HomeMy WebLinkAbout1967-D I
ARROW WUTF
STORM D AIN IMPROVEMENTS
9th STREET
PARCEL MAP NO . 16167 lc! 8th STREET
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DRC 2003 = 00239
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GENERAL NOTES: 10
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBiC WORKS VICINITY M A P
CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF
AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WiTH AND SHALL BE RESPONSIBLE FOR NOT TO SCALE
ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUIBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER •
METERS, VALVES, FiRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN
THE RIGHT-OF-WAY LAM OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE
DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS
REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
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3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HUSELF WITH
THE SiTE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES �; , ' _: r . Y , ,� t ..
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH ... , ,„. �
FACILITIES ARE SHOWN ON THESE PLANS. 41.
4. A PERMIT SK&L BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS.
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY
CiTY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF { `
SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING q4 i `! ` . . �`€�` CONSTRUCTION NOTES QTY
STAKES MAY BE REQUIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICAL
CURVE AREAS
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( 1 }- PRIVATE 8- PVC SDR-35
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR w k , , A�,,���� •• >��� V ( ) ----
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 2 CONSTRUCT 18� RCP (2000-D)• pRQME 19 LF
T
7, COMPACTION ESTS EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING r Y �• �" ` �. b # ..` w w 3 CONSTRUCT 24' RCP (2000-D)• 359 LF
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE l �.,art;, ; ' ._ # #tt : s HOW r-W
CITY OF RANCHO CUCAMOi4GA. A WRITTEN REPORT WITH THESE COMPACTION TESTS ; r ( 4 CONSTRUCT 30 RCP (2000-D)• VERT roC 35 LF
SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRiOR TO THE PLACEMENT �` ;; » - •
OF BASE MATERIALS AND/OR SURFACING. Y,, '`'' P ; � 5a- CONSTRUCT 39 RCP (2000 0) 320 LF
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY .f f '' ( 6 j-- CONSTRUCT 60" RCP (2000-0)' 413 LF
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD
4DEA
CONTENT AND GRADATION OF ASPHALT PAVING.
7 W=SEE PLAN
N'.. k ( 8 �- CONSTRUCT MANHOLE 02 PER CITY STD 319 3 EA
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO - u
CONSTRUCT MANHOLE PER CITY STD 321
THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: `, '.` ' 9 5 EA
R-VALUE, SIEVE ANALYSIS AND SAND EOUNALENT OF AGGREGATE BASE.
FOR A. B, C. D 1 AND 02 SEE PLAN
10 TRUCT JUNCTION STRUCTURE PER CITY STD 333, CASE 1 1 EA
10. PAVING SHALL 8E PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS ' ` ��' M £3 f ,;s', 1 1 CONSTRUCT TRANSITION STRUCTURE PER Ci7Y STD 336
TAKEN TO DETERMINE STRUCTURAL SECTIONS. '' f� . N EA
3FOR A. 8, C. Di ANO D2 SEE PLAN
11. WHEN IMPROVEMENTS ARE TO K PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
. 12 REMOVE INTERFERING PORTIONS OF 39' RCP 67 LF
RCP 19 LF
MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHiCH
13 REMOVE INTERFERING PORTIONS OF 60
PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED
WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. �``..,' " , . L. .. . y. ... 14 CONSTRUCT 27» RCP (2000-0)0 194 LF
15 CONSTRUCT S4 RCP
12.IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT " - - _ . .x �- (Z000-0)• 290 LF
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY 'ti . ` l'` -- T :
16 CONSTRUCT LOCAL DEPRESSION PER STREET IMP PLANS 4 EA
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WiDTH
,
PRIOR TO PAVING. �; fTl°I aTti
17 CONSTRUCT CURDSiDE DRAIN OUTLET PER CITY STD. 107-8
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF `` ' S ;a,�`, 18 REMOVE EXISTING CHANNEL CUTTER
THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF
CONSTRUCTION OUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY
THESE PLANS WHICH iS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL 20 CONSTRUCT 6" WIC (SDR-35) 371 LF
BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
INDEX MAP 21 CONSTRUCT BRICK AND MORTAR PLUG 1 EA
14. STREET SIGNS PER CiTY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE SCALE: 1 "=200'
CONSTRUCTED AT EACH INTERSECTION.
• SEE PROFILE FOR WATER TIGHT JOINTS
15. CITY APRROM OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON
REOUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL
16. WORK SiTE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD FREE, ORDERLY
STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REOUEST OF THE
INSPECTOR. PROVIDE CMP RISERS TO ALL
17, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CIVIL ENG IHEERI S NOTICES TO CONTRACTOR CATCH BASIN LOCATIONS, IF S o• Sc,y,'
THE STREET IMPROVEMENT'S
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: EXISTING SURVEY MONUMENTATION 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE OR SUBSTRUCTURE ARE NOT IN PLACE. ' NO. 42915 70
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO EXP. 3-31-
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF THE BEST OF THE ENGINEER'S KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS •
MR. BOB STALLINGS RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY rr Ctv
FOR BASE LINE ROAD CONSTRUCTION (818) 969-7911 MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN, AND ANY OTHER UTILITIES c�
PLANS AND ARE DESCRIBED AS FOLLOW:._ OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION
B. VERIZON 1-800-483-3000 OF AND DAMAGE TO THESE UTILITIES OR STRUCTURES.
1. FD BOLT SPIKE PER C.E.F.B. 6/80. AT THE CENTERLINE INTERSECTION OF
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RESIDENTIAL VINEYARD AVE. AND 9TH ST. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
216 N. EUCLID AVENUE 1-800-427-2000 COMMERCIAL FOR THE JOB SITE CONDITIONS DURING CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS CITY
2. FD 1 1/2 IP LS 2386, NO REF, N57.02 23"W 0.07 . AT THE NW DESCRIPTION OF REVISION DATE
ONTARIO, CA 91762 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT OL LIMITED APPROVED
CORNER OF PARCEL 1, PM 5194, PMS 50/33-34. TO NORMAL WORKiNG HOURS AND THAT THE CONTRACTOR SHALL DEFER INDEMNIFY AND
D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 3. FD 1 1/2" IP LS 2386, NO REF, N57-02.23-W 0.07'. AT THE SW HOLD HARMLESS THE DESIGN CIVIL ENGINEER FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, CffY OF CUCAMONGA
10440 ASHFORD STREET CORNER OF PARCEL 1, PM 5194, PMB 50/33-34, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE
RANCHO CUCAMONGA. CA 91730 ` ,z s.o•4 �,"lP�5 70�� LIABILITY ARISING FROM THE DESIGN CIVIL ENGINEER'S SOLE NEGLIGENCE. STORM DRAIN N�APF30VEMEiYTS
E: METROPOLITAN WATER DISTRICT (909) 593-7474 3. CONTRACTOR SHALL VERIFY TOPOGRAPHY AND JOIN ELEVATIONS PRiOR TO BEGIN of CONSTRUCTION. STORM
MAP NO. 16167
700 N. MORENO AVENUE DATED: R.C.E./L.S. NAME AND LICENSE NUMBER IF GRADES VARY FROM WHAT IS SHOWN, CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
LA VERNE. CA 91750 4. THE CONTRACTOR SHALL REVIEW ARCHITECT'S PLANS AND SOILS ENGINEER'S REPORT AND GET
PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF APPROVAL FROM THE OWNER, IN WRITING, FOR COMPACTION REQUIREMENTS, ASPHALT CONCRETE
F. PACIFIC TELEPHONE COMPANY 1-800-248-2800 THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY THICKNESS, PORTLAND CEMENT CONCRETE THKICNESS. AGGREGATE BASE COURSE THICKNESS, AND
G. ADELPHIA 1-800-626-6299 SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO SUBGRADE COMPACTION REQUIREMENTS PRIOR TO COMMENCING WORK. CIRC 2=-W239
(PORTION OF RED HILL) RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE 5. THE CONTRACTOR SHALL CLEAR AND GRUB ENTIRE SITE PER SOILS REPORT AND CITY
PROVIDED TO THE CITY. CRITERIA. THE CLEARING AND GRUBBING OPERATION MAY INVOLVE THE REMOVAL AND DISPOSAL BENCH MARK: APMVM BY DATE
H. CHARTER COMMUNICATION OF TRASH AND DEBRIS FROM THE SITE. BENCHMARK N0. 10025
(909) 987-6275 CITY R.CF. No.23889
6680 ViEW PARK COURT PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT. A 6. ALL HANDICAP ACCESS, PARKING AND IMPROVEMENTS SHALL MEET ADA AND TiTLE 24 REOUIREMENT3. ELEVATION-1112.563 DESIGN RECO MM QED
RIVERSIDE, CA 92503 COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH DESCRIPTION: SET 2ND BRASS DISK IN CONC.
THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS 7• ALL MANHOLES. APPARENT STRUCTURES AND VALVES SHALL BE ADJUSTED TO GRADE » -
AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF AS NEEDED BY CONTRACTOR CURB STAMPED CITY OF»RANCHO CUCAMONGA G1 403mr,
THE PROJECT SHALL BE PROVIDED TO THE CITY. BENCH MARK 10025 1987 AT THE NORTHWESTERLY DRAWN il�� Q SHEET
8. CONTRACTOR IS RESPONSIBLE FOR HiS OWN EARTHWORK OUANTILY CALCULATIONS. CORNER OF 8TH STREET AND VINEYARD AVENUE HAO 95 E. Yorbo Undo Blvd., Ste 202
ANY OR ALL VOLUMES SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE USED WESTERLY END OF CURB BOX AT THE ENO OF %cen( tio, GA 572-6800 FAX(114)572-92670 1- OF
7146850
FOR PERMITTING PURPOSES ONLY, CURB RETURN. CHECKED DRAWING NO.
ZEW M m 1967-0
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CrrY OF RANCHO CUCAM
STOW DMIN IMPROVEMEWS
PARCEL MAP NO. 16167
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CRC 2=--00239 - �
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BENCHMARK NO. 10025 APMVEDBY . DATE
ELEVATION=1 1 1 2.563 CITY ENOMER lb.�&ae I FLCE No
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TABLE DESCRIPTION: SET 2ND BRASS DISK IN CONC. GRAPHIC SCALE DESIGN I RECOMM N D
() , LENGTH RADIUS TANGENT DELTA CURB STAMPED nCITY OF RANCHO CUCAMONGA ZEW
' 987" AT THE NORTHWESTERLY 40 0 20 40 so 1w I
A 19.42 22.50 10.36 4727'31" I I I I I DRAWN - Mmm SHEET
IIIIIIIIIIIIIIIIIIIIIII ��W_ Is- 895 E. Yorbo Lindo Blvd., Ste 202
. B 74.43 45.00 48.90 94*45'41" WESTERLY END OF CUR �� �WTT,ww-f� 1 HAO Placentia. CA 92870 81 0 F T
I C 1 70.64 45.001 44.961 89*56'40" CURB RETURN. ( IN FEET ) (714)572-68M FAX(714)572-6850 �
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16 P_ CONSTRUCTION NOTES.
7 m to -j 1 PRIVATE 8- PVC (SDR-35)0:� �2 _j UL LL. I-+ C)r.,00 2 CONSTRUCT 18- RCP (2000-D)*
(*IV r- lox 00 &3 CONSTRUCT 24' RCP (2000-D)*
N44*56'4 4 C3 Al=53* A2=90' 5' 1 1 4.0)'It 4 CONSTRUCT 30- RCP (2000-D)*
9 B1=24" E32=24" I [4-C1 =41 C2=27" r - - 5 CONSTRUCT 39- RCP (2000-D)*z I FORM CULVERT It D1=27" D2=27* I INTO CATCH BASIN 6 CONSTRUCT 60- RCP (2000-D)*
2' CONSTRUCT CURB OPENING CATCH BASIN PER CITY STID
u _j L)LA_ LA- 300, W-SEE PLAN
STORM FILTER BASIN N Ln 11+00 -50 x EXISTING CHANNEL GUTTER 8 CONSTRUCT MANHOLE 12 PER CITY STI) 31 9
5+95-90 LINE A'� SEE GRADING PLAN m 00 (n 03 0)CY) 0 CD CONSTRUCT MANHOLE PER CITY STD 321 C-4 CTIY 9
'A 14 STD. 107-B FOR A. 8, C. D I AND D2 SEE PLAN
PA"AY WW M CATOi BAM M7AL 10 CONSTRUCT JUNCTION STRUCTURE PER CITY STI) 333. CASE I
A=65' //PARCEL 4 B:24* Al =57* A2=75' PROPOSED CATCH BASIN 11 CONSTRUCT TRANSITION STRUCTURE PER CITY STI) 336
C 18" PM W67 PER CITY STD. 300 FOR A, 8, C, D 1 AN1D D2 SEE% B1 =24" B2=24"
D 1 -27" 12 REMOVE INTERFERING PORTIONS OF 39* RCP
D2=27" C1 -26" C2=18" a—
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STORM FILTER BASIN D1 =24" D2=24"
AND MANHOLE 16 V�L - RCP (2000-D)*
100 , 9 z 14 CONSTRUCT 27 1:4 0 PRIVATE STORM CL I
7 15 CONSTRUCT 54" RCP (2000-D)t
DRAIN N 16 CONSTRUCT LOCAL DEPRESSION PER STREET IMP PLANS
V) + 18 8 Z 04 W 0 17 CONSTRUCT CURDSIDE DRAIN OUTLET PER CITY STD. 107-8 3 0 17 N to c6 18 REMOVE EXISTING CHANNEL GUTTER
W) 8 z%L + #1 Lo + +IV6 Ito 20 CONSTRUCT 6- PVC (SIDR-35)0 ��N A X, MP
39 Li 0 CONSTRUCT BRICK AND MORTAR PLUG u_ NO. 42915
EXP. 3-31-
C4 t +0 FI I
LLJ 7 20+00.00 FLOWER ROAD
CIVA T I 11 10+53-50 9TH STREET
16 1 14 N 0 0 4'5 5"E w ui in CITY
DESCRIPTION OF REVISION DATE
T, AfmwAji, Fw OWF. APPROVED
Flu:wrT""T
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t Lo C" OF RANCHO CUCAMONGA
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PARCEL 6 PARCEL 7 STOW DRAIN IMPROVEMENTS
PM 067 PM M7 C4 w IV
PARCEL MAP NO. 16167
7 mi o FLOWER ROAD
0
f16 FROM STX ffM 00 TO STA: 6+19 67
CM 2=-W239
12' EASEMENT FOR STORM LINE 'B' AMnOVM BY DRAIN PURPOSES BENCH MARK: C" DATE BENCHMARK NO. 10025 FLCF_ ii�z_�m ELEVATION-1 1 12.563 GRAPHIC SCALE DESIGN RECOMM P&P
FLOWER ROAD DESCRIPTION: SET 2ND BRASS DISK IN CONC. ZEW 4?
STORM DRAIN CURVE TABLE 40 0 20 40 w ISO lzq*-0 LENGTH RADIUS TANGENT DELTA 7" AT THE NORTHWESTERLY I I i I I DRAWN SHEET
Jil— 895 L. Yorbo Lndo Blvd., Ste 202 A 280.18 495- .95 HAO Placentia. 'CA 92870 OF 32*25 50 FAX(714)572-6850
S-B 19.53 90-00 9-80 112-25-515N CURB RETURN. I inch 40 ft DRAWING NO.ZEW ME W.