HomeMy WebLinkAbout1732 BENCHMARK 10103 Ei..EV: 1781.647
2" BRASS DISK IN CONC. CURB STAMPED "CITY OF
RANCHO CUCAMONGA BM 10103 AT SOUTHEAST
CORNER OF HERMOSA AVENUE AND WILSON AVENUE
CITY 0iP ' .,RANCF_,f0 CUCAMON G_ _ A AT END OF CURB RETURN
Underground
S A ENUE HERM. O A V Service Alert
Call: TOLL FREE
1-800-422-4133
STREET AND STORM
TWO WORKING DAYS BEFORE YOU DIG
DRAIN
ON THE EAST SIDE OF HERMOSA AVENUE 2000 '
S /O W AVENUE
GENERAL NOTE'S:
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995
supplement.
A!ANCNO u .TION
2. Public and Private utilities and substructures shown hereon aro from available records. The CUCAMWGA
Contractor shall be responsible for protecting all utilities and substructures as shown within the
HILLSID RD
construction limits of this project and shall be responsible for any damage as a result of the it rvlLsoN AVE
construction operations. a I
16�A AVENUE
3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two COG81
I ;
working days prior to construction or regarding any problems. L�J
\YAN T w ANYAN ST
Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 Y
4" AC OVER 4" CAB HIGH DAVE
Southern California Edison Co. - Jaime Amezcua 909 357-6581 Z 19TH _J
Southern California Gas Co. - EMERGENCY ONLY 800 427-2000
Southern California Gas Co. - Hank Delgado 909 335-7715 s' 6.5' PROP. 4" PCC SIDEWALK Z
General Telephone Co. _ Bob Parent 909 469-6354 R/W TORIA
General Telephone Co. Dallas Strin er 909 469-6339 1671.60 < PARK LN
General Telephone Co. - JerryFaube 909 469-6347 _ ___ _._ _ _ _ _ .. _. _... - -_ - _ _._._.._.. _-. __---_._ _ _ __ __._.__._ _ o =
1671.20 '. _ _._ - - : ._ _-__- _ _ _- -_-- - 1671 60 J PA
SE LINE
Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 _. _ _ _ _- _.__ _. _._._ - . __. 1671.20
Cucamonga County Water District 909 483-7440 1670.80 - a� rye . __ __. -_ : -- 1670.80
_._ .._ 12.13 ) _.__ _._ _. . .: 5.1
-_ _- .. - _- - -_ -_.___-_ ---._.._ ------_-_. -____ ___- 1670.40 CHUR ST
4, The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho 1670.40 ___ .: _ ._ -_ _ _ f2•r --.___.___.__ °_ -_._ _ _ _.__ --_ ---__-- ._-._--_. ____ ____
- - ---- - - -- - ---. . --
Cucamonga Fire Department and any affected school district, 72 hours prior to construction 1670.00 _ - - TER
STA
indicating any detour and/or road closures. 1669.60 _ _. 2,57; _ -__ . . . . _ . . - ___ -_ 1a,99 :)
1669.60
W
F300THI
FO B
1669.20 - -.. - _S 1669.20
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 1668.80 -
477-2740 ext. 4075, Mond - Thursday, at least two working d prior to the construction _ _
Monday aY 9 P
__-_. ____. s :: ___ _ ._____ ____ - __-_.. .___- _.__.__ _.__._.- I ARROW RTE CEN�ERCDR.
166880 EIIF
❑
start date. 1668.40 3 GAE t}1 OAS , _ . _ . - 1668.40 0
CATERi� __ _ .._ __. _.. ---- ._ - --- ----- ---- - - _ .__ --- - --- --- - _----- --.. -- -- - � .
1668.00 DEPTH UN# NOWN -- �. 0
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or : .: _ -_ _ L_ _ _. _ _ _.- _ -- _ _ -___ __. _-- .-__ ___ _ _.__--_ ._ _ .
1667.60 - _ _-_ __ ----_ _ _ __. ._ .. ._ ___ _ _ -_ _- __ ...-_. ._ __- _ -____ -.._. _ .. .__ ._ _ 166760
encroachment within any City of Rancho Cucamonga easement or rights-of-way. _- __ _ ___
t
1667.20 ._. ___---_---- _ ._ _._._._.._.______ __________________ __----.___-_- . __ __ -_.__ _ ._ - -_---__-_ -_-----.__-._ _..-.------____-- ----_-__ _._ -____- .-----______-- :_._____.._.. _-_- -.--_---_____-_- 1667.20
LOCATION MAP
7. During the construction operations Hermosa Avenue may be reduced to one lane. The contractor shall 1666.80 - _ _ _ 1666.80 NOT To 9CALE
provide flagman control during this time. All other times on 1 n :__._. :.. -: -.. .: : _: :_. ._.. : . - - :
P 9 9 e 2 lane in each direction shall be 1666.40 _ . _ . _. ._____ _. ____. _._.. _.. -__ _:_._ ____ _- __ . _ . ____ _-. __.._____ _ _ .____ . __ __ _____-. _ 1666.40
maintained evenings, weekends and all other non working times. The traffic lanes shall be maintained -30 -20 -10 0 10 0 30 40 50 60 70 80 90 100
on pavement, and shall remain unobstructed. INDEX
29+77 PROP. CATCHBASIN
SHEET DESCRIPTION
8. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or 1 TITLE SHEET
encroachment within any City of Rancho Cucamonga easement or rights-of-way of any work. All Ste: HORIZ: 1 =10 -0 2 STREET AND STORMDRAIN PLAN AND PROFILE
discrepancies shall be reported for direction immediately to the city. VERT: 1"=2'-0 3 CROSS SECTIONS
TYPICAL HERMOSA STREET CROSS SECTION
9. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall SEE CROSS SECTIONS (SHEET 3) FOR ADDITIONAL SECTIONS
take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said
underground utilities, pipes and structures.
10. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to
commencement of any work. All discrepancies shall be reported for direction immediately to the City.
11• On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall
possess any and all contractor licenses, in form and class as required by any and all applicable CONSTRUCTION NOTES
Iowa with respect to any and all of the work to be performed under this contract; Including but not LEGEND:
» » 1 CONSTRUCT 12" CURB AND 24" GUTTER PER TRANSITIONS PER DETAIL "B" ON THIS 1 4 -
imi (WITH SH AND CITY STD 0 , DETAIL A2 12
ted to a Class A License General Engineering Contractor or a combination of Specialty I �
( 9 9 ) P fty C aaa �-
PORTLAND CEMENT CONCRETE
"C" licenses sufficient to cover all the work to be performedby the Prime Contractor in accordance 2
3 CONSTRUCT VARIABLE THICKNESS AC OVERLAY PER CITY STD. 100-A
with the provisions of the Contractors License Low (California Business and Professions Code, Section CONSTRUCT CATCHBASIN WITH PROTECTION BARS AND LOCAL DEP. CASE "D" PER CITY S'ID'S 300, 304, 305, 307, dr 325 WIDTH
, » 4 CAB
7000 et. an _ -
seq.) d rules and regulations adopted pursuant thereto. AND NUMBER OF GRATES PER PLAN, V 5.38 , H 4 . GRATES SWILL BE NEENAH FOUNDRY CO. CAT. N0. R 3578.
4 CONSTRUCT P P
CC TRANSITION STRUCTURE N0. 1 PER CITY STD. 334 _>°,_,- 4 AC
EXISTING SU 5 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. 103
SURVEY MONUMENTATION
NI existing survey monuments that will be disturbed by this project shall be referenced and reset by 6 SAWCUT i
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. 7o-- CONSTRUCT 18.5W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD
Monuments found by research of available City records and by field survey are shown on the plans 88 CONSTRUCT 4'-6'W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD
and described as follows: 9 CONSTRUCT 4' AC OVER 4" CAB PER CITY STD. 100-A
1" I.P. TAGGED LS 3002 1/4» PER TRACT MAP 9440 10 RELOCATE
2" I.P. TAGGED RCE 17788 PER TRACT MAP 14509 11 PAINT STRIPE PER CITY STD. 133 AND AS NOTED ON PLAN.
12 INSTALL TYPE "L" MARKERS (QTY. 2) AND TYPE "N-1" MARKER (QTY. 1) PER CITY STD. DWG. 406
13 COLD PLANE 0.10'
14 REMOVE
BASIS OF BEARINGS
THE BEARING OF N00'35'54"E FOR HERMOSA AVENUE PER TRACT 9440, WAS USED AS THE BASIS OF
BEARINGS FOR THIS PLAN.
ABBREVIIATIONS
I PT ANGLE POINT INV INVERT
AC ASPHALT CONCRETE LAT LATERAL
A.P.W.A. AMERICAN PUBLIC WORKS ASSOCIATION Loft LIP OF GUTTER
AVE AVENUE LT LEFT CRY
BC BEGIN CURVE MED MEDIAN DESCRIPTION OF REVISION DATE
BCR BEGIN CURB RETURN M.H. MANHOLE
BLVD BOULEVARD M.W.D. METROPOLITAN WATER DISTRICT CITY OF RANCHO CUCAMONGA
BM BENCH MARK N'LY NORTHERLY
C.B. CATCH BASIN PCC PORTLAND CEMENT CONCRETE
CB CURB PRC POINT OF REVERSE CURVE
CFS CUBIC FEET PER SECOND PA PROPERTY LINE TITLE SHEET
CENTERLINE Q FLOW (CFS)
KWD CUCAMONGA COUNTY WATER DISTRICT RC RELATIVE COMPACTION
CMP CORRUGATED METAL PIPE RTRIGHT REINFORCEDCONCRETE PIPE
CONC. CONCRETE RTE ROUTE HERMOSA AVENUE
D/W DRIVEWAY SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STREET AND STORM DRAIN IMPROVEMENTS
E'LE ELECTRICAL S.C.G. SOUTHERN CALIFORNIA GAS COMPANY
EC Y END CURVE S.D. STORM DRAIN
ECR END CURB RETURN
S LY SOUTHERLY ON THE EAST SIDE OF HERMOSA AVE. 2000 S/O WILSON AVE.
EV ELECTRICAL VAULT STA. STATION ST.ST. STA. STREET STATION / QR APPROVED BY: , - l DATE:
FG FINAL GRADE ST STREET O J. ` CITY ENGINEER RCE: 24953
FH FIRE HYDRANT S/W SIDEWALK
FL FLOWUNE TB TOP OF BERMDE510N y Z
FPS FEET PER SECOND TC TOP OF CURB _ �'� < �' =,J+N GRE�uR�� e
: .: rd�
No. 24953 =
FS FINISH SURFACE T.F. TOP OF FOOTING CSB Jew#
G GAS LINE T.G. TOP OF GRATE ac
GB GRADE BREAK TW TOP OF WALL W ExD 12-31-01 " CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
49 DRAWN RANCHO CUCAMONGA, CA 91730 SHEE''
GM GAS METER W WATER 0' Clv%V CSB 1 of 3
GTE GENERAL TELEPHONE W'LY WESTERLY
WM WATER METER OF CN%-%E
GTR. GUTTER CHECKED DRAWING N0.
HP HIGH POINT WV WATER VALVE
DAM 0 /24100 R.C.E. NO FU No 1732
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# ' � BENCHMARK 1 103
E 1781.647
- — - ---;- - 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF
o .
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y. � l RANCHO CUCAMONGA BM 10103 AT SOUTHEAST
p 1 j i CORNER OF HERMOSA AVENUE AND WILSON AVENUE
t '
all: TOLL EE # i I t 4 "�' _ i
--- -- Y _ _ _ _ _. __- - -- + AT END OF CURB RETURN
1 800 42Z-413
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— — — / OF 24" WITH 2" OF CONCRETE COVER OVER STEEL. ALSO, INSTALL
m #5 TIEBARS WITH EPDXY GROUT INTO THE SIDEWALLS AND CEILING r-� x a
4" SOLID DOUBLE YELLOW W OF THE EXISTING HEADWALL AT 18" SPACING. ALSO REFERENCE + m CATCH
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AND POSTS SMH N00'35 54 E ___ _— ___ ____ -----_-__
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- - - - - - - - - - - - - - - = t_- - - - - - - - - - - / a 05zw CONNECTION TO EXISTING HEADWALL
PER CITY STD. 308.
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CONSTRUCTION NOTES
TOP OF SIDEWALK w w w
1 CONSTRUCT 12 CURB AND 4 -
2 GUTTER PER TRANSITIONS PER DETAIL 'B ON THIS AND CITY STD 104 DETAIL A2 12
PLAN AND PROFILE
SAWCUT EXISTING AT A /K F
(VvITH SHEET) LE
E S GBC 0
SIDEWALK AT A 45' ANGLE TO TRANSITION 22 - CONSTRUCT VARIABLE THICKNESS AC OVERLAY PER CITY STD. 100-A
FROM s" To o" 3a-- CONSTRUCT CATCHBASIN WITH PROTECTION BARS AND LOCAL DEP. CASE "D" PER CITY STD'S 300, 304, 305, 306/MOD, 307, & HERMOSA A
-- -- ----- -- 325 WIDTH AND NUMBER OF GRATES PER PLAN, V=5.38', H s 4". GRATES SHALL BE NEENAH FOUNDRY CO. CAT. NO. R-3578.
VIEW A—A m 4 CONSTRUCT PCC TRANSITION STRUCTURE No. 1 PER CITY STD. 334 STREET AND STORM DRAIN IMPROVEMENTS
N.T.S. �, NOTE: ON THE EAST SIDE OF HERMOSA AVE.
Z
CONTRACTOR SHALL COORDINATE HIS WORK AND PROVIDE 3 CONSECUTIVE 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. 103 VE. 2000 S 0 WILSON AVE.
o WORKING DAYS OF CLEAR ACCESS TO SCGAS TO RELOCATE THEIR GAS LEGEND.
LJ 6 SAWCUT aOFESS/
m UNE. CONTRACTOR SWILL CONTACT HANK DELG HEI WOR AND THE
7� CONSTRUCT 18.5W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD y PORTLAND CEMENT CONCRETE io P �� �• �� APPROVED BY: DATE:
TWO WEEKS PRIOR FOR SCGAS TO SCHEDULE THEIR WORK AND THE �— / �`�' CITY ENGINEER ' RCE: 24953
WORK SHALL BE PERFORMED AFTER PAVEMENT REMOVALS AND PRIOR TO 88 CONSTRUCT 4'-6"W x 3'-0"H RCB PER LACDPW STD DWG 3053-0/MOD ��,s�,
THE PLACEMENT OF CRUSHED AGGREGATE BASE. 99 CONSTRUCT 4" AC OVER 4" CAB PER CITY STD. 100-A D 4" CAB h / [ Bi wpm
10 RELOCATE , No. 24953 o `�" "�-`_`R`-
` 4" AC Exp t 2-31-01 "' CITY OF RANCHO CUCAMONGA
11 PAINT STRIPE PER CITY STD. 133 AND AS NOTED ON PLAN. * ! CSB 10500 CIVIC CENTER DRIVE
12 INSTALL TYPE 'L' MARKERS (OTY. 2) AND TYPE "N-1' MARKER (OTY. 1) PER CITY STD. M. 406 1"=20' Z�A VARIABLE DEPTH AC OVERLAY , CIVIL RANCHO CUCAMONGA, CA g��3o
O-- OF C►►�-�F CSB 2 of 3
13, COLD PLANE 0.10
14 REMOVE ® COLD PLANE 0.10' CHECKV
o��c No.
� �'�' N0
DTE 05/24/00 FILE NO 21M 1732
4" AC OVER 4" CAB
B' I 6.5' PROP. 4" PCC SIDEWALK BENCHMARK 10103 ELEV: 1781.647
R 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF
1671.60 --- -_- - -- �_ _ o,� _
s so __ �__- ____ _ __ _ _. o r __------ -- -- - - -�---- 1671.60 RANCHO CUCAMONGA BM 10103 AT SOUTHEAST
1671.20 _._ __ -. -_..� - --_- ._ _ ,� .� _.._ ___ ._._._-_-_ - _.--___.____._ ___- __. . ......____..--------
1671.20 CORNER OF HERMOSA AVENUE AND WILSON AVENUE
1670.80 1670.80 AT END OF CURB RETURN
1670.40 - - 2 t ) - -- - - ��o-°'' _ - - - » 1670.40 R/W
- (Y2 t __ _ __ _ _ _ ___ _- 1678.00 1678.00
1670.00 _ - _ .. _ - - . -
_._ -. 4�
_._ _ __. _ --._. 1670 00
_ _.. __. _ _.___.. _ - __. _. _ ...._.__ 1677.60 _ .____ . 1677.60
__.____. -_-_____ _ ___ -_.__._ _. ._ _ . _ __- ___ ._ ___. _-__.___ ___--_.- _.__ _.___-_._-_ __,__..__.__ . 9 _ ____. _ __.._ _ __T __._ ___._ -_ - _
1669.60 2.cs (D•9 } 1669.60 _- - ____.____..____ _..__-_ -----_-- ---.--___._- --__-_
1677.20 ---- 1677.20
1669.20 S
1669.20
- - -
1676.80 4�' ��O - - 1676.80
1668.80 __ _____ - ___ 1668.80 -__ ��_
1676.40 _ 1676.40
M ___. ._-..-.. ._.....-__. _._.. -_..____..___.. __. ___ .__.- _ ------ �-
1668.40 3- �S tf4E . $ _-_ _- _ _-____ ____ --.__._.__- -_____ -- _ 1668.40 _.__ _ - 307 --- �' _______ _-_-_ _ _
AIEQ_B�L __.- _._ -- -_ -.______ ___.._-_. _______.._ __._._ ..._ --_-- 1676.00 1676.00
1668.00 PTH - •, 1668.00 (< Vol - - - ___ -..DE U NOWN __ _ - _ - __ _ - _. 1675.601675.60
1 7 66 .601667.601667.20 ____.. _.... ___.. _.___ __.._.__ 1675.20 ___._._.-_ ____. ._ ___.__--.-.___._-.___ _ .__.-. __- ._-._ -_-_- _. __.__._ _ _ _ 1675.20
__. .......... ..... ..... __ _ - ___ __. ._..-_ 1667.20
- - 1674.80 - - - _ -
1666.80 __ ___. - __. -_ .__ ___ . __._- -____. __ _ _ - --__.--_ - 1674.80
J
1674.40 __-_ ---_ __._ _-----_.._-- _ ---- ---- _.__ .___ - _-_ -- --- _ _ __ __ __ ___ .--_ __- 1674.40
1666.40 1666.40 _- _- _ _ _--_-
-30 -20 -10 0 10 0 30 40 50 60 70 80 90 100 -30 -20 -10 0 10 20 30 40
29+77 PROP. CATCHBASIN
31 +00
4" AC OVER 4" CAB
8' PROP. 4" PCC SIDEWALK
_-__---_______- _-----_- -___ - __-__..____-.- R/W
1671.60 --- -- _ __._____.__ _____
--- -_-_ _______________-___________._____ .__-__.._-_________ _________.---___- 1671.60
-_ __._.__---.-_-----_-.-.- _- .__.._._... ._._._. ._,..__._ ___._____.__ ______ ._.._._ ._-_.. _._._ ._.. __.. __..___ .______._._._-__._-- 1676.40 ._... ._ __ .___ - _.. ._. _..._ . __... _- ._ __._ __ ___ -_ ._ __._ . .. _-_ . . -_ _--- . _ ___ ___-._ ._ __ _._.._._.. 1676.40
-- _--- -.. -- _ _._._.- _. --- -- ---- - _ - - - - -- -- -- ---- - - -- -- - -- - -- ---- -- - ._ _ .-. -------- _ -- -
1671.20
1 * e�„ 1671.20 1676.00 _ - -- - _ - 1676.00
1670.80 -__ __.- _ _____ .� ------- __ __ 61 ��, �+t+� . .-_____ _____ ____ -- - __ _-_-._ __._________. _-_ 1670.80 _ _- - - -
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1670.40 (a A $.1 _ 1670.40 _ _ _ ._____.-_ - b
1675.20 -..________.__ _. _.._(g,g�7.)_. - ___. .- _.._-_ _. so ___ ._ _- __.- _-_..--
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1674.80 4.80
1670 00
167
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1669.60 �!
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1669.20 - .__. ___ ---- ,..., _ _ _ - - - - --- -- - _- - - - - -- -__ _-.. .__- ___ _ .- ----- - --- __ __ -_ ---- --.---- _ __ _ _ 1669.20
1674.00 1674.00
1 __.--_.- __._..-___- _ _ _ -_..- -- -._.._..
668.80 SAW T __ __.. __ __.._ _ __ __ _ J _ _ _ -.. _. _.._._.. _.. _-_. 1668.80
-_._ _ ._ _ r' _ _ __ _ ___-__ _ _._-__ . _._.__. _ ___-__.- ._. -__ __. _- __..___._-_..-_.
1673.60 1673.60
1668.40 1668.40
__.-___- - --------_-_._._-._
•� 1673.20 __._-__--__-..-__..._ _.__.______--__-- --___.____ ______- -_ __.-. -._._ ___ ._ _._____.-___-_ ____-__ __..__-___ _ _- _ _. _.._ ___ 1673.20
1668.00 1668.00
1667.60 1667.60 0 20 0 0 10 20 30 40
1667.20 _.___ ._ .__._ ... __--_.-- _._-..-_- .- __ . __-----.--_-._- __._ ._ . ------- _ _.. _. _. . ._ ._.. -_ _ __ ___ __.__-_.._.- __. _-_ _.__.-._. 1667.20 30+75
1666.80 _ _ . _.. 3" GAS LINE O 8E _.. - -. - _ _ 1666.80
_
1666.40 - - - - -- _.. ELoCA�b.BY GAS Pf?OR: $ - - .. 1666.40
- - - - DEPTH U NOWN -
1666.00 1666.00
-30 -20 -10 0 10 0 30 40 50 60 70 80 90 100
29+75
AC OVERLAY, FEATHER TO BLEND AND MATCH UP WITH EXISTING
4" AC OVER 4" CAB R/W
10' 1675.20 _._._._ ___.- _- __.___- __ -,__. .__ _ __- 1675.20
1674.80 _ _ _ _ 1674.80
1670.40 --- __.__._ _-_--_ _ SAW+'U 1- - _ __.__ ._ __ _ ._ __-_- _ __ ._ _-__.-__-- 1670.40 1674.40 - - - ._- --.-_ _._ _ _ �y� _ ._._ ._. `t ._ _ .__ _.
_�_ _ �.,�. __ _ - 1674.40
1670.00 1670.00 1674.00 s� 1674.00
1669.60 _ _ _ 6�` -_ _- 1669.60 1673.60 �\ . __ . _-_ _ __ __ }___-- 1673.60
1669.20 _ ._ _ -_- .___-.__ -_ ._ __ �� _._. ____. ._._ 1669.20 1673.20 - .____ _-- .- _ ,� _..._ _._____. 1673.20
1668.80 _ - _ . 1668.80 1672.80 __. _ _ _ __ _ _._ _ _._ __ _. ____ - __ __ _ _ _. 1672.80
1668.40 _ ___ _ _ ° _. _ . . . - 1668.40 1672.40 -_ _. . -_ _- _.__ _ _ __ - - 1672.40
_.. _..
1666.00 668.00 1672.D 672.00
- 1 0 1
-30 -20 -10 0 10 30 40 50 -30 -20 -10 0 10 20 30 40
20
PROP. 4" PCC SIDEWALK 30+50
29+50
3" GAS LINE DEPTH PROP. CURB AND 24" GUTTER
UNKNOWN (10-1/8" CF AT THIS STATION ON A PROPOSED FS PAVING [TRACT 14509 PROP. IMPROVEMENTS]
TRANSITION OF 8"-12")
VARIABLE DEPTH AC
OVERLAY
18'
PROP. 4" PCC SIDEWALK
10'
1674.00 COLDPLANE IRW 1674.00
- 0.10' _
R/W 1673.60 '< 1673.60
1668.80 --__ ___ ____ ___ _ _______ ____ ___ - _ -_- _ __. __ ___ -- ___ _-- -_ __ __- ___ __ 1668.80 1673.20 - ___ ___ _ - _ _ - ___ ___ ___ �'� _-_ -__ - __ __ ___ ,� �, -- -- 1673.20
1668.40 . _ -,- .drag 1668.40 1672.80 -2.4g9d] �ti _. 1672.80
1668.00 6 1668.00 1672.40 _. _ __ f #,# 1672.40
1667.60 2.75%) -1�;) ].fO 1667.60 1672.00 - -- z - - _ 1672.00
''' .3: 1671.60
1667.20 - .__ _ _ _ - - -- ---•. � - - _ __ - - _ 1667.20 1671.60 _ _ _- _ _ _ __ _ -._ .:u-
1666.80 _ _ - - i __ 1666.80 1671.20 - -- 1671.20
_- L.., _ - - - -
-
1666.40 .._- _ . -_. _ . _ -- ..__. _
A
_ _ .--. _ 1666.40 1670.80 _.- __ SAWCUT _ _. _ _. 1670.80
-30 -20 -10 0 10 20 30 40 -30 -20 -10 0 1 0 30 40
29+25 30+25 3" GAS LINE TO BE
RELOCATED BY SCGAS
4" CAB DEPTH UNKNOWN
PROP. CATCHBASIN
4" AC OVER 4"CAB
PROPOSED FS PAVING [TRACT 14509 PROP. IMPROVEMENTS]
PROP. 4" PCC SIDEWALK
8' R/W NO. DESCRIPTION OF REVISION DATE CITY
1673.20 - --___-_------_...__. __.__.__---__.__ _.__-__- --_- -_ __.� - __._�_._ _ _ __-__- ---- -- _---_-.__-._ 1673.20
R/W 1672.80 - - - _ - 1p 5 _ 1672.80CITY OF RANCHO CUCAMONGA
1667.60 _.� - _ __._ _ _ -._� ._�. _ _-_ 1667.60 1672.40 _ _-_- __ _.�S _- _. _. 't 1672.40
1667.20 - - - -.__ _-._ _._ - -- . -- _ -__ ___. _._ _- - . ._ _ _ _ _ _ _ _ 1667.20 1672.00 1672.00
1666.80 _ _ .. -�- __ __ 1666.80 1671.60 . _ -4. 3 �T� - q�` _ \_._..___ 1671.60 CROSS SECTIONS
1666.40 1666.40 1671.20 _ __. __ __..._.._ 1f.067C. _ 1671.20
HERMOSA AVENUE
�,�} { 1.01 : -- I _.
1666.00 - - 1666.00 1670.80 - - 2� - 1670.80
�� PROP. ATCHSASfN
_ SAOCUT 1665.60 - 1665.60 1670.40 __ _
: � - -Z
- 1670.40
1665.20 _ _ _ -.. ._ _ -_ _ _-- -_-_ ___ ._ __-- _ -- - _ __._ ___ _ __ _ _ _ _ _ ._ _ -_ 1665.20 1670.00 - 1670.00 STREET AND STORM DRAIN IMPROVEMENTS
__. _ _ _ _ _ _ ON THE EAST SIDE OF HERMOSA AVE 2000' S/0 WILSON AVE
-30 -20 -10 0 10 20 30 40 -30 -20 -10 0 10 0 30 40 50
29+00 30+00 SCALE VERT: '1"-2' o oFEss, .
HORIZ• 1"=10' Pa
LEGEND: ���'/��,�� J tiE c^i CITY ENGINEER APPROVED BY: RCE: 24953/
y
PORTLAND CEMENT CONCRETE a L`pE�Qkei
3" GAS LINE TO BE No. 24953 m D61GN ^ - �
RELOCATED BY SCGAS " Exp. 12-31-01 CSB CITY OF RANCHO CUCAMONGA ly
DEPTH UNKNOWN 4 CAB ♦t * 10500 CIVIC CENTER DRIVE
r7" AC �, C10.. �e DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
of c�,�\11 CSB 3 of 3
CHECKM N,c,F, NO aMWM NO.
ayE 05/24/00 � No �� 1732