HomeMy WebLinkAbout1695-DSTORM DRAIN GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS
(SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE TS ANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH SUPPLEMENTS, CONTRACTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND
SPECIFICATIONS.
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 STRUCTURE , PAVEMENT, CURB,
GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN
SYSTEM.
5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT
PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA
RIGHT -OF -WAY.
6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE
STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF
TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND
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 SAFETY DEVICES SHALL BE PLACED AND MAINTAINED
TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT
APPROVAL OF THE ENGINEER.
T CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF THE
PROPOSED STORM DRAIN.
8. THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS
PRIOR TO PERFORMING ANY EXCAVATION ON THE E
TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA
CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF
INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA
REGISTERED CIVIL ENGINEER.
9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL
BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA
STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE 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.
10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE
VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER.
11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
AND ALL SUB - GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT
WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE
PLACEMENT OF BASE MATERIALS AND /OR SURFACING.
12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE
STRUCTURAL SECTIONS (PRIOR TO PAVING).
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE
CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
WORK.
14. R FOR SUCH USES AS HE MAY CHOOSE TO
SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRALTO
MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE,
EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS -
SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK
ON THIS PROJECT.
15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS
ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE
CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES
OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER
TO MEET FIELD CONDITIONS.
16, WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN
ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED.
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
GENERAL NOTE No. 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY
OF RANCHO CUCAMONGA STD. DWG. No. 339, CASE 1
18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED 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 ARE
APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS.
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 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,
22. CONTACT UNDERGROUND ALERT AT 1- 800 - 422 -4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED
TWO (2) WORKING DAYS PRIOR TO EXCAVATION.
23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL
UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY
AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO,
ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN
BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN WATER
DISTRICT, SANBAG RAILROAD (METROLINK), ETCETERA, PRIOR TO BEGINNING WORK ON THE PROJECT.
25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE
WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE,
SECTION 7000 ET SEC) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS
CONTRACT IS AWARDED.
NO'ICF TO CONVAC -'OP,;
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW
LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM
AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE 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,
WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS,
INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO
STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S
ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE
FOR ANY CHANGES, REVISIONS OR MODIFICATIONS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
"OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE
STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS ".
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS
COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF
LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY
ORDERS ".
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
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 SOLE NEGLIGENCE OF
THE OWNER OR ENGINEER.
1
I '
1
I
DESCRIPTION
I l
I
I
-q PIPE
2
No,. le [Magner
3
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1
-Brick laid lengthwise
t
and mortared
I°
t Cement grout
-- -.__.
-
- Inside edge of R.CP groove
copping at end of pipe -'
SECTION
of end of pipe (if broken)
Q 8
DITa it, 5
Cement grout copping
I
i
-stick
9 mortor closure
ELEVATION
PIPE CLOSURE- TYPE "B"
(Brick and Mortar)
NOTE:
I. Type "B" closure for 'D" not larger than
SAN 8£ COUNTY
36" unless approved or specified by the
FLOOD CONTR OL
CONTR OL L DISTRICT
Engineer.
BEMs. ohs I "If 91 1 PATE
2.See specifications for additional! informatiao.
C.L. 5 -9 -63
0
aE ho
S P 176A
w -
o=
<0
c�
ca }
z�
w K Q
0 3
zz
n � w
TEMPORARY C.M.P. RISER DETAIL
Q 3(o 34
NOT TO SCALE
UNDERGROUND SERVICE ALERT:
CaII:ToII FREE
1 -800
422 -4133
• ILL11Li1: i31:[IIH: \6'I:I�C�I:IIiZdIIrI[e
"CAUTION ": Remember that the USA Center
notifies only those utilities belonging to
the centeri there could be other utilities
present at the work site. The center will
inform you of whom they will notify.
N0,25747
E XP. 12131 i 6
AU-REd151W MARKED � Cry -/
(pep,lt ED LINDND DIRECT ,�
S UPERIl151 -
7CA(5 TkI6LMmj Rce 25742
5W.. 12-31-13
"T/+[OLAIIANN ENbIA)iFM5
22,1 S. GLASSY ST
optANbE CA 928(.6
VICINITY MAP
26 CONSTRUCT BRICK AND MORTAR PIPE CLOSURE, TYPE "B ", PER S.B.C.F.C.D. STD. PLAN 176A. 4 EA.
27 INSTALL TYPE II TRENCH BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STD, DWG. NO. L. S.
0341.
28 CONSTRUCT TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. L. S.
29 CONSTRUCT REINFORCED P.C.C. WALK WITH MONOLITHIC CURB PER PLAN DETAIL, SHEET 5. 570 S.F.
30 RELOCATE EXISTING MAILBOX STRUCTURE. I EA,
31 RELOCATE EXISTING IRRIGATION WATER METER. I EA,
32 INSTALL ASSOCIATED CONCRETE PRODUCTS CATCH BASIN TYPE G2 WITH TRAFFIC RATED GRATE AND CATCH BASIN TYPE O
P.C.C. LOCAL DEPRESSION PER DETAIL, SHEET 4 OF 7. I EA. ORDERING INFORMATION:
33 RELOCATE EXISTING IRRIGATION WATER METER. 1 EA, ASSOCIATED CONCRETE PRODUCTS, INC.
4301 WEST MoARTHUR BOULEVARD
,-� SANTA ANA, CA 92704
CONSTRUCT TEMPORARY 24" DIA. C.M.P. RISER WITH SOLID STEEL COVER PER 1 EA. (714)557 -7470
�
.!/ CALTRANS STD. PLAN. D75 TYPE OMP OR APPROVED EQUIVALENT., SEE DETAIL HERE -ON Q
06A1,51RUCr GDAIGITovlt lit, d�L[,EY OA7CH 814511 � APWA sD&W -2) ✓=Y'(m eE PRIVATELY ~TAfttl 2 F-A l
THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER 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. I E�
I 310 REMOLI GXI5TI1f TE(AP6(lif CMP IIIi ST2uc --00RE 1
5PFr.tAU }doh _ pid-I To 5En<rtk P IN(G CANSTFLUGTION COLITIZ- A-CTD(z- 5HA.LL SaT15FY A.L-L 4�I�� 4a ITS
OF N(ET(G°P�uTA.0 AUTF{op- I'T`?' LLcEtJSE• A4IlF -M ENT
C014 TR•Ar �-7 POD , R-96 Koo1832
-
DESCRIPTION
-
TITLE SHEET
2
No,. le [Magner
3
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Dp MI We .Mood mre•s wMre Ill.. yy • IeNy -: xf^el Imes NTtIe Mwt b o«am1 i of wh«I loaa see TYM OCP Mtl, o« . mP. Up agent ,an e. u..d. L non. and ,amps ^e «dv.d Dy _ H A Gwew.d R. Ilh Enen«r TTi wt. G d 11 aped come. ' P" oral/ be cast In p,s, tv '� &.c4t Ib'A d' tlx.l.lse2
I
_ na0e^Ing . q.., rwli le" TT I• hn Uq "bb ;i�i
" aN•Ntm -rnolW
I I aNVe, b Iw and Iro B eeh A to Urs We v
B MxISa P,pt lo; _ a4t , l4 deal Toh
A `Jy tt ` D '�a4i In dacYN and
tioJ '' k'•u;' f -a ld hi bats
_ "' _ zoagok,ni mlA 1 ° GENERAL NOTES
Ind. dlnclW mse ••oar �p �b DETAIL'F» A, did SEE rdem:ee ' -- y A.1 I. odeus ub5.ept Nate row�aOxMe Nis ess ltwn3D
9�w.Rhp �Iel with 3's12'Pus �nN 2 s6•Redwppd gT CSP .M ' 2 Wesadhd kessiguoreft Jo edge. amxe md' ,San o,loades,
nv 1 YTyp 2PadwMl IE"CL'i SEE P�tmt n 7fe•el b nh loxes eng,pl mae man lit nexi Al.it.,
-.- TI,pe35RGak 1 ..IA- aD j =R i \ Ndtrt6dt (e' 6 s IR'Ndh :tln4ht qmt c th a bbe bpTk,.
�TAL'G' a Th dtbaeb M dt sF 11 M d'.2
T x414 F.1,1-r: n 7 N pYi reMemd drone ,e lorpm mwg�outt 1 gtndmt
♦ J ^' R.PIO Nw 1 dd ehwwl rn 1 v "��.
tOt r-- •._i -•-�^ Sr Nadal ul : mMa. w 5.nu,a9 e � yn n dnn englr n,
�' Can't I„Id r : SECTION D-D b bedloen d•WN 1 2-Ieon metes pt1 FC P Ri weld, M• a g moee MaMlna; d 2 R• s;9• , b 3 Pn CS P Desired? odder en :re ,tote w
TYPE OCP Or OCP [See Noe 9) RDB• - lent con camphor 12.
•. rsTM.,'e i" wITH STEELCWER DETAIL "H` •j,: aT 1 d�C, 4 ,nddem6ce.It tax nectedrm 47', ton:
E th def I
» 11 ... .:. in b a`' sl Ppei nail. . ...... C
_i'�da 16' 'T WehWdR S'!'xbnnt lobe
xm NCSP/ SECTION A•A SECTION 8 8 .-T tV- Seeneir.n".. 6 1F� r h.11heh «d ter dnnc''pn.112 il6Um
TYPE GMP ( 'ytISW (sw Nd «!anon allegations bema Date? Pa d
,�. a. TYPE OCP or OCPI (See Nose s+ 114 nd. f• now rt sh.t:.n9s ^d a «I r h.
3-121iltsyt W'TH REDWOOD COVER T G e'n :Set 5 d rd Sc« = ^I ^ ^. nr
(RIM Spat WaM 11 - ', r ,• MPipe Rhle NMe it Bpedoi Prot
b vde:lhr nod t zed sa npye -6e"• �J _< 2i, aness. 2 e se standard id Fr ra oed. d TvTB to
N GSP. Pool, Pass PP �. rd Ea,Mr.d Td � � 1 rid Fr a Lk1012 E We9nli
y y k i behlifl 2' -3I t2 Vrsglie0m'rm0 d I of
th men yrbee pM 3=0 - (Sre BICIIpI B-B E 5E(."iON E-E 1. 9 CM igtlliy ar Type oePl r DNPI P pe nets
M loll ind "MI« Tresh Pi one Id be Numsbed
UPPER DART aF tar hhmn del*) DETAIL "0" a,Id !nailed do .11 s do opea,rge
tFi SECTION B -B 1'. - LADDER DETAIL 10. Chain b be pre ided when ipeDhed.
JG'45P FNtr S. ADS 1, 2, 3 and 9
TYPE GC n oen %mI rim casbk made. dr apnd, »amnd
WITH GRA:E weM Oasa "Gov w «I
�B'RMh,Saor weld Pbk ReldpcemeM 12 Repd.1 cemem, and dernhd 3-5 ong id i.i"re d
ar Tad tYpM of I,4 3• 3" port pprtlSS cement, d fi a eana, cd
r R. or xlkr tz +.3" SECTYJN H -H j •e III pans ss n„ah tee psvnah.;
D s_ a' I W[!d Now to anll ee seer Few is eulr /, ytel fen,gfh.
I- 1 SIO'irdr m an)/e Steel oak Eowr I and ero.t el« n plx IS.e NMI. aM11 t' (^21 2 %A3
B n aETA'L "9 1 Ifj %2" k1•awdmred R. 181 0.1'1, NOUber Was flow
rr or I'e steel st. 11
CETAIL'A T •g1H - -- T- J9"_S.P:0!09 -ThM SW Ss Regis for '�'
-� ' 1._l- 91w14r (See Note tl
htlan d«,gn) 14r' a 8`c [wdwow M TaG.tp 6' cW pnocn e, CS.P. r���dt{(p�pJl(� Fs
e Socha A-A I 1 - 1 it6 t«t' Bd+a
SECTION C -C eltM "d W' Y j ud 36' C.S. Mer 'a 11.4. 11.'% INL J ono hat., K"c Golwnixe pna
ne.1 -tnaNd coon BWWU LL::JJ ,aaioel,misee
TYPE OMP Or OMPI (See Note 91 i M hcgne end cpwe =i z aNak !Nan «. ana eddhrhl TO pI yy« Ni f
(See Nde 10) % sppwl uMar r'.ng alts p'"IS. PM Pbl ",Q
'WITH STEEL COVER C .;
iet ifeed ly ogilda 3 S:. ., ``<i'2' %�'8 %i a' If^ '�EF'
rod weld d 1g pdrEV ar bdhr
DETAIL 'A' OFmb AC. Pike t d.I 1 "Indies" 'P. cast., d.11 nho'.e -si
lyl 1 I� r SECTION G -G 01 In sh 9,edds Lt. � "i Wad, pipe be Iq'. mom. bosh wt woehers
Iq "CiFCkehd R Isle 1,2'R rNad w I T' I
�1 sut6a' �zl'*' Pi _ I� DETAILS OF TRASH RACK
T- 7 FOR PUMPING INSTALLATIONS
J ss'R.eN. spar weatr _Z a USE INLET TYPE OCPI Or OMPI
lPVnm Y,9• ....... ------- 1jTaG Wdd al F
Woks margb Clm pdnh ar b,Wer flpeRSer
N
1
1-
r
Z
0
N
w
a
SECTION F -F ( R.C.P. RISER C.S.P RISER
I.J 211 'e� iomdw Bove ntmieed %R s s t er ca,sew.
oETA1, °e.. TYPE ODI BASE DETAIL FOR " midget STEP DETAIL ,E. , Di Te.w..dn•,,,>,
PIPE RISER CONNECTION PIPE INLET
TYPE OD PIPE SCALE
_ U79
w
LINES "C" AND "D"
7
LATERAL PROFILE SHEET, LATS: "A -1" THROUGH "A -15"
Q 8
DITa it, 5
HIGHLAND
(STATE HIGHWAY 30)
AVENUE
/
0
w
PROJECT SITE 3
a
ETIwANDA
C
INTERMEDIATE
SCHOOL
I
M"w R U0 VE
M
N�
LANS
o
w
w
N.T.S. 0
VICTORIA PARK LN.
VICTORIA
STREET
W
444
+H+H+4+H+H+H+H++ +` !H!!H
-..';. '
SPT CO RR
........
SPT CO RR
CONSTRUCTION NOTES & ESTIMATE QUANTITIES:
BASELINE ROAD
a
of
ROAD
BASELINE
1 INSTALL 18" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D. (
0- INSTALL
522 I4
.
BENCHMARK:
TERRA VISTA
PARKWAY
z
z
J� �\ eCd do T n
2 INSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D. � g7 13-F. 730.112 LF
CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10051:
Q
z
��0�
A =3 �- //�
2" BRASS DISK IN CONCRETE CURB STAMPED
3
( 3 1 INSTALL 30" DIA. R.C.P. STORM DRAIN PIPE, 1750 -D.
0
\J
671.41 L.F.
"CITY OF RANCHO CUCAMONGA BM 10051 1897"
CHURCH
ST.
/� \
( 4 INSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 3000 -D.
87.86 L.F.
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
` /�\
SWANSON PLACE 0.25 MILES WEST OF ETNANDA AVE.,
TO INTERSTATE 10�
( 5 )- INSTALL 48" DIA. R.C.P. STORM DRAIN PIPE, 3000 -D.
652,27 L.F.
AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF
\�/
BEGINNING OF CURB RETURN.
(6 39" DIA. R.C.P, STORM DRAIN PIPE, 1300 -D.
8.17 L.F.
\INSTALL
ELEVATION: 1300.686'
INSTALL 42" DIA. R.C.P. STORM DRAIN PIPE, 1400 -D.
280,94 L, F,
( 8 �/ INSTALL 48" DIA. RC.P, STORM DRAIN PIPE, 1500 -D.
127.72 L.F.
114 EA
VICTORIA STRF
Z&( 9 T CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO, 300. SEE PLAN FOR W (-
- --
- - - -�
-- +�
_ - --
- -_- --
L-�`/ AND "V ".
LOT B" PUBLIC ACCESS_
'ELI
_
d
10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD, DWG. NO. 307, CASE "A ".
774 S.F.
-r -
-}
-
". I
ary�r 708 SF
11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 307, CASE B
-"r- -ate.
I
it
i
5 EA.
I
12 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318.
CO URT
13 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318, DETAIL N PLAN;
".
I EA.
mjGEORGE
M =0 INSTALL MANHOLE FRAME AND COVER IN FLAT TOP. SEE PLAN DETAIL HEREON.
�:-
5 EA.
14 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319.
01
15 CONSTRUCT MODIFIED MANHOLE N0. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 319 WITH 36"
g
I
MANHOLE SHAFT AND 36" OPEN GRATE COVER AND FRAME, ALHAMBRA FOUNDRY PLATE NO. A- 1251 -4
1 EA.
11'
z
.•II
OR APPROVED EQUAL.
I __
__ - -_!-
--
IJ =�
16 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321.
5 EA.
I
_
_
¢
; ce
(D
i
III
17 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331.
5 EA.
n
1 EA.
I
�yJE IE COURT
/
1
1 B CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333.
r
19 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336.
2 EA.
20 CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 329.
6 EA.
I
(
1
21 INSTALL 30" DIA. R.C.P. STORM DRAIN PIPE, 3000 -0.
12.89 L.F.
`
I
G25 CONSTRUCT 5' WIDE, VARIABLE HEIGHT TRANSITION STRUCTURE WITH CURB OUTLET AND P.C.C. CURB
AND SIDEWALK TRANSITIONS PER PLAN DETAILS, SHEET 2.
48.72 L.F.
26 CONSTRUCT BRICK AND MORTAR PIPE CLOSURE, TYPE "B ", PER S.B.C.F.C.D. STD. PLAN 176A. 4 EA.
27 INSTALL TYPE II TRENCH BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STD, DWG. NO. L. S.
0341.
28 CONSTRUCT TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. L. S.
29 CONSTRUCT REINFORCED P.C.C. WALK WITH MONOLITHIC CURB PER PLAN DETAIL, SHEET 5. 570 S.F.
30 RELOCATE EXISTING MAILBOX STRUCTURE. I EA,
31 RELOCATE EXISTING IRRIGATION WATER METER. I EA,
32 INSTALL ASSOCIATED CONCRETE PRODUCTS CATCH BASIN TYPE G2 WITH TRAFFIC RATED GRATE AND CATCH BASIN TYPE O
P.C.C. LOCAL DEPRESSION PER DETAIL, SHEET 4 OF 7. I EA. ORDERING INFORMATION:
33 RELOCATE EXISTING IRRIGATION WATER METER. 1 EA, ASSOCIATED CONCRETE PRODUCTS, INC.
4301 WEST MoARTHUR BOULEVARD
,-� SANTA ANA, CA 92704
CONSTRUCT TEMPORARY 24" DIA. C.M.P. RISER WITH SOLID STEEL COVER PER 1 EA. (714)557 -7470
�
.!/ CALTRANS STD. PLAN. D75 TYPE OMP OR APPROVED EQUIVALENT., SEE DETAIL HERE -ON Q
06A1,51RUCr GDAIGITovlt lit, d�L[,EY OA7CH 814511 � APWA sD&W -2) ✓=Y'(m eE PRIVATELY ~TAfttl 2 F-A l
THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER 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. I E�
I 310 REMOLI GXI5TI1f TE(AP6(lif CMP IIIi ST2uc --00RE 1
5PFr.tAU }doh _ pid-I To 5En<rtk P IN(G CANSTFLUGTION COLITIZ- A-CTD(z- 5HA.LL SaT15FY A.L-L 4�I�� 4a ITS
OF N(ET(G°P�uTA.0 AUTF{op- I'T`?' LLcEtJSE• A4IlF -M ENT
C014 TR•Ar �-7 POD , R-96 Koo1832
-
DESCRIPTION
-
TITLE SHEET
2
No,. le [Magner
3
Q)
Dp MI We .Mood mre•s wMre Ill.. yy • IeNy -: xf^el Imes NTtIe Mwt b o«am1 i of wh«I loaa see TYM OCP Mtl, o« . mP. Up agent ,an e. u..d. L non. and ,amps ^e «dv.d Dy _ H A Gwew.d R. Ilh Enen«r TTi wt. G d 11 aped come. ' P" oral/ be cast In p,s, tv '� &.c4t Ib'A d' tlx.l.lse2
I
_ na0e^Ing . q.., rwli le" TT I• hn Uq "bb ;i�i
" aN•Ntm -rnolW
I I aNVe, b Iw and Iro B eeh A to Urs We v
B MxISa P,pt lo; _ a4t , l4 deal Toh
A `Jy tt ` D '�a4i In dacYN and
tioJ '' k'•u;' f -a ld hi bats
_ "' _ zoagok,ni mlA 1 ° GENERAL NOTES
Ind. dlnclW mse ••oar �p �b DETAIL'F» A, did SEE rdem:ee ' -- y A.1 I. odeus ub5.ept Nate row�aOxMe Nis ess ltwn3D
9�w.Rhp �Iel with 3's12'Pus �nN 2 s6•Redwppd gT CSP .M ' 2 Wesadhd kessiguoreft Jo edge. amxe md' ,San o,loades,
nv 1 YTyp 2PadwMl IE"CL'i SEE P�tmt n 7fe•el b nh loxes eng,pl mae man lit nexi Al.it.,
-.- TI,pe35RGak 1 ..IA- aD j =R i \ Ndtrt6dt (e' 6 s IR'Ndh :tln4ht qmt c th a bbe bpTk,.
�TAL'G' a Th dtbaeb M dt sF 11 M d'.2
T x414 F.1,1-r: n 7 N pYi reMemd drone ,e lorpm mwg�outt 1 gtndmt
♦ J ^' R.PIO Nw 1 dd ehwwl rn 1 v "��.
tOt r-- •._i -•-�^ Sr Nadal ul : mMa. w 5.nu,a9 e � yn n dnn englr n,
�' Can't I„Id r : SECTION D-D b bedloen d•WN 1 2-Ieon metes pt1 FC P Ri weld, M• a g moee MaMlna; d 2 R• s;9• , b 3 Pn CS P Desired? odder en :re ,tote w
TYPE OCP Or OCP [See Noe 9) RDB• - lent con camphor 12.
•. rsTM.,'e i" wITH STEELCWER DETAIL "H` •j,: aT 1 d�C, 4 ,nddem6ce.It tax nectedrm 47', ton:
E th def I
» 11 ... .:. in b a`' sl Ppei nail. . ...... C
_i'�da 16' 'T WehWdR S'!'xbnnt lobe
xm NCSP/ SECTION A•A SECTION 8 8 .-T tV- Seeneir.n".. 6 1F� r h.11heh «d ter dnnc''pn.112 il6Um
TYPE GMP ( 'ytISW (sw Nd «!anon allegations bema Date? Pa d
,�. a. TYPE OCP or OCPI (See Nose s+ 114 nd. f• now rt sh.t:.n9s ^d a «I r h.
3-121iltsyt W'TH REDWOOD COVER T G e'n :Set 5 d rd Sc« = ^I ^ ^. nr
(RIM Spat WaM 11 - ', r ,• MPipe Rhle NMe it Bpedoi Prot
b vde:lhr nod t zed sa npye -6e"• �J _< 2i, aness. 2 e se standard id Fr ra oed. d TvTB to
N GSP. Pool, Pass PP �. rd Ea,Mr.d Td � � 1 rid Fr a Lk1012 E We9nli
y y k i behlifl 2' -3I t2 Vrsglie0m'rm0 d I of
th men yrbee pM 3=0 - (Sre BICIIpI B-B E 5E(."iON E-E 1. 9 CM igtlliy ar Type oePl r DNPI P pe nets
M loll ind "MI« Tresh Pi one Id be Numsbed
UPPER DART aF tar hhmn del*) DETAIL "0" a,Id !nailed do .11 s do opea,rge
tFi SECTION B -B 1'. - LADDER DETAIL 10. Chain b be pre ided when ipeDhed.
JG'45P FNtr S. ADS 1, 2, 3 and 9
TYPE GC n oen %mI rim casbk made. dr apnd, »amnd
WITH GRA:E weM Oasa "Gov w «I
�B'RMh,Saor weld Pbk ReldpcemeM 12 Repd.1 cemem, and dernhd 3-5 ong id i.i"re d
ar Tad tYpM of I,4 3• 3" port pprtlSS cement, d fi a eana, cd
r R. or xlkr tz +.3" SECTYJN H -H j •e III pans ss n„ah tee psvnah.;
D s_ a' I W[!d Now to anll ee seer Few is eulr /, ytel fen,gfh.
I- 1 SIO'irdr m an)/e Steel oak Eowr I and ero.t el« n plx IS.e NMI. aM11 t' (^21 2 %A3
B n aETA'L "9 1 Ifj %2" k1•awdmred R. 181 0.1'1, NOUber Was flow
rr or I'e steel st. 11
CETAIL'A T •g1H - -- T- J9"_S.P:0!09 -ThM SW Ss Regis for '�'
-� ' 1._l- 91w14r (See Note tl
htlan d«,gn) 14r' a 8`c [wdwow M TaG.tp 6' cW pnocn e, CS.P. r���dt{(p�pJl(� Fs
e Socha A-A I 1 - 1 it6 t«t' Bd+a
SECTION C -C eltM "d W' Y j ud 36' C.S. Mer 'a 11.4. 11.'% INL J ono hat., K"c Golwnixe pna
ne.1 -tnaNd coon BWWU LL::JJ ,aaioel,misee
TYPE OMP Or OMPI (See Note 91 i M hcgne end cpwe =i z aNak !Nan «. ana eddhrhl TO pI yy« Ni f
(See Nde 10) % sppwl uMar r'.ng alts p'"IS. PM Pbl ",Q
'WITH STEEL COVER C .;
iet ifeed ly ogilda 3 S:. ., ``<i'2' %�'8 %i a' If^ '�EF'
rod weld d 1g pdrEV ar bdhr
DETAIL 'A' OFmb AC. Pike t d.I 1 "Indies" 'P. cast., d.11 nho'.e -si
lyl 1 I� r SECTION G -G 01 In sh 9,edds Lt. � "i Wad, pipe be Iq'. mom. bosh wt woehers
Iq "CiFCkehd R Isle 1,2'R rNad w I T' I
�1 sut6a' �zl'*' Pi _ I� DETAILS OF TRASH RACK
T- 7 FOR PUMPING INSTALLATIONS
J ss'R.eN. spar weatr _Z a USE INLET TYPE OCPI Or OMPI
lPVnm Y,9• ....... ------- 1jTaG Wdd al F
Woks margb Clm pdnh ar b,Wer flpeRSer
N
1
1-
r
Z
0
N
5
SECTION F -F ( R.C.P. RISER C.S.P RISER
I.J 211 'e� iomdw Bove ntmieed %R s s t er ca,sew.
oETA1, °e.. TYPE ODI BASE DETAIL FOR " midget STEP DETAIL ,E. , Di Te.w..dn•,,,>,
PIPE RISER CONNECTION PIPE INLET
TYPE OD PIPE SCALE
_ U79
6
LINES "C" AND "D"
de/
cl
t t
� a i
v 3'
.._ c•,` she,, j14
INU al,r+LL
5HFF -r INPFX;
SHEET NUMBER
DESCRIPTION
1
TITLE SHEET
2
CATCH BASIN and MISC. DETAIL SHEET
3
LINE "A" STORM DRAIN PLAN, STA. 9 +47.10 to STA. 18 +98.87
4
LINE "A "STORM DRAIN PLAN, STA 18 +98.87 to STA. 26 +05.61
5
LINE "B" STORM DRAIN PLAN and LATERAL "B-1"
6
LINES "C" AND "D"
7
LATERAL PROFILE SHEET, LATS: "A -1" THROUGH "A -15"
Q 8
DITa it, 5
`?"U�T -0411 Nit 10 aF
m
L(7
m
O
0
Lat. "A -1" Catch Basin Detail
N.T.S.
o
J
W
U
W
U
7
O
O
U
N
W
p
p Q
z
/
-
K
M
m J
M
M
U
o
0 U
II
O
-�
N
M
M O
J
M
M N
O �
Ui
it N
It rnj
un
M
J
J t
It
Q
la
w
> N
Cj
_j
N
W_m
Lfi ~U
.M
NM
V
U
M
a 11
O
O
M M
M
M OZ
M JW
II U
of
In
I
it
11
o
t
V t
U
o-
ap 11 n
O\
P,
0
t
will
i J
11
N ry
U M U M
an 2 11
a a
SADDLERIDGE DR.
Lat. "A -2" Catch Basin Detail
M
m
Ci of
J M
0 11
m J
fY
U
w o
M �
N M
N II
0
t U
� H
/ a
Lat. "I Catch Basin Detail
N.T.S.
m �
ti
an
M
o m 11
In Kr
un O LL
N O
11
J +>�
UO
w '0
d H OM
C5 II
°a o uv
M J 3r
II
U r _
F l O
GRAPE PLACE
N.T.S
Lat. "A -4" Catch Basin Detail
N.T.S.
Lat. "A -6" Catch Basin Detail
N.T.S.
Lat. "A -8" Catch Basin Detail
N.T.S.
Ili
U
O
Z
m
t
m
GRAPE PLACE
Lat "A -9" Catch Basin Detail
M VICTORIA ST.
a r\ a
J
<
M�
m
a
/MMlG1W n M MwIHOC
.IaYa eooFnunrt cal.raaz
RECTANGULAR FRAME AND COVER
U
LL
D
aaeeY+nl YTYaouaaaasnaTnewpaarxawmY wxBTPYenOx
z
/
Yt�Tt as
J U
ti
a
M
m
o
n w
m
11
O
-�
n
M
n M
N
OJ
NLL
r2
Ci
W
11
II <
h r
M
J
J t
w
ll M
N
a
N
w
-n
Cj
co
r F
On
w
n
0
a 11
L n
n
r ti
0 ti
In
I
M
M
o
n
II
II
o-
ap 11 n
I
n
0
t
U t
I l O
W
r to
F
Ili
U
O
Z
m
t
m
GRAPE PLACE
Lat "A -9" Catch Basin Detail
M VICTORIA ST.
a r\ a
J
<
M�
M
--
/MMlG1W n M MwIHOC
.IaYa eooFnunrt cal.raaz
RECTANGULAR FRAME AND COVER
D
LL
D
aaeeY+nl YTYaouaaaasnaTnewpaarxawmY wxBTPYenOx
z
/
Yt�Tt as
J U
a
rn
LL
LL o
M
M
W
m
Ci
N
O M
N
II
J m
OLL
II
J
M
N M
N
M O
U
ll M
N
M
'O
II 6
II tin°
Wa
M
0
t
L n
o m
OM n N
M
�
o-
ap 11 n
I
0
110 }
V
J
3 n
M
LO
F4
t
m
N.T.S
Lat "A -10" Catch Basin Detail
N.T.S.
Lat. "A -3" Catch Basin Detail
N.T.S.
—1" Cnfnh Rsain 11AYfail
S.
E
HURT
CONSTRUCTION NOTES:
\(' — INSTALL 18" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
/
�( 2 }�J INSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
(g ) CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300. SEE PLAN FOR "W"
O/ AND Y ".
10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "A ".
11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B ".
13 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318, DETAIL N PLAN;
M =0 ". INSTALL MANHOLE FRAME AND COVER IN FLAT TOP. SEE PLAN DETAIL HEREON.
O25 CONSTRUCT 5' WIDE, VARIABLE HEIGHT TRANSITION STRUCTURE WITH CURB OUTLET AND P.C.C. CURB
AND SIDEWALK TRANSITIONS PER PLAN DETAILS HEREON.
DA ?iEdII ON C 4 R fND FROM SFF N07 2�
C E�J /
_ _B SECTION B�3
0F .
�A
-e_
J9 4 FAO 1 SECTION C -C
u A. H rC RNE'�
Sib' Rlq IN CAC,+
PLAN
z
} SECTION A -A SECTION D -D
I
L
TI /�qn rI
»e SECTION E -E SECTION T -F
+w
NOTES
I. FRAME AND COVER SHALL BE CAST IRON.
.. A PLAIN 1/4' BORDER SHALL BE TYPICAL FOR ALL BORDER$ ON
FRAME AND COVER.
3 ALL CASTING RADP SMALL BE 114' UNLESS OTHERWISE SHOWN.
4 WEIGHT OF FRAMF AND COVER IS 43 POUNDS.
5- USE ONE 3/B' -t6x1- STAINLESS STFF.E EOCKET CAP SCREW, APPLY
HIGH ADHESIVE, OPEN GEAR GREASE TO THREADED PORTION PRIOR
TO INSERTION.
6. USE 4'x1' CAST ALUMINUM LINK HINGE WITH 457 PIN FOR BO. '
OPENING.
I
i
I
I
I
i
i
I II
I
I
I
R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN
CAtJFORNIA CHAPTER
YrAreMxo nAx
BTYIaMNRAII
/MMlG1W n M MwIHOC
.IaYa eooFnunrt cal.raaz
RECTANGULAR FRAME AND COVER
� 52�
"aY
aaeeY+nl YTYaouaaaasnaTnewpaarxawmY wxBTPYenOx
Yt�Tt as
A►BRICAt1 PUBLIC WORKS A680C111TIOR - SOUTHERN CAUPCRMA CRAFTER Y
YrAreMxo nAx
152-0
RECTANGULAR FRAME AND COVER 1
WIT YOFY
OF RANCHO CUCAMONGA BENCHMARK N0. 10051:
2" BRASS DISK IN CONCRETE CURB STAMPED
"CITY OF RANCHO CUCAMONGA BM 10057 1897°
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE.,
AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF
BEGINNING OF CURB RETURN.
ELEVATION: 1300.686'
t (I PROP. SIDEWALK OVER S.D. PIPE
24" DIA. R.C.P. S.D. SEE PLAN &
i PROFILE SHEET FOR CONSTRUCTION.
22" CAST IRON MANHOLE FRAME AND
COVER PER CITY OF RANCHO CUCAMONGA
STD. DWG. N0. 310.
16 "x16" CAST IRON RECTANGULAR FRAME
r AND COVER PER AMERICAN PUBLIC WORKS
ASSOCIATION STD. PLAN 152 -0.
IL_J
-- --
W3: -- R/W
wol
D "wl D
�I h - CURB FACE
it
F L CURB FACE F L
EXIST. CURB & GUTTER EXIST. CURB & GUTTER
U
PLAN VIEW
N.T.S.
PROFILE
N.T.S.
D
41.72'
7.00' -� 22" DIA. FRAME >t�1.50' PROP. SIDEWALK
o AND COVER o OVER S.D. PIPE
3 BAR ® 72" O.C.
7.00%
� �TYP. THROUGHOUT) m \ -
RECT. FRAME J 4.6�
AND COVER o - -
�39 � SIDEWALK FINISH 1.00' _ _
� s
GALVANIZED STEEL 24" DIA. R.C.P.
a � ANGLE 2.0% 'P•F �� N ' ^�1 � STORM DRAIN
0
GUTTER TO �— BATTER 3:12 0.50% 0.50% 0.50%
MATCH
EXISTING ^ - �- ° -
n'
�3 BAR O
� s° O.C. (MID.
M.
a D
o ,�
THROUGHOUT) No I o
0.67'
0.50'
SECTION C — C
S.
THE 3" LEG OF THE 5/8 "0 BAR SHALL
BE PARALLEL WITH THE TOP OF SIDEWALK
ali:
5/8 "0
wll
6"
•� � n iD
#3 BAR O 12" O.C. " J �
#3 BAR O 5 O.C. o
m
wa
N
SECTION D —D a
N.T.S,
Detail of Curb Outlet Transition Structure
SEE SHEET 5 OF 7 N.T.S.
UNDERGROUND SERVICE ALERT:
Cali:Toll FREE
1 -800
422- 413M',
TWO WORKING DAYS BEFORE YOU ON
"CAUTION ": Remember that the USA Ceni
notifies only those utilities belonging to
the center; there could be other utilities
present at the work site. The center will
inform you of whom they will notify.
tint 242 4
DESCRIPTION OF REVISION DATE ciTr
APPROVED
CITY OF RANCHO CUCAMONGA
STORM DRAIN IMPROVEMENT PLANS
TRACT 15915
DETAIL SHEET
APPROVED BY: DATE
CITY ENGINEER ✓"�� Qi L {C Cc7\ L i „�' � R.C.E.
�., DESIGN DGA DERBISH, GUERRA RECD
&ASSOCIATES
24953
DRAWN SHEET
�� >? DGA CIVIL ENGINEERS LAND SURVEYORS 2 OF
8331 UTICA AVENUE SUITE 150
I� CHECKED RANCHO CUCAMONGA, CA 91730 DRAWING No.
CITY Ph (909) 987 -4306 Fax (909) 941 -7528 1 411-r�
?("jE<-T sr4eeT to. I I °P
?("jE<-T sr4eeT to. I I °P
i
i
I I -f I I .. -4
T �. 'I ! I. : ! : ! _
t 1- -I � � I I, t I, I II�II�I� 1111 � I �I
1 f I I� _ .__ i VERT 1
9+00 10+00 11 +00 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
PROTECT EXIST. 6'
WALL IN PLACE
C
V,
SHALL
a0pG
PROTECT EXIST. 6' BLOCK
- WALL IN PLACE
-REMOVE & RECONSTRUCT
EXIST. 6' WIDE SIDEWALK
& 6" CURB AS NECESSARY
39" DIA. R.C.P.
SECTION A -A
N.T.S.
�0
s
y0 `%
s�
CENTERLINE PIPE CURVE DATA
NUMBER
R'
DELTA
L'
T'
C50
45.00
90 °35'07'
71,15
45.46
C51
45.00
55 °12'12'
43.36
23.53
C52
90.00
35 °22'54'
55.58
28,71
C53
45.00
90 °00'00'
70.69
45.00
C54
45.00
90 °50'58'
71.35
45,67
C55
407.00
5 °15'42'
37,38
18.70
C56
393:00
6 °03'31'
41,56
20.80
C57
45,00
32 °29'43'
25.52
13.11
C58
45.00
58 °05'24"
45.62
24.99
C59
45.00
38 °52'39'
130.53
115, 88
C60
45.00
42 °24'13°
133.30
1174 6
CONSTRUCTION NOTES:
\J. ( 1 } INSTALL 18" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
\JINSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
INSTALL 30" DIA, R.C.P. STORM DRAIN PIPE, 1750 -D.
INSTALL 48" DIA, R.C.P. STORM DRAIN PIPE, 3000 -D.
O v Ls �l�V O (6 �- INSTALL 39" DIA. R.C.P. STORM DRAIN PIPE, 1300 -D.
O
�Q °q9 % ' \O -- INSTALL 42 "' DIA. R.C.P. STORM DRAIN PIPE, 1400 -0.
�� ( 8 �- INSTALL 48" DIA. R.C.P. STORM DRAIN PIPE, 1500 -D.
J Jam\
( 9 ) CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 300. SEE PLAN FOR "W"
LJ AND "V ".
10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "A ".
ti 0 yv
CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B ".
C53 \ \ \ OO %�$�� p �� cb \\ SJr 36� t2 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318.
� 5
0
15 CONSTRUCT MODIFIED MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319 WITH 3E
MANHOLE SHAFT AND 36" OPEN GRATE COVER AND FRAME, ALHAMBRA FOUNDARY PLATE NO. A- 1251 -
6,L OR APPROVED EQUAL.
16 CONSTRUCT MANHOLE NO, 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321.
17 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331.
95 q !9 L� \ 0-- CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333.
27 INSTALL TYPE II TRENCH BEDDING AND SHADING
341.
28 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120.
�c'. Opp sy Op.F`
�Jy
CaA)snzucr coN6rruvinrwt �v a�ruf aesffiJ P� AnwA sro3a4 -z, v =u'
To DE PRIOrTELY N1AIA)?AINED
s REMdUE EYISVAI(b TMPORARY CtAP ;NaT °7RDCTURE
O �r p
19 7Avvep L)ftii UN E5 r=oR "[RAcr 4-
DESCRIPTION OF REVISION DATE APPA
CITY OF RANCHO CUCAMONGA
STORM DRAIN IMPROVEMENT PLANS
TRACT 15915
LINE "A"
SPRINT COMMUNICATIONS NOTICE: STA. 9+47 to STA. 18 +98.89
NOTE: THE CONTRACTOR SHALL NOTIFY MR. LYNN DURRETT, AREA CABLE PROJECT ENGINEER, PLAN AND PROFILE
PHONE (909)873 -8022, AT LEAST TWO (2) WORKING DAYS PRIOR TO STARTING ANY WORK APPROVED BY: * DATE
IN THE VICINITY OF THE SPRINT FIBER OPTIC CABLE FACILITIES. ,
CITY ENGINEER L 245
0 20 40 � REV15(60 /Y1vrwD A PREF�IRED Urjr)et VIRMr <<,- , R.C.E. No.
Q-r ^ DESIGN L RE M D
SCALE 1 " =40' suPE2dlslo�l� DERBISH, GUERRA
lovo (+. _ 2.;
NO 25 �p3:- DGA & ASSOCIATES
J O Z" c` EXP 12;,' 3 `' - - 4 ..... DRAWN SHEET 1
CIVIL rvrvR�_ AVU LVEoS
k5'fmamm RcE25142 6tP. DGA 3
OF -
R15Ll91AWJ &N61A)FFERS - ti 843E UTICA AVENUE as ^U[TE 100
221 S. C�LASSti71 CT. 9r� . �ti CHECKED RANCHO CUCAMONGA, CA 91730 DRAWING No.
., � �' 3�z� °;F,II'11 CITY Ph )909) 9x7 -asos Fax (.90.9) 941 -lszx I G9 iD
6RA/J6E CA 11ZB(c(o
?P•c'J E�T 6tF III I-*. " °P
32 ° CATCH BASIN TYPE G2 4Ss1 coU rr
ORDERING INFORMATION: s
ASSOCIATED CONCRETE PRODUCTS, INC.
4301 WEST McARTHUR BOULEVARD X25' 25' 9 1
o SANTA ANA, CA 92704 /� 7
(714)557 -7470 7 18' - -18' 7 m � ZI +IL{,12 UCLIIJ6A A
14 =0 il"q", 1 "A13° 1
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_ n v� 0 8 Pb, No SCALE � _� � 5 +15.15ti /NT, 6RAP PU i 5
° T u V STREE7 5TA A. 1 = O+ OO.Oo 4; LA7 I
U U II + b>
11 B 3 F -8
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3.00' -4.17'- -o.as' T1P. � $ 12 0 °3
/REMOVE Pr_u(, Jot x15r,
F9SO� X Ag 50 u- 41 R/W 2 10 R/W
Soso .S FS Q 1/95 °08'52'E
LATERAL "A -6
____ ____ ____________
1.00' TYP. SAT. "A -11' 7 27 p N.65'44'O4'W. o �' eyyee
49.50 F.S. 18" rA. F LATERAL "A -7" 27.97'i 3 27 N " N GOORAPE PoLACE ze 3 27
R.C.P.
49.00 - _
.. ��� (A J RAW _ -__ -
�5. P.C.C. LOCAL - - - - - 0
og� s DEPRESSION 3c 2 Lf+'TEhfrL 1�EV I C
5 r w F d; z I be =oot1�.30 R Ys.00' 4=29 °58!y„ 1 N89 °5 ?'54" 2
F- y W m 26 3 3 EL EC= DOt3`I.6'iL -23.54 T= 12.Oy5n 33.87
N9y0 0o X SOF of N ° N f i'b _� 26
a s a o °' z7 0 „ E Q� C1� 35,12 END RGP
, p3 2 75 07 bla
3' WIDE P.C.C. °V" DITCH INSTALL ASSOCIATED CONCRETE PRODUCTS a a J - LATERAL �-F13
GUTTER PER TR. 15915 TYPE G2 CATCH BASIN WITH TRAFFIC RATED z_ "' " 5 �" EA1D PIPE
COMMUNITY TRAIL/PUBLIC GRATE AND P.C.C. LOCAL DEPRESSION J3= no .lam- 0 t 4,10
ACCESS PLAN (PUBLIC e
IMPROVEMENT PLANS, SHT. �' cj z "1- in
9 of 9). ° ° 3 cc y' ce 9
nOm .om� , 10 +83,37 11
LATERAL "A -11" BASIN DETAIL N00 o < m e ,V �y
32 yc 9.50'
NO SCALE 16 CL U' C8 is' 80 /8 ®0
9
l0 t 72,8G
SCALE 1 " =40'
5T.5TA.
U1 =9; V = 8.1a3'
1V1b°23'3(o 'E 37.50' 1
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BENCHMARK:
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051:
70
1
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7 }
N 65'44'04"W
1 L
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CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300. SEE PLAN FOR "W"
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CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE
N
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11
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32
CONSTRUCT MANHOLE NO. i PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318.
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2" BRASS DISK IN CONCRETE CURB STAMPED
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CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331.
R
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CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336.
1 N
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0 51
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26
CONSTRUCT BRICK AND MORTAR PIPE CLOSURE, TYPE PER S.B.C.F.C.D. STD. PLAN 176A.
-
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61
L
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341.
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28
TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 120.
s
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27
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32
INSTALL ASSOCIATED CONCRETE PRODUCTS CATCH BASIN TYPE G2 WITH TRAFFIC RATED GRATE AND
F 27
P.C.C. LOCAL DEPRESSION PER DETAIL HEREON.
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CONSTRUCT TEMPORARY 24" DIA. C.M.P. RISER WITH SOLID STEEL COVER PER
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
CALTRANS STD. PLAN. D75 TYPE OMP OR APPROVED EQUIVALENT., SEE DETAIL, SHEET 1.
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"PROVED
s
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CITY OF RANCHO CUCAMONGA
STORM DRAIN IMPROVEMENT PLANS
NOTE:
TRACT 15915
LINE "A"
C.CI
BEGINNING OF CURB RETURN.
ELEVATION: 1300.686'
OF 7
FOR LATERAL
PROFILES SEE
SHEET 7 OF
7
STA. 18 +98.89 to STA. 26 +05.61
j 61 -47
8. c
PLAN AND PROFILE
,,�.,��. ,
APPROVED BY: 7 DATE -;
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DESIGN DERBISH, GUERRA RE DE
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& ASSOCIATES
DRAWN SHEET
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OF
8331 UTICA AVENUE SUITE 150
of 4� a
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CHECKED RANCHO CUCAMONGA, CA 91730 DRAWING No.
tit
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CITY Ph. (909) 987 -4306 Fax (909) 941 -1528 1 Coll f P
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32 ° CATCH BASIN TYPE G2 4Ss1 coU rr
ORDERING INFORMATION: s
ASSOCIATED CONCRETE PRODUCTS, INC.
4301 WEST McARTHUR BOULEVARD X25' 25' 9 1
o SANTA ANA, CA 92704 /� 7
(714)557 -7470 7 18' - -18' 7 m � ZI +IL{,12 UCLIIJ6A A
14 =0 il"q", 1 "A13° 1
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11 B 3 F -8
0 t NZ 1
N
3.00' -4.17'- -o.as' T1P. � $ 12 0 °3
/REMOVE Pr_u(, Jot x15r,
F9SO� X Ag 50 u- 41 R/W 2 10 R/W
Soso .S FS Q 1/95 °08'52'E
LATERAL "A -6
____ ____ ____________
1.00' TYP. SAT. "A -11' 7 27 p N.65'44'O4'W. o �' eyyee
49.50 F.S. 18" rA. F LATERAL "A -7" 27.97'i 3 27 N " N GOORAPE PoLACE ze 3 27
R.C.P.
49.00 - _
.. ��� (A J RAW _ -__ -
�5. P.C.C. LOCAL - - - - - 0
og� s DEPRESSION 3c 2 Lf+'TEhfrL 1�EV I C
5 r w F d; z I be =oot1�.30 R Ys.00' 4=29 °58!y„ 1 N89 °5 ?'54" 2
F- y W m 26 3 3 EL EC= DOt3`I.6'iL -23.54 T= 12.Oy5n 33.87
N9y0 0o X SOF of N ° N f i'b _� 26
a s a o °' z7 0 „ E Q� C1� 35,12 END RGP
, p3 2 75 07 bla
3' WIDE P.C.C. °V" DITCH INSTALL ASSOCIATED CONCRETE PRODUCTS a a J - LATERAL �-F13
GUTTER PER TR. 15915 TYPE G2 CATCH BASIN WITH TRAFFIC RATED z_ "' " 5 �" EA1D PIPE
COMMUNITY TRAIL/PUBLIC GRATE AND P.C.C. LOCAL DEPRESSION J3= no .lam- 0 t 4,10
ACCESS PLAN (PUBLIC e
IMPROVEMENT PLANS, SHT. �' cj z "1- in
9 of 9). ° ° 3 cc y' ce 9
nOm .om� , 10 +83,37 11
LATERAL "A -11" BASIN DETAIL N00 o < m e ,V �y
32 yc 9.50'
NO SCALE 16 CL U' C8 is' 80 /8 ®0
9
l0 t 72,8G
SCALE 1 " =40'
5T.5TA.
U1 =9; V = 8.1a3'
1V1b°23'3(o 'E 37.50' 1
LATERAL ';REV 1 5" A
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PR+EPAREP VIUDER {pP IR�E�GT� 5UPER�1510N of
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INSTALL 30° DIA. R.C.P. STORM DRAIN PIPE, 1750 -0.
70
1
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N 65'44'04"W
LATERAL "A -9"
27.97'
CONSTRUCTION NOTES:
3 27
3
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24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
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INSTALL 30° DIA. R.C.P. STORM DRAIN PIPE, 1750 -0.
N
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INSTALL 42" DIA. R.C.P. STORM DRAIN PIPE, 1400 -D.
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CONSTRUCTION NOTES:
INSTALL 18" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
2
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24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
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INSTALL 30° DIA. R.C.P. STORM DRAIN PIPE, 1750 -0.
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INSTALL 42" DIA. R.C.P. STORM DRAIN PIPE, 1400 -D.
I
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CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE
N
"B ".
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11
CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE
d m
32
34 12
CONSTRUCT MANHOLE NO. i PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318.
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CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321.
u+ i+ a ,N�
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J17
CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331.
R
N
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CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336.
1 N
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CONCRETE PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329.
m
JTCONSTRUCT
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26
CONSTRUCT BRICK AND MORTAR PIPE CLOSURE, TYPE PER S.B.C.F.C.D. STD. PLAN 176A.
-
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27
INSTALL TYPE II TRENCH BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.
341.
�
LATERAL "A -10° I
28
TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 120.
s
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27
3 I
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32
INSTALL ASSOCIATED CONCRETE PRODUCTS CATCH BASIN TYPE G2 WITH TRAFFIC RATED GRATE AND
F 27
P.C.C. LOCAL DEPRESSION PER DETAIL HEREON.
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fffAAA
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CONSTRUCT TEMPORARY 24" DIA. C.M.P. RISER WITH SOLID STEEL COVER PER
CALTRANS STD. PLAN. D75 TYPE OMP OR APPROVED EQUIVALENT., SEE DETAIL, SHEET 1.
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"PROVED
s
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CITY OF RANCHO CUCAMONGA
STORM DRAIN IMPROVEMENT PLANS
NOTE:
TRACT 15915
LINE "A"
FOR CATCH
BASIN DETAILS
SEE SHEET 2
OF 7
FOR LATERAL
PROFILES SEE
SHEET 7 OF
7
STA. 18 +98.89 to STA. 26 +05.61
PLAN AND PROFILE
,,�.,��. ,
APPROVED BY: 7 DATE -;
q
'° I °d
1
CITY ENGINEER %" �" �_'''LC`,ct -, C '- R.C.E. No. 24953
.
DESIGN DERBISH, GUERRA RE DE
EGA
& ASSOCIATES
DRAWN SHEET
DGA CIVIL ENGINEERS LAND SURVEYORS 4
OF
8331 UTICA AVENUE SUITE 150
of 4� a
�°°•",„a,-"�,a�Serr
CHECKED RANCHO CUCAMONGA, CA 91730 DRAWING No.
tit
/EY;ga
CITY Ph. (909) 987 -4306 Fax (909) 941 -1528 1 Coll f P
'F�j F e-T -SH e&T !-A . 13 or
1
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USE BEVELED PIPE FOR ALL PIPE CURVES OF
90' RADIUS OR LESS m
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z , I °m •- 15" CIA. R.C.P.
STORM DRAIN AND
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15.00' WIDE STORM DRAIN
EASEMENT TO THE CITY OF
RANCHO CUCAMONGA
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STRUCTURE DETAILS, SHT. 2 OF 7. HEADS IN PLACE (TYP.)
I
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27
A 28 B
25 2 29
PRaTE� E %fST.
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SPRINT COMMUNICATIONS NOTICE:
f SPRINT
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III a
I I 3
Nam
z °
3.40' I I z
N
( 2 7 INSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
��J\
NOTE: CONTRACTOR SHALL NOTIFY MR. LYNN DURRETT, AREA CABLE PROJECT ENGINEER,
1-
W 0 O
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5" C.F.
L__I
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3
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OF REVISION
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11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B ".
II
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12 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318.
I I
_
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STORM
DRAIN IMPROVEMENT PLANS
1!1 z
13 CONSTRUCT SPECIAL MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD DWG NO 318 MODIFIED,
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CUCAMONGA
0—MANHOLE OCSHAFTIAND
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I
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25 CONSTRUCT 5' WIDE, VARIABLE HEIGHT TRANSITION STRUCTURE WITH CURB OUTLET AND P.C.C. CURB
AND SIDEWALK TRANSITIONS PER DETAILS SHEET 2.
aP %'�� /A�1
SECTION
B-B
27 INSTALL TYPE II TRENCH BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.
- -I
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'� -.L "(l � '- k - E i f R.C.E. N0. 24953
:--
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CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051:
DESIGN
DGA
i T �r T 7
DERBIS H, G V ERRA
REC D
29 CONSTRUCT REINFORCED P.C.C. WALK WITH MONOLITHIC CURB PER PLAN DETAIL HEREON.
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& ASSOCIATES
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30 0 RELOCATE EXISTING MAILBOX STRUCTURE 3.50' EASTERLY.
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SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE.,
DRAWN
Di
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8
31 RELOCATE EXISTING IRRIGATION WATER METER 2.5' WESTERLY.
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DRAWING No.
ELEVATION: 1300.686'
CITY
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( 2 7 INSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
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NOTE: CONTRACTOR SHALL NOTIFY MR. LYNN DURRETT, AREA CABLE PROJECT ENGINEER,
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W 0 O
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0- CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331
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25 CONSTRUCT 5' WIDE, VARIABLE HEIGHT TRANSITION STRUCTURE WITH CURB OUTLET AND P.C.C. CURB
AND SIDEWALK TRANSITIONS PER DETAILS SHEET 2.
aP %'�� /A�1
SECTION
B-B
27 INSTALL TYPE II TRENCH BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.
BENCHMARK.
CITY ENGINEER
f
'� -.L "(l � '- k - E i f R.C.E. N0. 24953
N.T.S.
341
9
��
28 CONSTRUCT TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 120.
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051:
DESIGN
DGA
i T �r T 7
DERBIS H, G V ERRA
REC D
29 CONSTRUCT REINFORCED P.C.C. WALK WITH MONOLITHIC CURB PER PLAN DETAIL HEREON.
N
pp�� c c 7 r�'�
& ASSOCIATES
m �
N N
30 0 RELOCATE EXISTING MAILBOX STRUCTURE 3.50' EASTERLY.
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE.,
DRAWN
Di
h OM
Z
SHEET
8
31 RELOCATE EXISTING IRRIGATION WATER METER 2.5' WESTERLY.
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8331 UTICA AVENUE SUITE 1.50
5 OF `,
a II -'
4 U >ti
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RANCHO CUCAMONGA, CA 91730
DRAWING No.
ELEVATION: 1300.686'
CITY
Ph. (909) 987 -4306 Fax (909) .941 -1528
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DRIVE
Catch Basin Detail
N.T.S.
MANHOLE FRAME AND EXIST. GARDEN
COVER PER RANCHO CUCAMONGA WALL
SID. DWG. NO. 310.
5.90'
0.50'
2.50' 3.40'—
0.98'
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CONSTRUCTION NOTES:
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II
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SPRINT COMMUNICATIONS NOTICE:
f SPRINT
z
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Nam
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3.40' I I z
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( 2 7 INSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
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NOTE: CONTRACTOR SHALL NOTIFY MR. LYNN DURRETT, AREA CABLE PROJECT ENGINEER,
1-
W 0 O
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Lateral '13-1' Catch Basin Detail _
N.T.S.
0-ii *4eer W. ! -t of
CONSTRUCTION NOTES:
�( 1 } INSTALL 18" DA. R.C.P. STORM DRAIN PIPE, 2000 -D.
SPRINT COMMUNICATIONS NOTICE:
f SPRINT
7
( 2 7 INSTALL 24" DIA. R.C.P. STORM DRAIN PIPE, 2000 -D.
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NOTE: CONTRACTOR SHALL NOTIFY MR. LYNN DURRETT, AREA CABLE PROJECT ENGINEER,
PHONE (909)873 -8022, AT LEAST TWO (2) WORKING DAYS PRIOR TO STARTING ANY WORK
--
( 4 } INSTALL 24" CIA. R.C.P. STORM DRAIN PIPE, 3000 -D.
IN THE VICINITY OF THE SPRINT FIBER OPTIC CABLE FACILITIES.
DESCRIPTION
OF REVISION
DINE
Cm
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APPROVED
Iry cD `�'
( 9 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300. SEE PLAN FOR "W°
'�/
CITY
OF
RANCHO
CUCAMONGA
z V
11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B ".
CD 0
z
12 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318.
_
`
STORM
DRAIN IMPROVEMENT PLANS
1!1 z
13 CONSTRUCT SPECIAL MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD DWG NO 318 MODIFIED,
Y
DETAIL N PLAN; M =0 ". INSTALL MANHOLE FRAME AND COVER IN FLAT TOP, SEE PLAN DETAIL HEREON.
TRACT 15915
CUCAMONGA
0—MANHOLE OCSHAFTIAND
-
36" OPEN GRATE COVER AND FRAME, A PLANED NO. A- 125134
OR APPROVED EQUAL.
LINE �Ji E 77 B 99
0- CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331
— -
25 CONSTRUCT 5' WIDE, VARIABLE HEIGHT TRANSITION STRUCTURE WITH CURB OUTLET AND P.C.C. CURB
AND SIDEWALK TRANSITIONS PER DETAILS SHEET 2.
aP %'�� /A�1
APPROVED BY:
A '� DATE
27 INSTALL TYPE II TRENCH BEDDING AND SHADING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.
BENCHMARK.
CITY ENGINEER
f
'� -.L "(l � '- k - E i f R.C.E. N0. 24953
341
��
28 CONSTRUCT TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 120.
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051:
DESIGN
DGA
i T �r T 7
DERBIS H, G V ERRA
REC D
29 CONSTRUCT REINFORCED P.C.C. WALK WITH MONOLITHIC CURB PER PLAN DETAIL HEREON.
2" BRASS DISK IN CONCRETE CURB STAMPED
"CITY OF RANCHO CUCAMONGA BM 10051 1897"
pp�� c c 7 r�'�
& ASSOCIATES
30 0 RELOCATE EXISTING MAILBOX STRUCTURE 3.50' EASTERLY.
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE.,
DRAWN
Di
CIVIL ENGINEERS LAND SURVEYORS
SHEET
8
31 RELOCATE EXISTING IRRIGATION WATER METER 2.5' WESTERLY.
AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF
8331 UTICA AVENUE SUITE 1.50
5 OF `,
BEGINNING OF CURB RETURN.
CHECKED
RANCHO CUCAMONGA, CA 91730
DRAWING No.
ELEVATION: 1300.686'
CITY
Ph. (909) 987 -4306 Fax (909) .941 -1528
1,41j 'p
0-ii *4eer W. ! -t of
7
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T.C. = 1328.14, F.L. = 1327.64
1 P.C.C.
Cb. Sta. 3 +67.32 M.O.C. UP= 1327.88
T.C.= 1328.84
Cb. Sta. 3 +66.63 ENO C.B. HARNE COURT
T.C.= 1328.11, F.L.= 1327.28 1 j --
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Line "C" Catch Basin Detail
* ADDITIONAL NOTE:
USE BEVELED PIPE FOR ALL PIPE CURVES 01
90' RADIUS OR LESS
1
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0
U
0
L
0
0
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Line "D" Catch Basin Detail
DESCRIPTION OF REVISION DATE '
APPRROO
VED
lel/Nia r
CITY
OF
RANCHO
CUCAMONGA
303
STORM DRAIN IMPROVEMENT
PLANS
TRACT 15915
Line "C" & Line
"D"
PLAN AND PROFILE
BENCHMARK:
APPROVED BY:
DATE -L -4' `7Z
CITY ENGINEER ✓�- �- �- '',�!{ # "`
� � ��
R.C.E. No. 24953
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051:
C BRASS DISK IN CONCRETE CURB STAMPED
" CUCAMONGA BM 10051 1897"
"CITY
DESIGN
DER$ ISH, GUERRA
REC M
OF RANCHO
DGA
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
& ASSOCIATES
TES
JJ 1H 1 LJ
SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE'
DRAWN
SHEET
AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF
BEGINNING OF CURB RETURN.
DGA
CIVIL FNCINEERS LAND SURVFYORS
Qr y. J�
V �r
OF
ELEVATION: 1300.686'
CHECKED
8331 O CU AVENUE SUITE 150
RANCHO CUCAMONGA, CA 91730
DRAWING No.
CITY
Ph, (909) 987 -4306 Fax (909) 941 -1528
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CONSTRUCT 32.05 L.F. I aIz _I CONSTRUCT 4.00 L.F. QjD,22 -13.0 c.f.s.
24" DIA R.C.P. 2000 -D 24" DIA. R.C.P. 2000 -D V =6.1 f.p.s. Lateral "A -13"
Q,. X2 =114 c.f.s. 01.00%
V =19.5 f.p.s. Lateral "A -T'
Lateral "A -6" Lateral "A -12"
CONSTRUCTION NOTES
20 CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329.
26 CONSTRUCT BRICK AND MORTAR PIPE CLOSURE, TYPE "B" PER S.B.C.F.C.D. STD. PLAN 176 A.
1
�0
_. . L
Q,,02 =10.9 c.f.s.
V =5.6 f.p.s.
Lateral "A -8"
241 L.F.
c.E.s.
A
LU
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STORM DRAIN IMPROVEMENT
PLANS
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CONSTRUCT 32.05 L.F. I aIz _I CONSTRUCT 4.00 L.F. QjD,22 -13.0 c.f.s.
24" DIA R.C.P. 2000 -D 24" DIA. R.C.P. 2000 -D V =6.1 f.p.s. Lateral "A -13"
Q,. X2 =114 c.f.s. 01.00%
V =19.5 f.p.s. Lateral "A -T'
Lateral "A -6" Lateral "A -12"
CONSTRUCTION NOTES
20 CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329.
26 CONSTRUCT BRICK AND MORTAR PIPE CLOSURE, TYPE "B" PER S.B.C.F.C.D. STD. PLAN 176 A.
1
�0
_. . L
Q,,02 =10.9 c.f.s.
V =5.6 f.p.s.
Lateral "A -8"
241 L.F.
c.E.s.
A
tM7
w
_JP
8 '1.00 :I p,00 X2 2.1c
_�
L.P. 24r V 12 fPa.'T
D� ® }2Xi I
Fi
Lateral "A -14" Lateral "
BENCHMARK:
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051:
2" BRASS DISK IN CONCRETE CURB STAMPED
"CITY OF RANCHO CUCAMONGA BM 10051 1897"
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
SWANSON PLACE 0.25 MILES WEST OF EIIWANDA AVE.,
AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF
BEGINNING OF CURB RETURN.
ELEVATION: 1300.686'
- i -
l
WE
IN
or
DESCRIPTION OF REVISION
f
rE 7+ 5-t
350 .3 , F
I
_. T
I
iIRS,
tM7
w
_JP
8 '1.00 :I p,00 X2 2.1c
_�
L.P. 24r V 12 fPa.'T
D� ® }2Xi I
Fi
Lateral "A -14" Lateral "
BENCHMARK:
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051:
2" BRASS DISK IN CONCRETE CURB STAMPED
"CITY OF RANCHO CUCAMONGA BM 10051 1897"
AT THE NORTHWEST CORNER OF BASE LINE ROAD AND
SWANSON PLACE 0.25 MILES WEST OF EIIWANDA AVE.,
AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF
BEGINNING OF CURB RETURN.
ELEVATION: 1300.686'
- i -
l
WE
IN
or
DESCRIPTION OF REVISION
f
rE 7+ 5-t
350 .3 , F
I
_. T
I
CITY
OF RANCHO CUCAMONGA
I
-
STORM DRAIN IMPROVEMENT
PLANS
TRACT 15915
b
w -"
LATERAL PROFILES
LATERALS "A -1" through "A
-15"
APPROVED BY:
_ ..
DATE c `
CITY ENGINEER
R.C.E. No. 24953
DESIGN
DERBISH, GUERRA
RECOMME DE
& ASSOCIATES
DRAWN
SHEET
DGA
CIVIL ENGINEERS LAND SURVEYORS
rY'�
7 �1
8331 UTICA AVENUE SUITE 150
OF
CHECKED
RANCHO CUCAMONGA. CA 91730
DRAWING No.
DATE
CITY
n rsosl 987 -a.3os Fax Aso � sal -r2s
IIrpgS p
APPROVED