HomeMy WebLinkAbout1096-D BENCHMARK:
NUMBER 171-B; ELEV=1155.762. A P.K. NA IL IN TOP
OF CURB, 153 FEET NORTH OF THE CENTERLINE OF
ARROV ROUTE AND 22 FEET NEST OF THE CENTERLINE OF
ETIVANOA AVENUE. 110 FEET NORTH OF THE END OF THE
CURB RETURN.
VICTORIA VOODS APARTMENTS
C I T Y OF- RA NCHO CUCA MONGA
S TOR11 DRA IN IMPRO VEME N TSi
iENERAL NOTES
CONSTRUCTION NOTES:
1. ALL WORN( SHALL BE DONE IN ACCORDANCE WITH THESE PLANTS. THE CITY OF RANCHO la-- INSTALL 24" R.C.P. PER RANCHO CUCAMONGA STANDARD 613
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE O2 -- INSTALL 39" R.C.P. PER RANCHO CUCAMONGA STANDARD 513
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 3o-- INSTALL 42" R.C.P. PER RANCHO CUCAMONGA STANDARD 613
2. ALL PIPELINES OR SUBSTRUCTURES OF ANr KIND. TELEPHONE OR POWER POLES. WATER
METERS, VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS VI THIN THE 4 tNSTALL 3G' R.C.P. PER RANCHO CUCAMONGA STANDARD 513
RIGHT-O=-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE
SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ND COST TO THE 5 CONSTRUCT MANHOLE •A' PER RANCHO CUCAMONGA STANDARD 510
CITY OF RANG CUCAMONGA. FST I MA TE OF OUANT I TIES '
CONSTRUCT MANHOLE 'A' MODIFIED) PER DETAIL B AND RANCHO
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 ITEM QUANTITTY CUCAMONGA STANDARD 510
RESULTING DIRCTLY OR INDIRECTLY FROM HIS OPERATIONS. &NETHER OR NOT SUCH Zfr A'C.P. (D•ZZOO) //S L.F.
FACILITIES ARE SHOWN ON THESE PLANS. 24" R.C.P. ID-1000) SZD L.F. 7a-- CO/N57RUC77' ✓UAor77DN 57MIC7Z/RE PER RAAICM CUGAA+IDA154 57=732W SOS
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO O CUCAMONGA ENGINEERING 24" R.C.P. ID-1500) r9G L.F. 8�-- CONSTRUCT RECTANGULAR CHANNEL U-10'. H"5'. SEE SECTION B-B
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCH FOR STRUCTURAL DETAILS
CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ?S/" R.C.P. 1D-1250) /e L.F.
99 JOIN EXISTING CONCRETE BOX CULVERT. iy/ Ifecfgngr�/ar Chgn»e/. C r,, et
B. COMPACTION TESTS OF EMANKMENT GON97RUCrIOV. TRENCH BACKFILL. COMPACTING 36" R.C.P. ID-1500) 99 L.F. itr C&lverf EXfe17Sian pefei/, Ce/Fran_* 9>b D83.
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF
RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SMALL BE _Rw R.C.P. ID-1*00) GZ L.F. ID CONSTRUCT SIDE GRAIN THROUGH WALL OF CONCRETE RECTANGUALR
MATERIALS AND/OR CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 42" R.C.P. O)-1000) 106 L.F. CHANNEL PER SAN BERNARDINO C01)VTY FLOOD CONTROL DISTRICT
S SANDARD NO. SP220
6. ESTIMATE OF* Ql/ANTI TIES IS PROVrDED or THE ENGINEER cAc r FOR THE COMYENIENCE OF 42" R.C.P. .O)-1300) 30" L.F.
THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION I/ CONSTRUCT WING WALL (TYPE 'A') PER CAL TRANS STANDARD D-84.
QUANTITIES BEFORE SU9MITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS MANHOLE A S EA. M-28.28 ANGLE OF FLARE-45'
IINICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE MANHOLE A Q'IODIFtED) / EA. /2 CONSTRUCT 2• THICK GROUTED ROCK SLOPE PROTECTION
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
7. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBIL I T7 FOR JUNCTION STRUCTURE 2 EA. 13 CONSTRUCT 8" A.C. BERM PER STREET PLAA/5
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROIRPTLY SUBMITTED TO THE CITY RECTANGULAR CHANNEL 270 C.Y. 14 REMOVE EXISTING STEEL AND RAIL WING WALL. BACKFILL AND
ENGINEER FOR APPROVAL. V-10' D-5' COMPACT SLOPE FROM GRADE BREAK LINE TO TOP OF NEW CONCRETE
S. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD FREE. ORDERLY MING WALL 17.3 C.Y. RECTANGUALR CHANNEL.
INSPECTOR OU0lO1T CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE p• GROUTED RIP RAP 3"S.F. 15 CONSTRUCT 2" AC ' SLOPE PAVEMENT PER 57xp= PYAA/5
9. CONTACT ALL UTILITr COMPANIES AS REQUIRED 48 HOURS PRIOR TQ EXCAVATION. *S" SIDE DRAIN CONNECTION 1 EA. 16 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RANCH?
CUCAMONGA STANDARDS 502 ` 518 PLR STREET PLANS
42" SIDE DRAIN CONNECTION I EA. 17 INSTALL I3) TYPE 'L' STEEL GUIDE MARKERS PER RANCHO
REMOVE EXISTING STEEL d LUMP SUM CUCAMONGA STANDARD 403 PER 57REE7' PLA""
45
� CALIFORNIA GAS COMPANY 014) X2689 RAIL WLO L. BACKFILL �
COMPACTT SLOPE Od --INSTALL 45'A. R.C.P. PER RANCHO CUCAMOWGA STD. 5/3
2191 EAST BIRCH STREET 1714) 529-3030
BREA. CA 92621 .JOIN EXISTING CONCRETE I EA.
BOX CULVERT d EXPANSION r
A. CUCAMONGA COUNTY VATER DISTRICT' 17/43 907--2591 JOINT
9641 SAN BERNARDINO ROAD
RANCHO CUCAMONGA, CA 91730 ADJUST MANHOLE 7D O�TADE to£A.
EAR'THWDRK /000 C.Y. '
CATCH BAS/N, W,7' Z EA.
CATCH SAS/A1, W=Z/' N EA.
CATCH BASIN. W zZs' / EA.
D. PACIFIC TELEPHONE CV PANY t714) 999-1639
9t3" R.[.P. (D-//,00) 57 L.F.
,C. GENERAL TELEPHONE COMPANY MOO) 422-4132 vs, R.C.P. 11D *W) NE 3 L.F
FOR UNDERGROUND SERVICE
F SOUTHERN CALF EDISM Gil (714) 947-8215
/35/E. FRANCIS STREET
ANTARIO, CA.
r�
FF
1
4, Nil SEL ME AVE.
v DESCRIPTION OF REVISION CITY
DATE APPROVED
i } 10� CITY OF RANCHO CUCAMONGA
141
Or �
PLAN AND PROFILE
BLVD.
El J STORM DRA IN IMPROVEMENTS
1 i
TI TLE SHEET
PRIVATE ENGINEER'S NOTE TO CONTRACTORS lb62jjn__. _ __ _ ! DR-84-/2
ARNDW rF L—ARRQ� _ _ QL __ APPROVED BY DA TEl t
THE EXISTENCE AND LOCATION OF ANY (NVIDERGROUND UTILITY PIPES. CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED Esst �
BY A SEARCH of THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS L/NE A �.SHE-ET 2 i CITY ENGINEER o RCE NO.��p/
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES +
SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY '
y KEhNETN A. �i DESIGN E. J. TS & A88OCIATEB RECOMMENDED
PIPES. CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. POWERS
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITr FOR JCB SITE CONDITIONS DURING THE VICINITY MAP INDEX MAP n.. C-33020 K.A.P. 930 S. MT. VERNON AVE. lxAl
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SMALL Exp. 0-30-20 • COLTON, CA 92324
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, N. T 5. N. T. S. CIVIL DRAwN (7/E1 ers_•f7pp SHEET
AND HOLD THE CITY. THE OWNERS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION ? �� VD L. / $
VITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OF ml OF
OWNER OR THE ENGINEER.
CHECKED DRAWING N0.
DATE /O %/ RCEE -027 9
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M„
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BENCHMARK:
NUMBER 171-B: ELEV=1155.752, A P.K. NAIL IN TOP
OF CURB, 153 FEET NORTH OF THE CENTERLINE OF
ARROW ROUTE AND 22 FEET WEST OF THE CENTERLINE OF
ETIWANDA AVENUE. 110 FEET NORTH OF THE END OF THE
CURB RETURN.
SD'
2S.440' CONSTRUCT ION NOTES f
FL/TU1�E j INSTALL 4Z" R.C.P. PER 9AA/CN0 CL/CAAf0V&.4 STD. S/3
ilJ R/W
ARROW 8 CONSTRUCT RECTANGULAR CHANNEL M-10'. N-5'. SEE SECTION 8-8
ROUTE FOR STRUCTURAL DETAILS
.bin car. Avx C�I�rt f �' \
w/RscArtw1er Chsnns/ 9�-- JOIN EXISTING CONCRETE BOX CULVERT�r1Rtc>`dn?r1*r CAs*ne .' CaosfruGf Ori- Calvin '�• \
ZrfensIb" ow/a//1 C0/3-14,910e Std 10d3
ECONSTRUCT SIDE DRAIN THROUGH MALL OF CONCRETE RECTANGUALR \ P,
l•
CHANNEL PER SAN BERNAROIND COUNTY FLOOD CONTROL DISTRICT C i
SANDARD NO. SP22O \` \ •(�
Zo &-M-28.28
CONSTRUCT MING MALL (TYPE 'A.) PER CALIE STANDARD D-84.
ANGLE OF FLARE-45•
f f5.
EXIST A.C. PNMT. 2 CONSTRUCT 2' THICK GROUTED ROCK SLOPE PROTECTION CL/RVEDATA
13 CONSTRUCT 8- A.C. BERM PER STA'EFT PICAA/S ?+ \ ', O(S-EE PLAN)
14 REMOVE EXISTING STEEL AND RAIL MING MALL. BACKFILL AND '
COMPACT SLOPE FROM GRADE BREAK LINE TO TOP OF NEW CONCRETE
RECTANGUALR C•UNNEL. l
9:::CUCAMONGA
CONSTRUCT 2" AC SLOPE PAVEMENTPIER 3TRwE£T PLAA/5
INSTALL J3) TYPE .L' STEEL GUIDE MARKERS PER RANCHO)STANDARD 403 PER STREET PY-AA15
_� i � $► X'lC/6" MSB Ab" /
A► /a- a�C/a~ @- I4VS4U 4'!�-A e..7V--7@rAw --?MNe"1 1 t4r./i 0Y54 olm 0 543 � C �
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EXT./SCVAfC SOX CLLVERT ' /Q M5 GJ • LR. LR. Ar S /f" /
W= /O' , H=S' 3 I (TYP� M NNS "' �p�
CLN. /6
ry
MOTE: SET CITY STD00 .
0 5/0 FOR NOTES,
u rr Lv /J. AND STEEL TABLES
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APPROVED
CITY OF RANCHO CUCA MONGA
PLAN AND PROFILE
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�� £'�'�T�E PRIVATE ENGINEER'S NOTE TO CONTRACTORS DR— 84-12 s
SCALE /"= /0' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS. OR STRUCTURES SHOWN ON fl•ESE PLANS ARE OBTAINED APPROVED BY DATE A
BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS CITY ENGINEER Q.t/�� RCE NO
NO'3S'S8"W 60.Gb' Esst SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES iZ�a
SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY I
PIPES, CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. DESIGN E. J. ARERTS d ABSOCIATEB RECOMMENDED
.b 1(Ef 4EETHOWER A. ♦ 930 S. MT. VERNON AVE.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COPIPLETE RESPONSIBILITY FOR JCB SITE COVIT1ONS DUPING THE Cs'H' COL TON. CA 92J24 A 1 6/9 t
Me. C-33820 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
Fxp. 6-30-90 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFFAV. INDEMNIFY. DRAWN _ (7/4) 824-5700 SHEET
CIVIL AND HOLD THE CITY. THE OWNERS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE M.D.L. OF
S S
OWNER O4 THE ENGINEER.
W Oµ1 CHECKED DRAWING NO.
CITY RCE NO. 27 l 0910
DAA /O/6•BG FILE NO.