HomeMy WebLinkAbout2295-D STORM DRAIN GENERAL NOTES
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE PROJECT CONTRACT DOCUMENTS
(SPECIFICATIONS), CITY OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND THE STANDARD VICINITY MAP NOT TO SCALE
PLANS FOR PUBLIC WORKS CONSTRUCTION, 2009 EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND T SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 'd
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
VALVES, FIRE HYDRANTS, ETCETERA, 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 EXTRA COST TO THE CITY OF
RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 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 THESE PLANS.
4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURES, PAVEMENT, CURB PLAN LEGEND
CONSTRUCTION NOTES
GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF THE STORM
DRAIN SYSTEM.
T.C.
CONSTRUCT 96" DIA. R.C.P. STORM DRAIN, 1500-1), PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE ...... .... ... ... 1,647
CURB FACE
&_ L.F.
C.F.
5. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE (2_�—CONSTRUCT 90" DIA. R.C.P. STORM DRAIN, 1500-0, PER CITY OF RANCHO CUCAMONGA STD. PLAN .341, TYPE ... ..... ..... . ..... . 2,547
L.F.
TATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY
CONSTRUCT 84" DIA. R.C.P. STORM DRAIN, 1500-0, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE I/. . .......... ....... 580
W
F.L. FLOWLINE
NSPORTATION (CALTRANS) NIA MANUAL OF TRAFFIC CONTROLS L.F.
AND MAINTENANCE WORK ZONES" (S.A.F.T.), CURRENT EDITION, THE SPECIAL (4 —CONSTRUCT .36- DIA. R.C.P. STORM DRAIN, 1750-0, PER CITY OF RANCHO CUCAMONGA STD. PLAN .34 1, TYPE 11. ......LIP
V11
PROVISION, AND IN ACCORDANCE WITH THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND
CONSTRUCT 24" DIA. R.C.P. STORM DRAIN, 2000-0, PER CITY OF RANCHO CUCAMONGA STD. PLAN 34 1, TYPE It. ...... 216
T.G. TOP OF GRATE
L.F.
SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH INV. INVERT OF PIPE
DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER. -PLACE 12' x 4 R.C.B. PER CALTRANS STD. PLAN D80. ....... .............. . .. . ..... .. ... .... 240 7V
L.F.
T.W. TOP OF WALL &— o. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319 ....... ...........
6. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING
EA.
T.F.
DRAWINGS TO THE ENGINEER FOR APPROVAL AND FOR REVIEW BY THE CITY ENGINEER. IF SUCH o. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 320. ... ........ .............
EA.
H.P.
HIGH POINT
SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH
o. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 32 1. . 2
EA.
RENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN SHORING F.S. FINISH SURFACE
ay
CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. TI No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 334. .............. ...... 2 EA.
F.G. FINISH GRADE
&—CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336. ..................... ........
EA.
7. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE GR. BRK. GRADE BREAK
GA STD. PLAN 33 1. 2 �7.
EA.
WILL BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO F.F. FINISH FLOOR
@�_CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMON
CUCAMONGA STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE
C.L. CENTERLINE CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333. 5 EA.
iC bodgind M,K
CONDUIT PLUS 20 INCHES. THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH
SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. RIW RIGHT-OF-WAY 3 L
EA.
0— D MANHOLE SHAFT WITH PRESSURE FRAME AND COVER PER L.A.C.F.C.D. STD. DWG. Nos. 2-D197 &RNARDINO FLOOD CONTROL DISTRICT FILE No. S.P. 176. ...... .. .. . .. EA. ------
PL 6
POINT DWG. No. 120 AND
8. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD
SHALL BE VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER.
EXISTING TREE TO BE REMOVED
COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. . ........ .. . 2
EA.L PERMIT
—CONSTRUCT 24" DIA. TEMPORARY C.H.P. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 311 AND PER DETAIL, SHT. 3. . ...... 1 EA.
QZ�9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
AND ALL SUB-GRADE ED. A WRITTEN REPORT WITH THESE COMPACTION TESTS &— " A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE 0 1-8... ...... ... .... ....... 122
ig
L.F.
BY THE CITY FOR APPROVAL AND FOR REVIEW BY THE CITY ENGINEER PRIOR TO
&— E AND COVER TO FINISH GRADE. ..... ... .... ...... .......... .......... . ...... ... ... EA.
SE MATERIALS AND/OR SURFACING. CONCRETE PAVING
qq�--TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120, ... ........ ...... L.S.
b
10. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 0— 96" DIA. R.C.P. STORM DRAIN, 1500-D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE /t. ........ 1,911
FIRE HYDRANT L.F.
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF*WORK.
—CONSTRUCT GASKETED 24" DIA. R.C.P. STORM DRAIN, 2000-D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE 11. ........ .. 10 L.F.
11. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE LAN 300 ( N). . .. ... ...... 5
EA.
SHEET FLOW DRAINAGE 0-- NING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. P
TO MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO
EARTH SWALE AND DIRECTION OF FLOW
CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN 307, CASE A. . ........ .......... 5
GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND ...... EA.
..........
COMPLETE CROSS-SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE
0-- FOR CONDUITS ACROSS TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 339, ... .... .. ..... SEE SPECIAL NOTE BELOW L.S.
r rq,
—CONSTRUCT 60" DIA. R.C.P. STORM DRAIN, 1500-D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE 4
EXCAVATION AND EARTHWORK ON THIS PROJECT. 3.80% GRADE WITH DIRECTION OF FLOW
L.F.
EXISTING GRADE CONTOUR LINE
ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED.12. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN
CONSTRUCT 42" DIA. R.C.P. STORM DRAIN, 1750-D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE 11. .... . 24
L.F.CONSTRUCT P.C.C. 8 R CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2-8. . ...... ......... . . . 57
L.F.
13. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE
7,550
CONSTRUCT 5 A.C. OVER 6" AGGREGATE BASE ....... ... .. . ...
.F.
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 332-----� TOUR LINE
E CLOSURE. ....... 2
EA. ..........
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
X—X—X— REMOVE EXISTING A.C. BERM. ....... ............ ...... . ........ .... ......... 115
EXISTING CHAIN-LINK FENCE L.F.
14. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY
E BLOCK GARDEN WALL
STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE RESIDENT &—REMOVE EXISTING R.C.P. STORM DRAIN. ....... .... . . .......... ..... . .. ............ ... .. ... .. ..... 1,226
L.F.
ENGINEER. q�>—REMOVE EXISTING CATCH BASIN, HEADWALL AND SUMP PUMP. SALVAGE SUMP PUMP TO CITY., .... .. . ... . ..
BLOCK RETAINING WALL
EA. H10
230
SAWCUT TO A CLEAN EDGE. ..........
15. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS L.F.
LANDSCAPE ARCHITECT'S PLANS
REQUIRED TWO (2) WORKING DAYS PRIOR TO EXCAVATION.
—REMOVE EXISTING P.C.C. SPANDREL, CROSS GUTTER AND CURB. ......... .. ......
650
S.F.
16. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE P TRAFFIC SIGN REMOVE EXISTING A.C. PAVEMENT. ...... ...... ........ .. . . ..... 3,230 S.F.
LACED UNTIL
ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL q7�--REA40VE EXISTING P.V.C. STORM DRAIN PIPE, GRATED CATCH BASIN AND INLETIOUTLET STRUCTURE. . .... .. .... . . L.S.
KWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE REMOVE EXISTING A--%
SATISFACTION OF THE CITY ENGINEER AND RESIDENT ENGINEER. q�)—CONSTRUCT GASKETED 36- DIA. R.C.P. STORM DRAIN, 1750-D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE 11, .. . .. . 12 L.F.
&—INSTALL MIRAFI NTIOO GEOSYNTHETIC LINER AROUND PROPOSED STORM DRAIN BY TENCATE GEOSYNTHETICS NORTH AMERICA. REFER
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO BEGINNING WORK ON EXISTING RETAINING WALL TO DETAILS, SHEET 5 AND TENCATE GEOSYNTHETICS NORTH AMERICA INSTALLATION GUIDELINES. ......... ........ . ... 65 L.F.
THE PROJECT. PROPOSED STORM DRAIN SPECIAL NOTEe
PROPOSED AREA DRAIN IES ARE NOTED ON THIS PLAN SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR
IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. ITEMS OF WORK NOT CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
SPECIFICALLY NOTED ABOVE ARE INTENDED TO BE INCLUDED IN OTHER ITEMS OF WORK. FACILITIES REMOVED O UCTION (INCLUDING
LIMITED TO, CURB & GUTTER, P.C.C. FLATWORK, WALLS, LANDSCAPING,
IRRIGATION LINES AND CONTROLLERS, UTILITY LINES AND BOXES, SIGNS,
STREET LIGHTS, ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
NOT).
N0%TE REG"'ARDING EXISTING UTILITIES
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN NSUITABLE SOIL MATERIAL, PREPARATION OF
PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECOKU�i. SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
NOTICE TO CONTRACTOR OWNER UTILITY CONTACT
THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL UTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
I
CITY OF RANCHO CUCAMONGA CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. TIONS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY ALL REACHES OF STORM DRAIN FACILITIES
SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE AND SUPPORTING OF EXISTING
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 10500 Civic Center Drive DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION ON THE STORM DRAIN. CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT. . .(626) 969-7911
THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL CUCAMONGA STD. PLAN 339.
LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE 1402 N. VOSBURG DRIVE
(909) 477-2700 AZUSA, CA 91702
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON
CONTACT: DAVE JOHNSON
THESE PLANS.
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS B. VERIZON, (909) 469-6340
16071 MOJAVE DRVE, BUILDING A
AILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE I
VICTORVILLE, CALIFORNIA 92392
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1
SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE
ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, PROJECT BENCHMARKM C. SOUTHERN CALIFORNIA GAS COMPANY. . . . �(909) 335-7583 PROJECT SHEET INDEX-
WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & P.O. BOX 3003
CITY F RANCHO CUCA O. 10032: REDLANDS, CA 92373
DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS PROJECT SHEET
OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED SHT. # DESCRIPTION
ENGINEER'S ATTENTION PRIOR TO THE START OF THE "CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST D. CUCAMONGA VALLEY WATER DISTRICT .(909) 987-2591
1 PROJECT TITLE SHEET
CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTH ENCR. DEPT.-(909) 483-7440 -SS/0 Crry
DESCRIPTION OF REVISION DATE
WING WALL OF BRIDGE ACROSS ETIWANDA RANCHO CUCAMONGA, CA 91730 2 LATERAL PROFILES
REVISIONS OR MODIFICATIONS. E. G < APPROVED
CREEK.
3 LATERAL PROFILES & DETAILS
S PERFORMING WORK SHOWN ON OR RELATED TO ELEVATION: 1195.431 E. METROPOLITAN WATER DISTRICT (MWD). (909) 593-7474
rn
700 N. MORENO AVENUE 4 PLAN & PROFILE LINE "E" STA. 0+00 STA. 10+00 W I M
ONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE CITY OF RANCHO CUCAMONGA
L-6 LAVERNE, CA 91750 R.C.E. 29224
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
NIA 5 PLAN & PROFILE LINE "E" STA. 10+00 STA. 19+50 EXP. 3/31/13 TITLE SHEET '
RS SHALL COMPLY WITH THE AFETY AND HEALTH
6 PLAN & PROFILE LINE E" STA. 19+50 STA. 29+00
C IV I\-
REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA 700 N. ALAMEDA STREET. . . . . . . . . . . . 217-6000
ha
LOS ANGELES, CA 90012 7 PLAN & PROFILE 0jr CP,\-
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS LINE "E" STA. 29+00 STA. 38+50 st Ave Master Plan Storm Drain ne 8
CONTACT: KIERAN CALLANAN
UNDERGROUND SERVICE ALERT.- PLAN & PROFILE - LINE "E" STA. 38+50 - STA. 48+00
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS
EastAve - Foothill Blvd to 625Y n10 Baseline Rd
RS COMPLIANCE WITH THE F. CHARTER COMMUNICATIONS CORPORATION. . . . . . . . . . . . (909) 880-0220 9 PLAN & PROFILE - LINE "E" STA. 48+00 - STA. 57+50
Baseline Rd - East Ave to 1150" WEST
4240 N. HALLMARK PARKWAY (909) 880-0230 1 LINE "E" STA. 57+50 - JOIN EXISTING
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
SAN BERNARDINO, CA 92407 Ci t4eeita
DEPARTMENT OF INDUSTRIAL RELATIONS .
A
1-800-227-2600 11 PLAN & PROFILE LINE "B STA. 1+00 STA. 9+50 APPROVED BY6
DATE
& ssociates
G. SOUTHERN CALIFORNIA EDISON COMPANY. . . . . . . . . (909) 987-6585
12 PLAN & PROFILE - LINE "B" STA. 9+50 JOIN EXISTING CffY ENGINEERIL110 R.C.E. No. 53672
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF (909) 880-0222 CIVIL ENGINEERS LAND SURVEYORS DESIGN
C MENDED
FONTANA, CA 92336 EET IMPROVEMENTS
10271-B TRADEMARK STREET
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS TWO WORKING DAYS BEFORE YOU DIG
9 RANCHO CUCAMONGA,CA 91730 DGA
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING "CAUTION": Remember the USA Center only notifies (909) 87-4306 a vi t4e-r rct
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER those utilities belonging to the center. There could H. SPRINT - TRANSMISSION DEPARTMENT 873-8022 DRAWN S ET
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN other utilities present at the work site. The center 282 S. SYCAMORE AVENUE & Associates
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR will inform you of which utility companies they will RIALTO, CALIFORNIA 92376 DGA 1 OF 13
LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. notify. 10271-B TRADEMARK STREET —
A CHECKED DRAWING No.
IEL E.GLI RR&1% DATE RANCHOCUCAMONGA CALIFORNIA 91730
R. E.29224 P.03-431-13 CITY PH(909)987-4306 FAX(909)941-1528
, Ave, A4 Ste F111 15fo 1AM 1),Atl
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JUNCTION STRUCTURE No. 7- PER CITY OF RANCHO
CUCAA40NGA STD. PLAN 331
CL tn!
&—CONSTRUCT
24" DIA. TEMPORARY C.M.P. CATCH BASIN PER CITY
OF RANCHO CUCAMONGA STD. PLAN 311 AND PER
DETAIL, SHT. 3.
00
�&_CONSTRUCT
8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE D1-8.
>-
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a_ADJUST
MANHOLE FRAME AND COVER TO FINISH GRADE.
2a
TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN
120.
Qk—CONSTRUCT
GASKETED 96" DIA. R.C.P. STORM DRAIN, 1500-D,
PER CITY OF RANCHO CUCAMONGA STD. PLAN 341,
TYPE /I.
00
<22Y—CONSTRUCT
GASKETED 24" DIA. R.C.P. STORM DRAIN, 1500-D,
PER CITY OF RANCHO CUCAMONGA STD. PLAN 341,
TYPE It.
0
XI TI A.C. BERM.
�D_REMOVE
EXISTING PIPE CLOSURE.
Q
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19—CONSTRUCT
GASKETED 36" DIA. R.C.P. STORM DRAIN, 1750-0,
PER CITY OF RANCHO CUCAMONGA STD. PLAN 341,
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NOTE REGARDING EXISTING UTILITIES
THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN
ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS.
THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL
AND VERTICAL LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION ON THE STORM DRAIN.
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THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN
ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS.
THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL
AND VERTICAL LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION ON THE STORM DRAIN.
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Rffllmd,6110 I I
rA
Cq
DESCRIPTION OF REVISION
Lj,
i i, AF
_1111111L,'J,
I I u i
I I A L Io ,�-I -
06
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
LIMITED TO, CURB & GUTTER, P.C.C. FLATWORK, WALLS, LANDSCAPING,
IRRIGATION LINES AND CONTROLLERS, UTILITY LINES AND BOXES SIGNS
STREET LIGHTS, ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
NOT).
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
ALL SURPLUS AND OR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING AN—DIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIES., IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCAMONGAPLAN 339.
g
I
"CAUTIONRemember the USA Center only notifies
those utilities belonging to the center. There could
other utilities present at the work site. The center
will inform you of which utility companies they will
notify.
??,OFESS/04b
G)
CO
C.5
M
R.C.E. 29224
EXP, 3/31/13
CONTRACTOR TO 'VERIFY HORIZONTAL & VERTICAL LOCATION- --
PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY SHALL -
BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
%
e
,4
- -- - ---- -----
i-iiiiauerai
T =40 1 H VERT��
SiCAL 0 RIZ 1 =4�
PROJECT BENCHMARK:
DESCRIPTION: 2 BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT
SOUTH OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS
ETIWANDA CREEV.
DESCRIPTION OF REVISION
A
i i, AF
_1111111L,'J,
I I u i
I I A L Io ,�-I -
i
Y7
14
Lai C
J.
'24
to
00
+
00
NST
0 -RUOT--- 400!, Lill
i-iiiiauerai
T =40 1 H VERT��
SiCAL 0 RIZ 1 =4�
PROJECT BENCHMARK:
DESCRIPTION: 2 BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT
SOUTH OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS
ETIWANDA CREEV.
Last Ave Master Plan Storm Drain
Details & Lateral Aroffies
Dan ('At4lerra
3 DATE 1001 -ft
& Associates
R.C.E. No. 53672
a LAW'& QUO -W -i
DESI N
10271-B TRADEMARK STREET
RANCHO CUCAMONGA, CA 91730 DGA
(909) 987-4306
DRAWN
D
Iv. AO v;-!qsu CHECKED
DAN L
E. GUER A DATE
R.C. 29224 P. 03-31-13
CITY
DESCRIPTION OF REVISION
A
i i, AF
_1111111L,'J,
I I u i
I I A L Io ,�-I -
Last Ave Master Plan Storm Drain
Details & Lateral Aroffies
Dan ('At4lerra
3 DATE 1001 -ft
& Associates
R.C.E. No. 53672
a LAW'& QUO -W -i
DESI N
10271-B TRADEMARK STREET
RANCHO CUCAMONGA, CA 91730 DGA
(909) 987-4306
DRAWN
D
Iv. AO v;-!qsu CHECKED
DAN L
E. GUER A DATE
R.C. 29224 P. 03-31-13
CITY
s °rrrrrr :� rirrr®ii
li%
_._
_. _. ..._..,..----
___..._,_ . _,.,... ..............._..:........., .._..,..a_.rv_.__..
.a.._,._...... ._. .._----_.,.. ._
_F—' _ a _.., ._...
._._.___. _......_ _ _..,.w..._
0,
CONSTRUCTIONi
7 CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319.
12 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331.
1CONSTRUCT PRESSURED MANHOLET WITH PRESSURE FRAME AND COVER PER L. ..STD. . Nos. 2-0197 2-0210.
17
CONSTRUCT 2" DIA. TEMPORARY . P. CATCH
BASINITY OF RANCHO CUCAMONGA STD. PLAN 311 AND PER DETAIL, SHL 3. UNDERGROUND SERVICE ALERT:
18 CONSTRUCT. BERM PER CITYT 104, TYPE 01-8.
&—ADJUST L FRAME AND COVERTO FINISH
9 -TRENCH AI CITY OF RANCHO CUCAMONGA STD. PLAN 120. 1-800-227-2600
0—CONSTRUCT " DIA. R.C.P. STORM DRAIN, 1500—D, CITY OF RANCHO CUCAMONGA STD. PLAN 341PE IL
2 ®- CONSTRUCT GASKETED 24" DIA. R.C.P. STORM [DRAIN, 2000—D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE It. TWO WORKING DAYS BEFORE YOU ®IG
30 -- tRE OVE EXISTING PIPE CLOSURE. "CAUTION": Remember the USA Center only notifies
O—REMOVE EXISTING A.C. BERM. those utilities belonging to the center. There could
other utilities present at the work site. The center
34 SAWCUT TO A CLEAN EDGE. will inform you of which utility companies they will
notify.
QD�--CONSTRUCT GASKETED 36" 01A. R.C.P. STORM DRAIN, 1750—D, IT F RANCHO CUCAMONGA STD. PLAN 341, TYPE r1.
PROFILE SCALES: PROJECT
' I.
=40' CITY OF RANCHO ♦ y BENCHMARK
99
VERT. 1 =49 DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
r"CITY OF RANCHO CUCAMONGA BM 10032
87" AT NORTHEAST
♦„ SCALE,-
. CORNERPL
BOULEVARD AND D '" # AVENUE,,. SOUTH
OF NORTHERLY
r BRIDGE ACROSS + +
4
1195.431
NOTE REGARDING EXISTING UTILITIES
SPECIAL NOTE,
FACILITIESCONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
REMOVED DAMAGED BY CONSTRUCTION (INCLUDING., BUT NOT
LIMITED TO, CURB & GUTTER, P.C.C. FLATWORK, WALLS9 LANDSCAPING,
IRRIGATION
if AND
CONTROLLERS, BOXES
STREET LIGHTS, ETC. r SIGNS �,
PLANS SAID FACILITY IS SHOWN ON THE
"I CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT
ALL SURPLUS r
UNSUITABLE tr
ATION OF
SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIESIMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCAMONGA D # i'
D
D
n
y11i°Itl,11°� I6 I
4 DESCRIPTION OF REVISION
OU
a
lilt
1�1, CC
R.C.E. 29224
EXP. 3/31/13
1 PROFILE
East
LINE T" - frOm Foothffl Blvd to Sta. 10+00
Davi
,APPROVED BY:
&,Associates
CITY ENGINEER No.
53672
CIVIL ENGINEERS 0 LAND SURVEYORS DESIGN
.r�r�r.rYrrrirrr.
VCtVj 6t4e•
TRADEMARK
MENDED
RANCHO CUCAMONGA, CA 91730 DGA
O Q -R7-4306
ssocictfj.
,.
o,,13 -
''TRADEMARK. a , , "�
1 �` `° •
R.0 29224 P. • 987-4306 FAX (909) 941-1528
CONSTRUCTION NOTES
CONSTRUCT CAST—IN—PLACE 12' x 4" R.C.B. PER CALTRANS STD. PLAN 080.
CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319.
CONSTRUCT TRANSITION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 334.
CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333, CASE 1.
CONSTRUCT PRESSURED MANHOLE SHAFT WITH PRESSURE FRAME AND COVER PER L.A.C.F.C.D. T. DWG. Nos. 2-0197 & 2—D210.
CONSTRUCT 24" I. TEMPORARY C.M.P. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 311 AND PER DETAIL., T. 3.
CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE D1-8.
Qq)—TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120.
0—CONSTRUCT GASKETED 96" DIA. R.C.P. STORM DRAIN, 1500—D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE it.
_CONSTRUCT GASKETED 24" D/A. R.C.P. STORM DRAIN, 2000—D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE It.
31REMOVEEXISTING A.C. BERM.
�9_INSTALL MIRAFI NT100 GEOSYNTHETIC LINER AROUND PROPOSED STORM DRAIN BY TENCATE GEOSYNTHETICS NORTH AMERICA. REFER
TO DETAILS HEREON AND TENCATE GEOSYNTHETICS NORTH AMERICA INSTALLATION GUIDELINES.
CURVE DATA
hi
Dan 6t4e- i& P&a
ESS/0
Associates
CIVIL ENGINEERS LAND SURVEYORR
10271- TRADEMARK STREET
R.C.E. 29224 RANCHO CUCAMONGA, CA 91730
4
EXP. 3/31/ 3 (909) 987-439§__
clvl�_
or
D NIEL E,. ERRA DATE
XP.
R. E. 29224 EXP. 03-31-13
V. utrucl naulus Ari Lengm PIAN & PROFILE
U, 17@08'46-' 90.00, 26.93' V-1
East Ave Master Plan Storm Drain
17"08'46" 90.00 26.93
0•
UNDERGROUND SERVICE ALERT.- 1-ine 8
DESCRIPTION OF REVISION
from Sta. 10+00 to
Sta. 19+50
CALL TOLL FREE
L
V. utrucl naulus Ari Lengm PIAN & PROFILE
U, 17@08'46-' 90.00, 26.93' V-1
East Ave Master Plan Storm Drain
17"08'46" 90.00 26.93
0•
UNDERGROUND SERVICE ALERT.- 1-ine 8
L INE T"
from Sta. 10+00 to
Sta. 19+50
CALL TOLL FREE
MTE :9,e� i /I I
1--227-2600
800
zfft!
R.C.E. No. 53672
DESIGN
DGA
VCM (:t4e_eect
TWO WORKING DAYS BEFORE YOU DIG
"CAUTION": Remember the USA Center only notifies
Associates
SHEET
those utilities belonging to the center. There could
other utilities present at the work site. The center
OF
will inform you of which utility companies they will
notify.
CHECKED
10271-B TRADEMARK STREET
I DRAWINN
G o.
CITY
RANCHO CUCAMONGA CALIFORNIA 91730
1. y
a ami:r,4-
.....
21 22 23 24
AZI
Ni
i, l
y \ 444
CONSTRUCTION NOTES
0—CONSTRUCT 96" DIA. R.C.P. STORM DRAIN, 1500–D, PER CITY OF RANCHO CUCAMONGA ,STO. PLAN .341, TYPE It.
4 ---�
CONSTRUCT'� DIA.R.C.P. T DRAIN, 2000–D, PER C{ OF RANCHO CUCAMONGA STD. PLAN .341, TYPE 1I. 2� CONSTRUCT LOCAL DEPRESSIONP CITY OF . 307, CASE A. CONSTRUCT CAST–IN–PLACE 12' x 4' R.C.B. PER CALTRANS STD. PLAN DS®. CONSTRUCT P.C.C. B" CURD & 24" CUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, Ac's -S.
6 --®
27CONSTRUCT "A.C. VE" AGGREGATE ASE. CONSTRUCT MANHOLE N�. 2 PER CITY OF RANCHO CUCAMONGA STD®P N X19®
1REMOVE EXISTING
CONSTRUCT TRANSITION STRUCTURE. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 334.
34 SAWCUT 7O A CLEAN EDGE®
13
CONSTRUCT JUNCTION STRUCTURENo. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333, CASE 1.
&—TRENCH E IR PER CITY F C CUCAMONGA STD. 120.
EXISTING P.C.C.L, CROSS GUTTER AND CURD®
&—REMOVE EXISTING A.C. PAVEMENT.
0—CONSTRUCT GASPCETED 96" DPA. R.C.P. STORM DRAIN, 1500–D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE ll. 37 REMOVE EXP
9II-_ CONSTRUCT GASKETED 24" DIA. R.C.P. STORM DRAIN, 2000®D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE It. STING P.V.C. STORM DRAIN PIPE, GRATED CATCH BASIN AND INLET/OUTLET STRUCTURE.
23 CONSTRUCT CURD OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300 ("W" AND "V" PER PLAN).
& Na
1240
n
Nit
F 1
1,110
PROFILE SCALES, PROJECT BENCHMARK.-
HORIZ. 1 =40' CITY OF RANCHO CUCAMONGA BENCHMARK NO.
VERT. 1 =49 DESCRIPTION: 2"
BRASS
CONCRETE
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTH
PLAN SCALE.-
I OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS
"CREEK.
5.431 4"
NOTE REGARDING EXISTING .......... i'
SPECIAL NOTE*
TOTALCONTRACTOR SHALL INCLUDE AS PART OF HIS ,
NY
FACILITIES
DAMAGED
LIMITED TO, ;f a GUTTER
P.C.C. FLATWORK, WALLS, LANDSCAPING,
IRRIGATION LINES AND CONTROLLERSt UTILITY LINES AND BOXES i
STREET
FACILITYi PLANS .,
O
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
ALL
SURPLUS
Y
UNSUITABLE SOIL MATERIALPREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
•" 1, � # ' ,,. "
ALL REACHES OF STORM DRAIN FACILITIES,
1
r
AND SUPPORTING
CONDUITS
ACROSS
CUCAMONGA STD. PLAN
mTRAFFIC SIGNAL NOTEZ
CONTRACTOR
" TEMPORARILY
REINSTALL
REPLACE
THEIR
CURRENT
TRAFFIC
SIGNAL FACILITIESSTREET LIGHT
FACILITIES, SIGNING., ETC.
CURVE DATA
® Delta Radius Arc Length
E) 7" 22.50' 11. 80,
1 45000'00" 17.67 '
D
n
CALL TOLL FREE
TWO WORKING DAYS BEFORE OyD
Remember the.
Center only notifie
those utilities belonging tor the center.o
ul
other utilities present at the work site. The cente
will inform you l "y compani
+`
. DESCRIPTION OF REVISI
ON .# rn
CD
M 1, TH
R.C.E. 29224
Uj
t
EXP. 3/31/13
P,< PROFILE
ol
East Ave Master
Plan Storm
Drain
Line
LINE 11ir from D
`+ • r
�APPROVED BY:
.`:
ENGINEER& ASSOCicifesDATECITY
CIVIL ENGINEERS LAND SURVEYORS' R.C.E. No. 53672
��RECO MENDED
10271-B TRADEMARK STREET t4e
RANCHOJDRAWN
ASSOcicifes
(a MON 0.0 CtP1 tAct
4306
t�
19 T
DGA
)k. �V- OF 3
♦ IIEL E. GU.. r ., " 1iN �I III --TE 'CHECKED TRADEMARK
•,ir STREET ,
• 528
........ . ..... ----------
15�
H AAJLLJ
I mI i I I I �
I
N
yj
i
CONSTRUCTION NOTES
Delta
1CONSTRUCT
" DIA. R.C.P. STORM DRAIN, 1CITY OF RANCHO CUCAMONGA
STD. PLAN 341, TYPE 11.
(�>CONSTRUCT
" DIA. R.C.P. STORM DRAIN, 2000—D, PER CITY OF RANCHO CUCAMONGA
STD. PLAN 341, TYPE Ifa
�DCONSTRUCT
MANHOLE. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319.
90.00'
Q_ CONSTRUCT
JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCA ONGA STD. PLAN
333, CASE 1.
0__TRENCH
EPAf PER CITY OF RANCHO CUCA D GA STD. PLAN 120.
C6
@�_CONSTRUCT
CU E f G CATCH BASIN PER CITY OF RANCHO CUCA ONGA STD. PLAN
300 ("W" AND "Y'" PERPLAN).
T LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN 307, CASE A.
lid
I ,
r
4
A
6" n iii
PROJECT BENCHMARK:
CITY OF RANCHO i i BENCHMARK
Y'
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTH
OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS ETIWANDA
V
NOTE REGARDING EXISTING UTILITIES
THE LOCATION (HORIZONTAL & VERTICAL)
SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON
AVAILABLE CONTRACTOR HEREBY
ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS
ORHORIZONTAL VERTICAL LOCATIONS
CONSTRUCTION O_'/►ice i,.
SPECIAL NOTE.
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
LIMITED TO, CURB & GUTTER, P.C.C. FLATWORK, WALLS., LANDSCAPING,
IRRIGATION
iy CONTROLLERS, AND BOXES,
FACILITYSTREET LIGHTS, ETC. WHETHER SAID PLANS
l R
SHALLCONTRACTOR ALSO INCLUDE AS PART
ALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS / J REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCA'O - 1.'.: PLAN
TRAFFIC SIG
' NOTE.
CONTRACTOR SHALL REMOVE, TEMPORARILY REINSTALL AND REPLACE TO
THEIR CURRENT LOCATIONS AT COMPLETION OF CONSTRUCTION CONFLICTING
TRAFFIC SIGNALTRAFFIC SIGNAL FACILITIES, STREET
FACILITIES,
a
LL TOLL FREE
,# 60*
"CAUTION": Remember the USA Center only notifies
those utilities belonging to the center. There could
other utilities present center
informwill s of which utility companies
notify.
DESCRIPTION OF REVISION
k
EXP. 3/31/13 PIAN & PR OFILE
�► Last
V.1aster Plan Drain
Lin
LINE "0 from Sta. 29+00 to Sta. 38+50van 6tiiiiterrCti
&Associates
;.P.1 1
CITY ENGINEER-fr
DES!
r271 -B TRADEMAR
RANCHO CUCAMONGA, CA 91730 D,GA
# 0 a 987-4306 '
D,, � U ��
ri ... DATE
r i f.. EX .03-31-13 CITY
Delta
a ius
Arc Length
0
1 1' 2"
90.00'
29.37'
G18"41'52"
90.00'
29.37'
C
11' "
90.00,
a'
C6
1 E*41'52"
90.00'
29.37'
PROJECT BENCHMARK:
CITY OF RANCHO i i BENCHMARK
Y'
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTH
OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS ETIWANDA
V
NOTE REGARDING EXISTING UTILITIES
THE LOCATION (HORIZONTAL & VERTICAL)
SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON
AVAILABLE CONTRACTOR HEREBY
ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS
ORHORIZONTAL VERTICAL LOCATIONS
CONSTRUCTION O_'/►ice i,.
SPECIAL NOTE.
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
LIMITED TO, CURB & GUTTER, P.C.C. FLATWORK, WALLS., LANDSCAPING,
IRRIGATION
iy CONTROLLERS, AND BOXES,
FACILITYSTREET LIGHTS, ETC. WHETHER SAID PLANS
l R
SHALLCONTRACTOR ALSO INCLUDE AS PART
ALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS / J REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCA'O - 1.'.: PLAN
TRAFFIC SIG
' NOTE.
CONTRACTOR SHALL REMOVE, TEMPORARILY REINSTALL AND REPLACE TO
THEIR CURRENT LOCATIONS AT COMPLETION OF CONSTRUCTION CONFLICTING
TRAFFIC SIGNALTRAFFIC SIGNAL FACILITIES, STREET
FACILITIES,
a
LL TOLL FREE
,# 60*
"CAUTION": Remember the USA Center only notifies
those utilities belonging to the center. There could
other utilities present center
informwill s of which utility companies
notify.
DESCRIPTION OF REVISION
k
EXP. 3/31/13 PIAN & PR OFILE
�► Last
V.1aster Plan Drain
Lin
LINE "0 from Sta. 29+00 to Sta. 38+50van 6tiiiiterrCti
&Associates
;.P.1 1
CITY ENGINEER-fr
DES!
r271 -B TRADEMAR
RANCHO CUCAMONGA, CA 91730 D,GA
# 0 a 987-4306 '
D,, � U ��
ri ... DATE
r i f.. EX .03-31-13 CITY
PROFILE SCALES:
R;
PLAN SCALE:
1 99 ''.
PROJECT
fir.O M► � rlr
' „ -
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032:
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTH
OFNORTHERLY END�lF WING WALL OF BRIDGE ACROSS ETIWANDA
* ►.
NOTE REGARDING EXISTING UTILITIES
THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES
SHOWN 1
' PLANS AR
y,;tN APPROXIMATE
rr'iT A PLOTTED BASED ON
AVAILABLE ,O ita CONTRACTOR
,,I.O1D HEREBY
' O.. POTHOLE.
i.
ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS
OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND NOTIFY THE
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO BEGINNING
CONSTRUCTION ON THE STORM
1
DRAIN..
ii
RGI�I'ry
SPECIAL NOTE:
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
LIMITED TO, CURB & GUTTER, P.C.C. FLATWORK WALLS, LANDSCAPING
IRRIGATION
'r' i1. CONTROLLERS,
STREET LIGHTS, ETC.
IY SAID FACILITY PA1 OR
CONTRACTOR
N # .,. PART O
i YN, , EXPORT
SHORINGALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR CALCULATIONS
ENGINEER TO THE APPROVAL
Ntis l IMPACTED
,i iD AGENCIES AND
UTILITY COMPANIES, IMPLEMENTATION ANDIOR SHORING R
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCAMONGA
PLAN
LSJ -TR NOTE.,
CONTRACTOR SHALL REMOVE, TEMPORARILY REINSTALL AND REPLACE TO
THEIR CURRENT LOCATIONS AT COMPLETION OF CONSTRUCTION CONFLICTING
TRAFFIC SIGNAL POLES, TRAFFIC SIGNAL FACILITIES, STREET LIGHT
FACILITIES, SIGNING, ETC.
+t
a •DESCRIPTION
W; i MA
., ..
R.C.E. 29224
;
u
M
III I�f
�x
i
i
i
1
,
CONSTRUCTION NOTES
1 CONSTRUCT 96" DIA. R.G.P. STORM DRAIN, 1500-D, PER CITY OF RANCHO CUCAMONGA
STD. PLAN 341, TYPE fl.
CONSTRUCT"N ►A. R.C.P. STORM DRAIN, -, PER CITY.
PLAN 341, T fL
CONSTRUCT "a DIA. R.C.P. STORM DRAIN, 2000-D, PER CITYSTD.
PLAN 341, TYPE It.
CONSTRUCT MANHOLE No. 2 PER CITY1.
&—CONSTRUCT JUNC I T UCTU o. 4 PER CITY OF RANCHOCUCAMONGA STD. PLAN
3, CAE 1.
2d _TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120.
9�_CONSTRUCT C 1NG CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN
300 ("'W- AND -- PER ).
24 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN 307, CASE A.
JNDERGROUND SERVICE ALERT=,
y � �
CALL TOLL FREE
1-800-227-2600
"CAUTION": Remember the USA Center only notifies
r - utilities belonging • the center. There could
other utilities present at
will inform you of which utility companies they will
EXP. 3/31/13
PLAN & PR OFILE
AV Eas AM Plan Z -V
clvl�_ C aS ter
5torm
of
Drain
OF CAO
bne 8
LINE T" o r,. i;
Dan -/..6vewra
,APPROVED BY: `
&Associates _
DATE
A.'•CITY ENGINEER
ENGINEERS53672
CIVIL M'• Io" �wN iglu W.rw�r++r�rr+r.► . �C.E, No.
"IDES
10271-B TRADEMARK STREET
JACj
JA
i,ry !'
RANCHO CUCAMONGA, CA 91730
(909) 987-43065
MET-
^ssocictfes
,
+�►, r1, 13m
,
w~ ,
1- idol i" dui .10271-B TRADEMARK STREET
DRAWING No.
DAqEL E. E . ,. DATE CHECKED RANCHO CUCAMONGA CALIFORNIA 91730
.CONSTRUCTION NOTES
CONSTRUCT I DRAIN, 1CITY OF RANCHO CUCAMONGA
STD. PLAN 341, TYPE It.
CONSTRUCT 84" DIA. R.G.P. STORM DRAIN, 1500-D, PER CITY OF RANCHO CUCAMONGA
STD. PLAN 341, TYPE It.
—®
CONSTRUCT 36" DIA. R.C.P. STORM DRAIN, 1750-D, PER CITY OF RANCHO CUCAMONGA
STD. PLAN 341, TYPE It.
MANHOLECONSTRUCT . 2 PER CITY1.
CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD.1.
1
CONSTRUCT TRANSITIONT o. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336.
12
CONSTRUCT JUNCTION STRUCTURE o. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN
331.
15
CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN DERNARDINO FLOOD CONTROL DISTRICT FILE No. S.P. 176.
16
CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329.
TRENCH REPAIRCITY OF RANCHO CUCAMONGA STD. PLAN 120.
Q§�-
CONSTRUCT " DIA. R.C.P. STORM DRAIN, 1500®D, PER CITY OF RANCHO CUCAMONGA
.STD. PLAN 341, TYPE II.
32
REMOVE EXISTING R.G.P. STORK DRAIN.
Delta Radius Arc Length
C9 45"10'06" 45.00' 35.4$'
1270
w
z
J
?IROFILE t
HORIZ. 1 22 =402
N .0� ;"NSCALE:
1 99 0
CUCAMONGACITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032:
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO ', 1987"
NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTF
OF NORTHERLY OF WING WALL OF
BRIDGEACROSS
.RO
I �..
i
NOTE REGARDING EXISTING UTILITIES
THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN
ON THESE PLANS ARE APPROXIMATE PLOTTED .D ON AVAILABLE RECORDS.
THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR HORIZONTAL
AND VERTICAL O PRIOR ON THE
DRAIN.
SPECIAL NOTEe
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
LIMITED TO, CURB & rr. FLATWORK WALLS,t -
IRRIGATION
rI A AND AND
BSTREET LIGHTS, ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
ALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
ENGINEER TO THE OXES, SIGNS, y,.ALL A- AND
CUCAMONGAUTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
PLAN
�.iiM0kIkfM__
TRAFFIC SIGNALO
FACILITIES,CONTRACTOR SHALL REMOVE, TEMPORARILY REINSTALL AND REPLACE TO
THEIR CURRENT LOCATIONS AT COMPLETION OF CONSTRUCTION CONFLICTING
TRAFFIC SIGNAL POLES, TRAFFIC SIGNAL FACILITIES, STREET LIGHT
UNDERGROUND SERVICE ALERM:
#,
s
CALL TOLL FREE
600
TWO WORKING DAYS BEFORE
Remember_ USA Center only notifies
those utilities belonging s the center. There could
informother utilities present at the work site. The center
will companies
notify.
.,.,
444,
14 1
29224Eastr
s r;
asteFP]an r'toFm DFa�n
bne o
from Sta. 48+00 to Sta. 57+50
LINE T"
Dan 6t4ewect i
..
r :; 1�
.ter Associates
�,
0
CIVILENGINEERS LANDSURVEYORS�i1N►
• TRADEMARK
r, 9 987-4306
oET
LIZ
+i►='^Ssocicaes
Opp =Wl•
rf
P'A
}
"I',''", I'll I � , '"'I
L. 1280
—NORTH
v v k x X
\A
�01
CONSTRUCTION NOTES
Q__CONSTRUCT 84" DIA. R.C.P. STORM ®RAIN, 1500.0, PER O'ITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE 11.
11 T TRANSITION STRUCTURE► .
1_CONSTRUCT PIPE CLOSURE"A" PER SAN BERNARDINOL L DISTRICT FILE..® 176.
Qq�-TRENCH REPAIRIT T . PLAN 120.
2_REMOVE EXISTING R.C.P. STORM DRAIN.
DeltaCURVE DATA
iuArc Length
21002"22" 45.00' 16.52"
1p ". 16.52 ,
PROFILE SCALES: PROJECT BENCHMARK:
HORIZ. 1 =40" CITY OF RANCHO ' BENCHMARK NO. 0
VERT. 1 =49 DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
.. RANCHO CUCAMONGA BM 10032 1987"AT
1, SCALE.- ., CORNER BOULEVARD D'; iEASTAVENUE, 5 FT SOUTH
NORTHERLYOF .. OF BRIDGE ACROSS R O
1 =4W CREEK.
ELEVATION: 1195.431
THE LOCATION (HORIZONTAL & VERTICAL
UNDERGROUNDSHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON
AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE
ALL EXISTING , SHOWN ON THESE PLANS
OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND NOTIFY THE
ENGINEER IMMEDIATELY r DISCREPANCIES PXrr. TO BEGINNING
CONSTRUCTION ON THE STORM fir,
�( 11111112' ffill L"21=01
1 N 0 1 3 z i; I'I 1M21.1111'"11
i 1111'" 1313 � i
l3l+l �� �€ € 11 [ t �b! €1 i }!! iii i%Ct�€�? i €Ifk� {�t�€1 a �l�1:€ G�s1 33 � 1 � i�' �(!3 {il�i#�3' ;�,;liii �'J, i li�iil�lzl i�� �i i i (it!l11,1 lE,i11f1!3}II�I�LIa(uu�f+�111<i;Gdit(I!1},ut,6,ihLi 3�i4i} Ilii ;I {Ili � !tE 3��t�?ii# Ii�Eiii f itllf� 31Ei�G! �?Ii�1(1ll I
SPECIAL NOTE:
CONTRACTOR SHALL PART
r .,. TOTAL
REPLACING r,
NY
FACILITIES
REMOVED DAMAGED
! ". •
i
LIMITED TO, CURB
L '' LANDSCAPING,
r
CONTROLLERS,IRRIGATION LINES AND
STREET LIGHTS, ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
ALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIES, IMPLEMENTATION
OF SHIELDING rMSHORING w
ALL REACHES
STORM DRAIN
r SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OILFRANCHO
CUCAMONGA D PLAN
..Mj
TRAFFIC SIGNAL .
CONTRACTOR SHALL REMOVE, TEMPORARILY REINSTALL
LOCATIONSTHEIR CURRENT r"COMPLETION OF
CONSTRUCTION CONFLICTING
TRAFFIC SIGNAL POLES, TRAFFIC
SIGNAL FACILITIES, STREET
FACILITIES,
CALL TOLL FREE
0 _ o
Remember
those utilities belonging r •
other
informwill • of r • +r
F E DESCRIPTION OF REVISION
1
R.C.E. . , r
EXP. 3/31/13 PLAN & PROFILE
.
Eas 11x
t V
aS ter Plan
" Drain
Line 6
Dan 6t4ene-ra from Sta. 57+50 to- End Storm Malin'.
{
&Associates'
�_.CITY ENIGINEER R.C.E. No. 5,5672-
rn DESIGN�
�RErMENDED
•TRADEMARK
RANCHO CUCAMONGA, CA 91730 DGA van 6venolt[Ack
(9 09) * ; 87 y 6Associates
,
f
10
OF 13
�Akr- An wqeu
B TRADEMARK SR
Dry".. CHECKED RANCHO AMONGA CALIFORNIA 91730
--- - ------ 7-1 ------
-y
i'i iI IIS _ �
7-7
. ......... . ......
-------- -------- -7777 ... ..__T-
�'�Ii7',1
�TI,I�
rF7
---- ---------- ---
.. .... ..
.7
PROFILE SCALES: PROJECT BENCHMARK -0 --
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032:
HORIZ. 1 =40'
T71 rn 99
VE 1 4
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTF
PLAN SCALE:
OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS ETIWANDA
1 99 =40' CREEK.
ELEVATION: 1195.431
"ARDING EXISTING UTILITIES
NOTE REG
THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES
SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON
AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE
ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS
OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND NOTIFY THE
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO BEGINNING
CONSTRUCTION ON THE STORM DRAIN.
SPECIAL NOTEO
A
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDIK BUT NOT
LIMITED TO, CURB & GUTTER, P.C.C. FLATWORK, WALLS, LANDSCAPING,
IRRIGATION LINES AND CONTROLLERS, UTILITY LINES AND BOXES, SIGNS,
STREET LIGHTS, ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
NOT).
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
ALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCAMONGA STD. PLAN 339.
J-
-4------
9 8 7 6 5 4 3 2 0
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-------------
SEE SHT.
CD ---nz7
LO
_T_
W + EXIST. 42" R.C.P. STORM DRAIN EX
IST. 48" R.C.P. STORM DRAIN ]�',Iy of Ranch: i �pucamon22.
Na 89"48'21 E. n ona
I of Fo
V)
=4L
LLJ zu Uj
32 TS 20
LLJ 2
v) 4-
2
6
�
+40.60 B.C.
TS C C> N I E! .�5 5 RM DRAIN T. 3699 R
20 27
EXI
1-77777 0
20
it- wrl raffic
D fic
_4�1 1 E. C
R/W
VID lk
ce. 9+64.20 Jot TING 15 TS TS T
42" R.C.P. LAL -1"
AND FACILITIES TO REMA
*(INV.=1288.47) EXISTING TRAFFIC SIGNAL AXES
. .... . IN
J
>
. Stl _4
E!
0 Ckc i 0 0•0 1C. .."I
+62.91 ..
Lt PL MH4 ('X ( i 1 1! 1 1
B S
"�0 m5i��C. L dN
20 9 Sta. 9-�U,25 �_T.C-P LATI z
0 A=43@20'28"t B=42", C=4.50', Dl'-D2=90k
La
A= 13=9 C76
�5
L
4-
x
TOW-+
)K� - ESS/()/V
,Zy
44 44'L E.
r1i
WW Xv
TRAFFIC SIGNAL NOTE..
CONTRACTOR SHALL REMOVE, TEMPORARILY REINSTALL AND REPLACE TO
THEIR CURRENT LOCATIONS AT COMPLETION OF CONSTRUCTION CONFLICTING
TRAFFIC SIGNAL POLES, TRAFFIC SIGNAL FACILITIES, STREET LIGHT
FACILITIES, SIGNING, ETC.
t
OIL*"
"CAUTION": Remember the USA Center only notifies
those utilities belonging to the center. There could
other utilities present at the work site. The center
will inform you of which utility companies they will
notify.
DESCRIPTION OF REVISION
r%A_ .
-CONSTRUCTION NOTES SEE �SHEL 1 9 EXP I rw 3/31/13 Pla� & PROFILE
civ 1�_
Last Ave Master Plan Stonn Drain
CONSTRUCT 90" DIA. R.C.P. STORM DRAIN, 1500–D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE 11. 0 r CP,0�
CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 321. CURVE DATA hne 8
CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO FLOOD CONTROL DISTRICT FILE No. S.P. 176. No. Delta Radius Arc Length LINE "B" from East Ave to Sta. 9+50
CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. ,111DctvlC,A L4 e r ril soon
45`10`06" 45.00' 35.48"
TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. U9 & iiiisociates APPROVED BY: DATE 110
CONSTRUCT 42" DIA. R.C.P. STORM DRAIN, 1750–D, PER CITY OF RANCHO CUCAMONGA STO. PLAN 341, TYPE It. 20049'21 1150.00" 417.93" R.C.E. No. 53672
<2 7 (9 CITY ENGINEER
CIVILEN INEERS 9 LANDSURVEYORS
REMOVE EXISTING R.C.P. STORM DRAIN. 10271-B TRADE ARK STREET DESIGN DGA
RANCHO CUCAMONGA, CA 91730
(909) 987-4306 — DRAWN
DGA
DA IEL E. GUEA DATE CHECKED
R.C. .29224 .03-31-13 CITY
I
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7- - 7 DRAIN PER DW" . 1357-D I
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MEMEMENEOMMM M ___ No ON mommmo-m Em NNNN�� --- __ - - - - - - - __
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®♦ Delta Radius -11 - -1- Arc Length
011 20*59'24 Jiff 32.97 f
\1_11 1 � � (
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PROJECT BENCHMARK: - -
I
01-lril,ILIOI:t*lm*lg][of-Ill,VltolilLLU.,M*Olnlztsl:li,TAF.-I,04,.LM,ILIOMrsi#M
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CU
CORNER OF FOOTHILL BOULEVARD •AND EAST AVENUE, 5 FT SOUTH
WING WALL OF BRIDGE ACROSS ETIWANDA
,
CFEEV. i
I I I I I I
11 I I
I I a
I 0
�
I I I
I
I i
i THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES
,
i SHOWN ON THESE
PLANS ARAPPRAAP
E OXIMTE ND LOTTED BASED ON �
1: I
I
AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE 1,
i
I ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS p
i
i
i OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND NOTIFY THE
;
I
I
I!
" ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO BEGINNING
I
i
1!HE STORM DRAIN.
i
i
I
" I
if
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I SPECIAL NOTE:
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i CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTALBID REPLACING ANY
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i FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
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I LIMITED TO., CURB & GUTTER., P.C.C. FLATWORK, WALLS, LANDSCAPING,
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I IRRIGATION LINES AND CONTROLLERS, UTILITY LINES AND BOXES, SIGNS,
I STREET LIGHTS, ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
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r CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
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i ALL SURPLUS AND OR UNSUITABLE SOIL MATERIAL, PREPARATION OF
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:
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i SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
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f ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
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; UTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
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1 RM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
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k CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
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4
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i CUCAMONGA STD. PLAN 339.
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i E TRAFFIC SIGNAL NOTE:
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I TRAFFIC SIGNAL POLES, ■TRAFFIC SIGNAL FACILITIES, STREET LIGHT
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CONSTRUCTION NOTES
&-CONSTRUCT 90" DIA. R.C.P. STORM DRAIN, 1500-0, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE It.
C>- o. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319.
QIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE No. 176.
0 -TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120.
�D_REMOVE EXISTING PIPE CLOSURE.
32 REMOVE EXISTING R.C.P. STORM DRAIN.
9�__REMOVE EXISTING CATCH BASIN, HEADWALL AND SUMP PUMP. SALVAGE SUMP PUMP TO CITY♦
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311110A]; 114*010U601 I ''I � � � ... '11
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-
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-
-
I I W W03 gym#] M I E M #11 N v&M_--01* 11-09 0 004 2 E vt� M,
"CAUTION": Remember the USA Center only notifies
those utilities belonging to the center. There could
other utilities present at the work site. The center
will inform you of which utility companies they will
notify.
�FESS/o/I I "I'll I
, •, _ �OV
DESCRIPTION OF REVISION I
11, 11, I I 11
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W R.C.E. 29224 ;v � � - __ __ - - '_ __ '-' �, � , " � , z � "
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EXP. 3/31/13 , PLAN & PR ORM
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4 'll OFF- CAN,\J East Ave Master Plan Storm Drain -
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Dan 6t4e,pl I I 11 I "I 1,
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I '! & APPROVED BY: L "I i0 .41\ DATE 3 /2 1 /Z47
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Associates I 11 " z , _�_
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1 i• e�
'' CITY ENGWER , ,;ll , __ R.C.E. No. 53672
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CIVILENGINEERS * LANDSURVEYORS 11; ' -1117 I ''I
;
�� I I DESIGN I: I �, Ill! I I Z113,01,
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i "N I
10271-B TTIADEM♦RK STR11
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� DGA I D a n 6 " e- ill rict 7
RANCHO CUCAMONGA, CA 91730 ' - � ; I
1
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& Associcifes T��
i 12 13
11
'll ' -11 I I I
I
1�x tv /it I [L- : 10271-B TRADEMARK STREET i DRAWING No.
,,;CHECKED !
DAJIEL E. GOORRA DATE i RANCHO CUCAMONGA CALIFORNIA 91730 I
i : I
! ;
: !
i so
ll
R.C. .29224 VEXP. 03-31-13 CITY - PH (909) 987A306 FAX (909) 941-1528
A
3
.j
_X7_77
TF7.7"
'I WPI ��E r IIII'i8,
ENLARGEMENT DETAIL
MILLER AVE /EAST AVE INTERSECTION
CONSTRUCTION NOTES
0 -CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE DI -8.
9- CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300 ("Iff" AND 'Y' PER PLAN).
&-CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STO. PLAN 307, CASE A.
&-CONSTRUCT P.C.C. 8" CURB & 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2-8.
@�_CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE.
�a_ REMOVE EXISTING A.C. BERM.
SAWCUT TO A CLEAN EDGE.
�5_REMOVE EXISTING P.C.C. L® CROSS GUTTER AND CURB.
3 E EXISTING A.C. PAVEMENT.
f -i
Q�Y-REMOVE EXISTING P.V.C. STORM DRAIN PIPE, GRATED CATCH 13ASIN AND INLET/ OUTLET STRUCTURE.
I-PIROFILE SC1LES-7,1
HORIZ. 1 91 =40'
VERT. 1 99 =49
PLAN SCALE:
1 99 =40'
ff-ROJECT BENCHMAR,
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032:
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTH
OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS ETIWANDA
CR
NOTE REGARDING EXISTING
SPECIAL NOTE:
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
LIMITED TO, C RB & G>r0C.
IRRIGATION LINES AND CONTROLLERS, UTILITY LINES AND BOXES, SIGNS,
STREET LIGHTS ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
NOT).
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
ALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCAMONGASTD. PLAN 339.
z
TRAFFIC SIGNAL NOTE,
U iiiiii I i 1 1, 111
j1R1"1;`6R-97i-Apullik".
CALL TOLL FREE
"CAUTION": Remember the USA Center only notifies
those utilities belonging to the center. There could
other utilities present at the work site. The center
will inform you of which utility companies they will
notify.
0HI
DESCRIPTION OF REVISION
cr_
R.C.E. 29224
EXP. 3/31/13 PLAN & PR OFILE
-1 , OF Cii East Ave Mas ter Plan Storm Drain
line 8
STREET IMPROVEMENTS
Dan 6verlAcl
I A ofm
'fa
_111520fa DATE
&,Associates
lip!
it
41jiAN R.C.E.
No. 53672
110�
CIVIL ENGINEERS LAND SURVEYORS ww"-wom
DESIGN 11ft, 4", I&I-mg!J01's
10271-B TRADEMARK STREET
i'i VCM t4 e- P'li
RANCHO CUCAMONGA, CA 91730 DGA
(909) 987-4306
& Associates
13 OF 1
k1IL
0271 -B TRADEMARK
�CHECKED
D IEL E. GUVRRA DATE RANCHO CUCAMONGA CALIFORNIA 91730
R. E. 29224 P. 03-31-13 CITY PH (909) 987-4306 FAX (909) 941-1528
f
A
3
.j
_X7_77
TF7.7"
'I WPI ��E r IIII'i8,
ENLARGEMENT DETAIL
MILLER AVE /EAST AVE INTERSECTION
CONSTRUCTION NOTES
0 -CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE DI -8.
9- CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300 ("Iff" AND 'Y' PER PLAN).
&-CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STO. PLAN 307, CASE A.
&-CONSTRUCT P.C.C. 8" CURB & 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, A2-8.
@�_CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE.
�a_ REMOVE EXISTING A.C. BERM.
SAWCUT TO A CLEAN EDGE.
�5_REMOVE EXISTING P.C.C. L® CROSS GUTTER AND CURB.
3 E EXISTING A.C. PAVEMENT.
f -i
Q�Y-REMOVE EXISTING P.V.C. STORM DRAIN PIPE, GRATED CATCH 13ASIN AND INLET/ OUTLET STRUCTURE.
I-PIROFILE SC1LES-7,1
HORIZ. 1 91 =40'
VERT. 1 99 =49
PLAN SCALE:
1 99 =40'
ff-ROJECT BENCHMAR,
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032:
DESCRIPTION: 2" BRASS DISK IN CONCRETE WING WALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST
CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE, 5 FT SOUTH
OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS ETIWANDA
CR
NOTE REGARDING EXISTING
SPECIAL NOTE:
CONTRACTOR SHALL INCLUDE AS PART OF HIS TOTAL BID REPLACING ANY
FACILITIES REMOVED OR DAMAGED BY CONSTRUCTION (INCLUDING, BUT NOT
LIMITED TO, C RB & G>r0C.
IRRIGATION LINES AND CONTROLLERS, UTILITY LINES AND BOXES, SIGNS,
STREET LIGHTS ETC. WHETHER SAID FACILITY IS SHOWN ON THE PLANS OR
NOT).
CONTRACTOR SHALL ALSO INCLUDE AS PART OF HIS TOTAL BID EXPORT OF
ALL SURPLUS ANDIOR UNSUITABLE SOIL MATERIAL, PREPARATION OF
SHIELDING ANDIOR SHORING CALCULATIONS BY A REGISTERED CIVIL
ENGINEER TO THE APPROVAL OF ALL IMPACTED PUBLIC AGENCIES AND
UTILITY COMPANIES, IMPLEMENTATION OF SHIELDING ANDIOR SHORING FOR
ALL REACHES OF STORM DRAIN FACILITIES, AND SUPPORTING OF EXISTING
CONDUITS ACROSS ALL TRENCHES IN ACCORDANCE WITH CITY OF RANCHO
CUCAMONGASTD. PLAN 339.
z
TRAFFIC SIGNAL NOTE,
U iiiiii I i 1 1, 111
j1R1"1;`6R-97i-Apullik".
CALL TOLL FREE
"CAUTION": Remember the USA Center only notifies
those utilities belonging to the center. There could
other utilities present at the work site. The center
will inform you of which utility companies they will
notify.
0HI
DESCRIPTION OF REVISION
cr_
R.C.E. 29224
EXP. 3/31/13 PLAN & PR OFILE
-1 , OF Cii East Ave Mas ter Plan Storm Drain
line 8
STREET IMPROVEMENTS
Dan 6verlAcl
I A ofm
'fa
_111520fa DATE
&,Associates
lip!
it
41jiAN R.C.E.
No. 53672
110�
CIVIL ENGINEERS LAND SURVEYORS ww"-wom
DESIGN 11ft, 4", I&I-mg!J01's
10271-B TRADEMARK STREET
i'i VCM t4 e- P'li
RANCHO CUCAMONGA, CA 91730 DGA
(909) 987-4306
& Associates
13 OF 1
k1IL
0271 -B TRADEMARK
�CHECKED
D IEL E. GUVRRA DATE RANCHO CUCAMONGA CALIFORNIA 91730
R. E. 29224 P. 03-31-13 CITY PH (909) 987-4306 FAX (909) 941-1528