF RANCHO CUCAMONGA
> )
_ _ CENTER WEST, CENTER EAST
\ / o /�\ �i `���� z�% AND NORTHEAST QUADRANTS
,r t'`�" APPROVED BY: DATE
CITY TNG R.C.B. No. 24953
DEMGN DERBISfl RRA ASSOCIATES RFCot�rmKD
DGA
emi vack ev>�Iva SUrIT 150
DRAWN D G A RC., ce 91734 (1111) 9e7-a3oe sH>gB'r 5
cmcm DA EL E. GUERRA DRAWBIG No.
CITY Lc>s No.%JU4 ate. nateme
PROJECT SHEET No. 3 OF S '
CONSTRUCTION NOTES
--- �z
L •t '� x =
. 1 CONSTRUCT CONCRETE HEADER PER RANCHO CUCAMONGA STANDARD 528 D
CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL 'B', SHEET 5 OF 5.
REMOVE EXISTING P.C.C. DRAINAGE SWALE AND 4' ATRIUM
I I I a
� I I _ �zr 22 �e�4 1�rle
S CONSTRUCT P.C.C. CURB WALL PER SECTION A-A AND DETAIL "C , SHEEP 5 OF 5.
`� Esc. �os9 SAW-CUT AND REMOVE 80 LF. OF EXISTING P.C.C. DRAINAGE SWALE.
I `a= S � 'cs �loTlr: �zp s
INSTALL CATCH BASIN GRATE TO EXISTING CATCH BASIN. GRATE TO BE FASTENED IN
PLACE. APPRC)k 5%1, zV z Ao".
SgALL FAF-1
r�r� fo EXis7. c�lAir�
I I I ID f ti `v �� I A� 06T ur►K INSTALL 6• ATRIUM DRAIN PER DETAIL 'r, SHEEP 5 OF 5.
I h�s�4, I , ATRIUM PRA10 x
j
e6 ^o r�� �- CONSTRUCT 18' X 18' P.C.C. ATRIUM DRAINAGE PAD PER DETAIL 'D", SHEET 5 OF 5.
6�
` INSTALL DIA. P.V.C.P.
DRAIN PIPE
I i I I
ZZ CORE 6" DIA. HOLE THRU EXIST. RETAINING WALL
I I I L__j 9 CONSTRUCT MODIFIED P.C.C. DRAINAGE SWALE PER DETAIL "K", SHEET 5 OF 5
22 CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL "L", SHEET I OF 5
T �L
imac, 23 INSTALL BROOKS PRODUCTS' No. 1212 WITH 6" DIA. OUTLET IN BOTTOM OF THE BASIN
I I N 20 19�
MODIFY IRRIGATION AND REPLANT AS NECESSARY TO BE CONSISTANT WITH
ADJACENT IMPROVEMENTS AND AS DIRECTED BY THE PUBLIC WORKS INSPECTOR
RELOCATE EXIST. ELECTRICAL PULL BOX TO CLEAR PROPOSED P.C.C. DRAINAGE SWALE
INSTALL BROOKS PRODUCTS No. 1218 WITHIN EXISTING P.C.C. DRAINAGE SWALE AND DRAIN
THRU CURB PER DETAIL "J" SHEET 5 OF 5.
sC.ACE-
7 /
/9
0
I I - 20
PGC. IIEAVtT SIJALL $9
FAgA 1.EL TO EXIST.
I \ I I ct1AI►J UnIK EEPICE
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1a F`' I CONSTRUCTION T.B.M. S
iI
A. HILTI NAIL do WASHER TOP OF NORTH WING WALL
III EAST SIDE OF SOUTH RAIL ROAD TRACKS 1W/O
I END.
ELEVATION = 1124.10
B. HILTI NAIL do WASHER TOP OF NORTH WING WALL
WEST SIDE OF SOUTH RAIL ROAD TRACKS 1' E/O
END.
. I I ELEVATION - 1124.11
\' I� C. HILTI NAIL do WASHER IN T.C. 1' S/O SOUTH END
OF NORTH CATCH BASIN ON WEST SIDE OF
r- --� MIWKEN AVE.
I I --- ELEVATION = 1100.13
D. HILTI NAIL do WASHER IN T.C. WEST SIDE OF
MEDIAN ISLAND MIWKEN AVE. BETWEEN BRIDGE
ABUTEMENTS.
ELEVATION = 1100.06
I , E. HILT1 NAIL & WASHER IN T.0 EAST SIDE OF
ZO MIWKEN AVE. S/0 SOUTH BRIDGE IN FRONT OF
ti STREET LIGHT No. 4195611 E.
� b
—� ELEVATION = 1102.02
��I � � ��� I I � — L�d F L . • .. I I j SCALE
_�� P�\ 17 I I I
>�
it LO I I �e II BENCH MARK No. 112
47d` RAIL ROAD SPIKE IN POLE No. 309950 E. AT
0 A '� I
NORTHWEST S
b AND S
a4r_
: : � \\. I I I i ELEVATION = 1073.229
L17- r
—1
�vCITY
DESCRIPTION OF REVISION DATE APPROVED
CITY OF RANCHO CUCAMONGA
—... - _ I a I I j I NORTHWEST QUADRANT
AND
SOUTHEAST QUADRANT
4 0 l\ti I I I
� Iti ,
Iti fu
DAH APPROVED BY: DATE
CITY Br1GI1�EER
I R.C.E. No. 24953
,�o I
ti
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X S�AIJI_ SF 0" MAX. Anb .4" MMI.
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EXIsT. >�T IvIIU- I V"'' -� '7. THE STOWC SWALE SURFACE 914ALL BE WELATiVELY
\\ SMOOTH AMM COMOUCTIVE TO WATER FLOW.
/� ,�
• �jlr5r BRIDyE 1�lAf;L �
IP
/ /TTTTT i i
riXrsT- y�A> az X Z; , � I3 SECTION D-D
\� o -fes �xrsf. IM1 W -��-
ROCK SWALE
l�
vza N
Sole 35 L ___j
ul � � � ��\ Z 1111/ //,�\ (e'DIA• `01
PMM!;r;D Corr OFF WALL i, ' -
// of
L
C
Y�oIJ
D E TAI L A
ILI
P.C.0 DRAINAGE SWALE AND CUT-OFF WALL SECTION C—
C � ��►Sr►� �J� �u�
- r
CONSTRUCTION T.B.M.'S
A. HILTI NAIL do WASHER TOP OF NORTH WING WALL
W EAST SIDE OF SOUTH RAIL ROAD TRACKS 1' W/O
y' END.
ELEVATION — 1124.10
B. WEST
NAIL do WASHER TOP OF NORTH WING WALL 13 DETAIL H
' WEST SIDE OF SOUTH RAIL ROAD TRACKS 1' E/0
END. r
. ELEVATION — 1124.11
K
/O DIA. CJRATL' /Z .;.'. C. HILTI NAIL do WASHER IN T.C. 1' S/0 SOUTH END
1n
ROCK W
. CK S ALE
�.r kips*$0 OF NORTH CATCH BASIN ON WEST SIDE OF , p , a r M
MIWKEN AVE. 2�� I-!0
ELEVATION — 1100.13
ac
D. HILTI NAIL do WASHER IN T.C. WEST SIDE OF
MEDIAN ISLAND MIWKEN AVE. BETWEEN BRIDGE
ABUTEMENTS.
3" ELEVATION — 1100.06
G' p�, PVC. pa,� PrPE E HILTI NAIL ac WASHER IN T.0 EAST SIDE OF 0 G f G� v C6 0
SDR 35(7`(P� MIWKEN AVE. S/0 SOUTH BRIDGE IN FRONT OF
:: j:: •. u a STREET' LIGHT No. 41956111-
1-4
195611E I i--------�
to x!o f.•4 Y 1.4
ELEVATION — 1102.02 .I
w.w.rl. 21 DETAIL K 4 0
r� BENCH MARK No. 112
N
N
I7 DETAIL D
�AVILIS £XA7SED E0.'�£S
RAIL ROAD SPIKE IN POLE No. 309950 E. AT I - -_-I
P.C.C. ATRIUM DRAINAGE PAD THE NORTHWEST CORNER OF HAVEN AVENUE `----
'' . AND SIXTH STREET
ELEVATION - 1073.229
c
(3) DETAIL B
Z`_S,. Zr Sa
SAW-Cc1T"dr
P.C.C. DRAINAGE SWALE .v�t�roc.4sr.,�.v 30
aw"O' E- �vr-azA' •
aw EQu.QG Z=0
f
6' t ws SO �/� A'1I11 am C M r r• :::i.'
�. PER NDS OrAWGr Of MA!_
1'
oil
t"0 �r ,-�/ f�• \ /
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perSf GKAPE == _-
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00
lb
,I 6 DETAIL J
�xrsr. swPE ——
It
Pk
SECTION A-A " ' CITY
- --' � _� , a DESCRIPTION OF REVISION DATE
6x-lsrll-1,- 16F
PROVED
ED
Z'O
DETAIL E �� w/,�,y� ; �� -�or I;XrsT MT wAL�
AND , __�_ . CITY OF RANCHO CUCAMONGA
5 DETAIL C �\i r------i �\; ' ° 1 �op
.\,IJP
L --r-r--• �/ �7 I IZ rr��ilJF\
��---� -- SECTIONS ONS AN DETAIL SHEET
NOTES C
D E E
CONSTRUCTION �����
WALL
la— CONSTRUCT CONCRETE HEADER PER RANCHO CUCAMONGA 8a—CONSTRUCT CATCH BASIN PER DETAIL E. SHEET 5 OF 5 (19C. PIPE # C0%A-&It)
STANDARD 528 IW IDTH=6").
12 INSTALL 6" ATRIUM DRAIN PER DETAIL I. \ �\
2 CONSTRUCT P.C.C. DRAINAGE SWALE AND CUT-OFF WALL ��\ ` h'
�,
PER DETAIL A. 13 CONSTRUCT ROCK SWALE PER SECTION D-D (rr�rnr �*.� APPROVED BY: DATE —
(7� DETAIL G
3a— CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL B 15 CONSTRUCT CATCH BASIN PER SECTION B-B4 REMbVE E7.rJRP�INP.61✓ DEvlc6 - - - --- `tii�`� .� r �_ 24953
CITY ENGIrTEER R.C.S. No.
P.C.C. HEADWALL =/ •° 4` DESIGN DERBISH Gu do ASSOCIATES RECOrlc�► KD
5r 5 CONSTRUCT P.C.C. CURB WALL PER SECTION A-A AND DETAIL C. 16 � — -
�� DGA BxcLx>s�s
6a--INSTALL BROOKS PRODUCTS NO. 1218 WITHIN EXISTING P.C.C. 17 CONSTRUCT 18"x18" P.C.C. ATRIUM DRAINAGE PAD PER DETAIL D , r k . r 891 =I AVEM sun 150
DRAINAGE SWALE AND DRAIN THROUGHLURB PER DETAIL J. , DRAWN RC., CA 41730 (9!� 987-4906 81 SRr
G)_TRANSITION
INSTALL BROOKS PRODUCTS NO. 1218 AND CONSTRUCT P.C.C. 21 CONSTRUCT MODIFIED P.C.C. DRAINAGE SWALE PER DETAIL "K" HERE-ON. _CONSTRUCT HEADWALL TO EXISTING CATCH BASIN PER PER DETAIL H. ,. 41 ;� DGA 5 BPF 5
DETAIL G. 22 CONSTRUCT P.C.C. DRAINAGE SWALE PER DETAIL "L" SHEET I OF 5. I Z DETAIL I
A�
19 INSTALL 6" DIA. P.V.C. DRAIN PIPE — / N` ��� CHECKED DRAWING No.
23 INSTALL BROOKS PRODUCTS No. 1212 WITH 6" DIA. OUTLET IN BOTTOM OF THE BASIN r
20 CORE 6" DIA. HOLE THRU EXISTING RETAINING WALL ATRIUM DRAIN AND LANDING CITY iLcs. Na-1 U. 2r, Dde t t Dde
PROJECT SHEET No. S OF