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STORM DRAIN IMPROVEMENT PLANS FOR
GENERAL NOTES: ASELINE ROAD
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS 0 �
PROJECT LOCATION
(SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD T R A C T N
16, 051
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION WITH SUPPLEMENTS. CONTRACTOR CITY OF RANCHO CUCAMONGA FOOTHILL BLVD
SPECIFICATIONS. >
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2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES, WATER METERS, VALVES,
Q x-15 a ARROW ROUTE
FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS
OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR NOTICE TO CONTRACTOR:
Y W< D
PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. ; � rx 9 3
3, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS o tt
SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE w 4TH STREET
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NO INTENDED TO
SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL
4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURE, PAVEMENT, CURB, TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE AN BERNARDINO FR AY
GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN PLANS. I-10
SYSTEM. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN
5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD
PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS
RIGHT OF WAY. RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO
IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE
THEIR LOCATIONS & DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY
6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NO
STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE
DEPARTMENT OF TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS.
FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (S.A.F.T.), LATEST EDITION, THE SPECIAL
PROVISION, AND IN ACCORDANCE WITH THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS
SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK 156 56 34
DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER. AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 55 33
"OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE I I
7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' " CONSTRUCTION SAFETY ORDERS". I'
THE PROPOSED STORM DRAIN. I 76 `, � 32
57 � 35
HENANDOAH D� � � 54 i
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND
8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING " 58 �, I
SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS OF THE
DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF 75
U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY " 2 53 36 31
THE DIVISION OF INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED "CONSTRUCTION SAFETY ORDERS . I I I
BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 74 59 I �' S2 37 30
9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL 3 �.
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PERSONS AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NO BE LIMITED TO
WILL BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO �
CUCAMONGA STD. DWG. N0. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE gl 73 60
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION la T5, 51 38 29
CONDUIT PLUS 20 INCHES WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM SOLE ` 4 I �,
THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE
NEGLIGENCE OF THE OWNER OR ENGINEER. Z 61 a
PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. y I W 72 50 39 I 28
5
10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120 AND I I 0�I I
SHALL BE VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER.
Ii 01 1 71 62 I 49 40 N� 27
11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND I 6
AND ALL SUB-GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN I
REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL I W 70 63 1 48 41 26
PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SHEET INDEX Z I I 7
12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO SHEET NO. DESCRIPTION I > 69 64 47 I
42 25
DETERMINE STRUCTURAL SECTIONS (PRIOR TO PAVING). 1 TITLE SHEET I ` 8 j
N
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE 2 LINES "A" , "A-1" & "A-2" o~ s5 45 I 0 24
CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES -A-1-, " " -A-1-11", " " " W I 44
BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 3 LATERALS A-2 , A-2-1 & A-2-2 AND DETAILS I �. I 68 67 66 46 43 z
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF �T I cn I 9 I
WORK. 1
W
W 23
14. I BORING R " 10 HUN �
I
SOL BO G LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE I o � 1LEY DRIVE '� -� �- - - - - �
TO MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO
GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL REPRESENT A TRUE AND COMPLETE I =---- - -- 22
CROSS-SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND
EARTHWORK ON THIS PROJECT. I a l
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES: 11 12 13 14 15 16 17 18 I < j Z 21
15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS Q I Z 19 20
ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE i3
CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES CONSTRUCT 18" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. 4- _ _ LOT A 5) l W
OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER PLAN NO. 341, TYPE II 244 L.F. 4
TO MET FIELD CONDITIONS. 11. I
2O- CONSTRUCT 24" R.C.P. WITH PIPE BEDDING PER C.R.C. STD.
16. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN PLAN NO. 341, TYPE II 432 L.F. _ \
ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STT). DWG. NO. 339 UNLESS OTHERWISE INDICATED. - - - -
3 CONSTRUCT 36" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. - - - - - -
$ E �1-111
---W O A
PLAN N0. 341, TYPE II 168 L.F. -
� - - --- - - -
17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE -
SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339 AND ENCASED PER G__ CONSTRUCT CATCH BASIN PER C.R.C. STD. PLAN NO. 300. 8 E.A.
GENERACITY OFLNOTE RANCHOOCUC CUCAMONGA STT) DWG.DNO.DRAWING.9 CAS HOUSE CONNECTIONS SHALL BE REPAIRED PER CONSTRUCT MANHOLE NO. 1 PER C.R.C. STD. PLAN NO. 318. 4 E.A. INDEX M A P
SCALE: 1"=100'
18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED �- CONSTRUCT MANHOLE NO. 2 PER C.R.C. STD. PLAN NO. 319. 1 E.A.
OR BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. NO. 340.
19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS 7�- CONSTRUCT LOCAL DEPRESSION PER C.R.C. STD. PLAN NO. 307. 8 E.A.
ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. 8�- BREAK INTO EXIST. JUNCTION STRUCTURE AND MAKE PIPE CONNECTION. 1 E.A.
20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 9a-- CONSTRUCT CONCRETE COLLAR PER C.R.C. STD. PLAN NO. 329. 2 E.A.
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY
STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. BENCHMARK:
22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS UTILITY PURVEYORS
B.M. 163 B ELEV. 1297.297
REQUIRED TWO (2) WORKING DAYS PRIOR TO EXCAVATION. 24' EAST OF C/L ETHWANDA AVENUE AND 40'
ELECTRICITY SEWER SGVMWD
23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NO BE PLACED UNTIL /
SOUTHERN CALIFORNIA EDISON CO. METROPOLITAN WATER DISTRICT SAN GABRIEL MUNICIPAL WATER DISTRICT NORTH OF CL BASELINE, SET BRASS DISC
ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL 7951 REDWOOD AVENUE 700 N. MORENO AVENUE (818) 969-7911 IN TOP OF NE END OF 4'X2' CONCRETE BOXCITY
UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE FONTANA, CA 92336 LA VERNE, CA 91750 CONTACT: BOB STALLINGS CULVERT. DESCRIPTION OF REVISION DATE APPROVE
SATISFACTION OF THE CITY ENGINEER. 1(800) 655-4555 FOR BASE LINE ROAD CONSTRUCTION
(ONT 593-7474 CITY OF RANCHO CUCAMONGA
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NO LIMITED T0, CONTACT:
ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN BASIS OF BEARINGS:
BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN GAS OWNER/DEVELOPER TELEPHONE BEARINGS ARE BASED ON THE NORTH LINE OF STORM DRAIN IMPROVEMENT PLANS
WATER DISTRICT, SANDBAG RAILROAD (METROLINK), ETC., PRIOR TO BEGINNING WORK ON THE PROJECT. SOUTHERN CALIFORNIA GAS CO. RICHMOND AMERICAN GENERAL TELEPHONE COMPANY PARCEL 1 OF PARCEL MAP NO. 5687, IN THE
25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR IN 1(800) 427-2200 16845 VON KARMAN, SUITE 100 1(800) 483-3000 CITY OF RANCHO CUCAMONGA, COUNTY OF SAN TRACT NO 1 fi051
IRVINE, CA. 92606 BERNARDINO, STATE OF CALIFORNIA, AS PER
ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND (949) 756-7373 PLAT RECORDED IN BOOK 56 OF PARCEL MAPS,
PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT CONTACT: TERRI KELLY PAGES 9 AND 10, RECORDS OF SAID COUNTY,
THERETO AT THE TIME THIS CONTRACT IS AWARDED. WATER CABLE BEING NORTH 88'59'47" WEST. TITLE SHEET
SOILS ENGINEER/GEOLOGIST PREPARED FOR: CUCAMONGA COUNTY WATER DISTRICT COMCAST APPROVED BY - DATE
Underground Service AlertNARICHMOND 9641 SAN BERNARDINO ROAD 1205 DUPONT ST. RDISStO CITY ENGINEER % R.C.E. 0. 24953
R PETRA GEOTECHNICAL, INC. RK RANCHO CUCAMONGA, CA 91729-0638 ONTARIO, CA 91762 �e A PF
o Call: TOLL FREE 111 (909) 987-2591 (909) 983-9895 ��� PS rF� DESIGN RECOMMEND
AMERICANsp
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1 -800 \ a� TAP 3 0
27620 COMMERCE CENTRE DRIVE, SUITE 103 '- 8175 East Kalser Boulewrd
422-4133 16845 von Korman, Suite 100 MARKS CABLEVISION DRAWN Anaheim,
TEMECULA, CA 92590 Irvine, California 92606 ac No.35275
* Exp.9/30/03 Callfornlo 92808 SHEET
10808 FOOTHILL BLVD #120 * MSA (714)9 1 472 FAX (714)921-8471 3
TWO WORKING DAYS (909) 699-6193 949 756-7373 FAX 949 757-4333 J'r ! -- OF-
--
BEFORE You DIG ( ) ( ) RANCHO CUCAMONGA, CA 91730 7j�, CIV1�.
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(909) 987-6275 OF CA l CHECKED THOMAS A. PETERSEN R.C.E. N0. 35275 DRAWING NO.
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7 r-, + Q CO I.- i d 9> Co o
N `n m`� �Q ~ LINE 'A'
N VIRGINIAQoz Q PLACE
11
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LINE "A"
SEE RIGHT
VIRGINIA PLACE DESCRIPTION OF REVISION DATE CITY
APPROVE
CONSTRUCTION NOTES: HUNTLEY DNoRH CITY OF RANCHO CU CAM ON GA
P�ANTNOC3418, TYPEPII WITH PIPE BEDDING PER C.R.C. STD. GRAPHIC SCALE STORM DRAIN IMPROVEMENT PLANS
40 2O- CONSTRUCT 24" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. 0 z0 TRACT N0. 16051
PLAN NO. 341, TYPE 11 CUME DATA h
CONSTRUCT 36" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. DELTA RADIUS LENGTH TANGENT ( IN FEET ) LINE A A- 1 AND )) A- 2)1
PLAN NO. 341, TYPE II A 30'00'00" 45.00' 23.56' 12.06' 1 inch = 40 ft.
B 17'23'22" 45.00' 13.66' 6.88'
PLAN AND PROFILE
40-- CONSTRUCT CATCH BASIN PER C.R.C. STD. PLAN N0. 300. C 44'06'31" 45.00' 34.64' 18.23' NOTE APPROVED BY � DATE � G`
5�- CONSTRUCT MANHOLE NO. 1 PER C.R.C. STD. PLAN NO. 318. D 91'35'22" 22.50' 35.97' 23.13' SEE SHEET NO. 3 FOR LATERAL CITY ENGINEER R.C.E. 0. 24953
E 60'00'00" 22.50' 23.56' 12.99' PROFILES AND LOCAL DEPRESSION QROFESS/ (,{,(,fi (/ c
6a - CONSTRUCT MANHOLE NO. 2 PER C.R.C. STD. PLAN NO. 319. F 45'53'29" 45.00' 36.04' 19.05' DETAILS. ��� QS A °Fr���, DESIGN T� RECOMMEND C
G 02'57'04" 1990.00' 102.50' 51.26' W Z ",, 8175 East Kalser Boulewrd
7&- CONSTRUCT LOCAL DEPRESSION PER C.R.C. STD. PLAN NO. 307. n w No.35275 � DRAWN Anche/m, condo 928)8 SHEET �
H 45'39 57 22.50' 17.93 9.47' P
1 01'55'24 1990.00' 66.80' 33.40' Ex .9 30 03 * MSA (714)921- FAX (714)921-8471 2 OF 3 0
BO-- BREAK INTO EXIST. JUNCTION STRUCTURE AND MAKE PIPE CONNECTION. clvl� r r
J 01'01'40" 1990.00' 35.69' 17.85' �� CAU CHECKED R.C.E. N0. 35275 DRAWING N0.
90-- CONSTRUCT CONCRETE COLLAR PER C.R.C. STD. PLAN NO. 329. CITY THOMAS A. PETERSEN
FlLE N0. 1 ;03- D
�0
DATE 3'�;-o I
PROJECT SHEET NO. _� OF __
25=5.0cf 25==5.2cf
BENCHMARK:
-
05 B.M. 163 B ELEV. 1297.297
0
+ "' Q25=10.5cfs 24' EAST OF C/L ETHWANDA AVENUE AND 40'
NORTH OF C/L BASELINE, SET BRASS DISC
FINISH SURFACE Z IN TOP OF NE END OF 4'X2' CONCRETE BOX
0 1,IER STORM DRAIN CULVERT.
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27,92 LF 21.45 LFI N Z N oOo
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18 RCP 2000D 77 18 RCP 2000D 18 RCP
2000D
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and 2
1
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9+00 10+00 11+00 10+00 11+00 - - -
10+00 11+00 10+00 11+00
CONSTRUCTION NOTES:
CONSTRUCT CONCRETE COLLAR PER C.R.C. STD. PLAN NO. 329.
NORTH
GRAPHIC SCALE
40 0 20 40 Bo 160
L
( IN FEET )
1 inch = 40 ft.
DESCRIPTION OF REVISION DATE APclrY
PROVE
CITY OF RANCHO CUCAMONGA
STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 16051
LATERAL " A- 1 , " A- 2" , " A - 1 - 1
" A- 2 - 1 " AND " A- 2- 2"
PROFILE
APPROVED BY DATE
QROFESS/, CITY ENGINEER R.C.E. 0. 24953
� F
DESIGN RECOMMENDED
sZ TAP 3 O
'—
ccNo.35275 DRAWN 8175 East Kaiser Boulewrd
�
* Exp.9/30/03 Anoheirn, Callfornia 92808 SHEET
* MSA 7 — 72 FAX (714)921-8471 3 OF 3
OFF CAL CHECKED R.C.E. N0. 35275 �
THOMAS A. PETERSEN DRAWIN r
CITY17� -D
DATE 3-13.01 FILE N0.
PROJECT SHEET NO. —LL OF_