HomeMy WebLinkAbout1924-D OEM
GENERAL NOTES MR
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE THE CITY OF
PLANS,
STANDARDSRANCHO CUCAMONGA
OCONSTRUCTION
CONSTRUCTIONPUBLIC WORKS T EDITION, I 15665
NCLUDING ITSTENTATIVE PARCEOL MAP SUPPLEMENTS OF AMENDMENTS. CONTRACTOR FAMILIART " RCP f - PLAN) App
686 1
SHALLa LOAD I\
POLES,2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER mr U2 CONSTRUCT 72"' RCP (D-LOAD PER PLAN) 749 LF
WATER METERS, VALVES, HYDRANTS, a SHOWN OR NOT CONSTRUCT " RCP (D-LOAD PER PLAN) 120 LF
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJAT
REMOVED,AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE CONSTRUCT11 (D-LOAD
RELOCATEDL T STORM DRAIN IMPROVEMENTPLANS _.
TO THE CITY OF RANCHO CUCAMONGA. (J5 CONSTRUCT 30" RCP �D-LOAD PER PLAN) 604 * LF�j
a ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE /11% A
' 4 CONSTRUCT WI RCP CLASS IV l M
HIMSELF DAMAGE T T Y 010 ®
TO EXISTING FACILITIESLT " µ 5 W 7 T " AnM
4
FROM HIS OPERATIONS, WHETHER OR SUCH FACILITIES ARE SHOWN ON
,„T
THESE PLANS.
TCONSTRUCMANHOLE NO.2T T a 319 3 EA
R
DEPARTMENT 7
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
U9 INSTALL CONCRETE BULKHEAD PER DETAIL ON SHEET NO. 6. 2 EA
PUBLIC WORKS ENGINEERING T
CONETRUCTICN WITHIN ANY CITY OF RANCHO CUCAMONCA EASEMENT OR ~4" _ N "
1 CONSTRUCT CURE OPENING CATCH BASINPER CITY STD
w.
RIGHT-OF-WAY. `._uLu1
(SIZE PER PLAN)
5. ALL GRADE STAKES SHALL BE T BY THE CONTRACTOR
PAVING STAKES SHALL BE SET AT ALL HINGE "
OF 1 T LIGHTFILTER
POINTS T a 1 T A AND T T " " RIP-
T L
uj
THAN 50 FOOT ® ADDITIONAL PAVING STAKESY BE REQUIRED
CURVEBY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL T T NO. i PER CITY STD 330 1 EA
SHEETSEE 6 FOR DETAIL
aALL A T A ELECTRIC, GAS, PHONE OR T , a
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
"
7. T T , T BACKFILL, < -N-
" L
COMPACTINGL LL BE PERFORMED 0
I 1 IQJ4 CONSTRUCT MANHOLE NO.4Y STD. 321 3 EA
SHALLAT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
THESE COMPACTION TESTS BE SUBMITTEDTO THE CITY ENGINEER FOR " T L a TY a
APPROVALT LMATERIALSU5
31B I EA
THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTEDd`'► i < U6
T . 0'' L 1
EA COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT REMOVE AND REPLACE EXISTING CHAIN LINK FENCE AND A.C. PAVED
PAVING. 11SERVICE ROAD
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALST L �. ,
TSUBMIQ (�C/)
INSTALL TL T . . L
DETERMINATIONS 6 FOR DETAIL
L aANALYSIS AND
SAND ?� - I SEE SHEET '
® SIEVE
EQUIVALENT BASE.10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT LINE111311
4 � ��4j CONSTRUCT // 19 ARCH IPE RCP Q
D-LOAD PER PLAN). 53 LF
TESTS TAKEN TO DETERMINET F
° " (�5) CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD
PLACED11. WHEN IMPROVEMENTS ARE TO BE L WHICH CONSISTS DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE "
MATERIALOF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING (�6) CONSTRUCT CONCRETE COLLAR PER SBCFCD S.P. 167 SEE SHEET 6 FOR DETAIL I EA
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 00 15.9 cf�
L LATERAL3- L T a sT a 9 1 EA
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON A A SOILSm, 1 CONSTRUCT J.S. NO.2 PER CITY STD. 331
E j
STERILANT REGISTERED BY THE E.P.A. A.C. AND P.C.C. ERAL - I
SHALL " 1 CONSTRUCT 12 RCP 19 L.F
FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 0100=11.1 CfS
• ' 1 (�q) EVL �.
13. T T L�T���L �IDi E
OF THE DEVELOPER, THE CONTRACTOR SHALL
OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A I
T 1 WSONI 1 .3 AJSTTO 2E
PLANSREQUIRED BY THESE Y LISTED IN THE ESTIMATEa At- �� C BoaVO, =5.q cf5
11 r/ � 7
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
LEGEND,
-AlLATERA
A
" BOP BOTTOM OF PIPE
a T TXA ARROW ROUTE
It m T -�-
PIPE
SHALL BE CONSTRUCTED AT EACH INTERSECTION. �, J ----� TIC TOP OF CURB
4
RESPONSIBILITY15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM FL FLOWLINE
co
T V r T 8TH 5T.
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS zl� NET. Oloo=29.7 cfs
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, "'- LINE111311 . 1 -N-
&
SHALL16. WORK SITE AND EXTERIOR STREETS , I srad sr.
FREE LY STATE, THROUGHOUT CONSTRUCTION. T _
CLEANED UPON REQUEST OFT . . " 6TN STREET
LATERAL "B-lCu IZS\\ T C2LJ"I' VIIA A 5
F� �
17. UTILITY IR SECTION "%B-5" 6N 914EE6T 6.
EXCAVATION. Lu _ CONSTRUCT PIPE CONNCCTION PF_R CITYlow ME= 1 EA
ALL T T // /1 STD• 32'3 SAS 1 .
SHALLDAY CREEK CHANNEL RIGHT-OF-WAY w
INVERTS AND 4,000 PSI WITH "B
1 11 GRADATION IN! L WALLS. CONCRETE FOR ROCK INLET .Ap1 <
AND OUTLET Q
STRUCTURES, BOTTOM CONTROL, SPLASH
STRUCTURES SHALL BE 560B OR C3250. z
I r < H
.
FOLLOWING*PROVIDED FOR YOUR CONVENIENCE ARE THE
4TH STREET
010 =242.6 cfsA GENERAL TELEPHONE 1-800-427-2200r
Lu
B. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 > VICINITY MAP
216
N. EUCLID AVENUE ADQ TQRM DRAIN LA'C'�t��,(_ LA►T l3-fL? t,AT -�i A�iD I3 N.T.B.
ONTARIO, CA 91762 < UG tE{�I;S EN�,�.(QRG 2 -c�o,�D�� tl THOMAS BROTHERS 2000
I I FESS/0PAGE 603, GRID F-4
a T ( ` �`� REVISION BY: THiFNRS ENG. T,1S® .6 SECTION 17
9641 SAN BERNARDINO ROAD II`tG REVISED tP_ A ArL1 K Y ASL EKT
v IC2600 VALL�y V15N` ASSOCIATES
CA 91730 Oa 293 m
® - �' o " cr_1 Exp: 3�3r'a� rr' ZL LA M 1 RADI-� 1 GA • REVISION �(
RANCHO A
D. MARKS CABLEVISION (909)
987-6275
FOOTHILLBLVD. � cnjgTZ2Y 1
10808 1 11. ®� �,/ LOWER S.D.PIPES, ADD S.D.LATE ALS, REMOVE S.D.LATERALS,
RANCHO CUCAMONGA, CA 91730 ' CF CALIEQ , f ADJUST T®GRAVE SDMH, ADD LATERAL PROPILES A-I, A-2,A-3, B-I AND
I� t^� ` �( -2 PER Q �20 -b0664 t2 Q THIS ES N66INC, '�r)-0 ly
t HAI t✓��K I. C�G!''�A IA 1 Y DATA.
® i i TI REVISION TE T
4- APPROVED
NOTICE TO CONTRACTOR u F3
< BENCH MARK,
T e
T Acu
" SAN BERNARDINO COUNTY
STRUCTURES, • (MAIN LINES ONLY t1 "B 70-25 196811. BR. DISK IN CITY OF PANCHO CUCAMONGA
AT Y 1 CONCRETE BRIDGE T T
MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER
Gio =6.5 cfs PLAN AND PROFILE
ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE ON ELEV.= 1128.038
LOCATION SHOWN.
' 0100=30.0 cfsSTORM DRAIN PLANS
LATL "A-10 LATERAL -
PRECAUTIONARYTHE CONTRACTOR IS REQUIRED TO TAKE DUE T T
is Gio =20.2 cfs PARCEL MAP NO, 1 5W
ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND Ruoff ON-SITE1 e
UTILITIES NOT OF RECORD OR T SHOWN ON THESE PLANS.
EXTENSION
14 v
CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2
ifESSI -2
WORKING DAYS PRIOR TO EXCAVATION. o=66.2 c s0 tilt APPROVED BY a4 TE
LINEt t
LILATERAL A-4 ss/0 Ilk- N, MY EAGMER
=45.8 cfs
1a t�, is `�f�, 1 o
WERSUM MWOF ALERTu
� ���t. VII : ! INC. I A. CIVIL EWAE09S
NO. 762 T
t I L1! Pa -��-os aJ ,
f
STREET 1 . 93 Y Ta
` = a f 1 �`
® A M(RAA C 9 ,3 ��T� brvtd �,� WEBBRIVERSIDE
G4. 92506 SHEET
OP LWF 1 1 686-1070
-2500 INDEX MAPq CIVIL �\P _ aJ.f�./ O
F
FC
At-tFQa
7W MMM WS B910W DM SCALE I"=100' � CHECKED R.C.E. AA9. C44762 DRAW4.-- D
t !a W 'IA N DAtE S.H. 1211512003
PROUECT SHEET .
BENCH MARK
SAN BERNARDINO COUNTY
"BM 70-25 1968". BR. DISK IN
I CONCRETE BRIDGE ABUTMENT
_4_
_J_
7+
J
ELM= 1128.038
INED Y CITY
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PROFILE SCALES
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Uol HORIZ . 1 =40
VERT .
T
1 =41
1- 2 1 1
10 12 13 14 16 1
9.63 L-F or z4 Pcp
D- 1500 --S= 0.341.3
REMOVE THE ABAI`COIl0
10 a WATER WITHIN 111E
Lj_/\Y CREEK Cj'-I-rl-\- Nj\]E:L Sta. i6+77.97=
CMT11ICTION AREA ST Sta. 26+99.70 1082.41 FS CONSTRUCTION NOTES
LATERAL A -1 6' GENJEL CO EAS" TO BE VACATED (1075.63)* BOP- EX 16" WAT-
1073.50 TOP 22.5"X36.25"
EXIST. CABLE TO BE RELOCATED 3 CONSTRUCT 48" RCP (D-LOAD PER PLAN)
401 ARCH PIPE RCP
HO Z I S RD11\10 CDUJN_�Y AMM 'RE CATCH BASIN Lu
VERT 1 40' -N- M PROTECTED IN PLACE >
5LOOD CON-fROL I/ < U4 CONSTRUCT 36" RCP (D-LOAD PER PLAN)
8.q4 1 6 4.q-q I I, 11 11 11 1 11-1-1
A el A Af% U5 CONSTRUCT 30" RCP CLASS IV
Q LOAD PER PLAN)
C
W 14' V 8-.97-
III St Sta-22
cc ZL -15 6 6-3 -7+52-.G*
56 P IM 1\1 0
59' 25' tr-r\j,% FLITURE 24"RVFE� N-IZPI 27t 6 U7 CONSTRUCT IB" RCP CLASS IV
_j /hlr1*7_ KA T�� 4074-.a-3-INVA
-1 NOT MAINTAIN 9Y 01
PJAREB-By-c- RCPJ
AT] A-1 P,,I-\R C 8 ("""T'� sToRm I?P\Alf4 END 18
z
_j CONSTRUCT MANHOLE NO.2 PER CITY STD. 319
Y k-21 U8
Lu StA. 10+19.37 UW
9 825
END�30" RCP M __1N
INSTALL CONCRETE BULKHEAD SEE SHEET NO. 6
107 .68 FL�\ FUTURE 24" RCP ON @ 5% // 9 FOR DETAIL
PRI VAT If IJ
STORM PRAM
@ *531 (MOT MAINTAINED BY CITY)
PROPOSED F N /ST . I., 4\n 577.09 UO CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD 300
OF STORM DRAIN 10 128'
BE LAT A-1 76.10 TOP 18 �j (SIZE PER PLAN)
106 .79 FL S=O 0625 le-111
a:�_ 24 11
A 10+02102 1�� I I - U2 CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY STE! 330
ii13 FL ELEV."S" N89 053'07'F--228-5�* 2 12.2-1 Z2�_ 1 -I'[-! I �I-- -
. I SEE SHEET NO. 6 FOR DETAIL
uw�
EXIST TER 7_ 17
ILI , 't 1 14 lb
-12 UJb
4 --.cu
P E IN ad
ROT kCE O � Cu U4 CONSTRUCT MANHOLE NO.4 PER CITY STD. 321
36 cu
REMOVE AND REPLACE EXISTING CHAIN LINK FENCE AND A.C. PAVED
N30 22 I'F- 3. Sic U
`7
k0 SERVICE ROAD
le-N
100 YE 3 ��Tff�-SITE INSTALL OUTLET PROTECTION BARRIER No.2 PER SBCFCD STD. NO.1
DARY
N30 12'2 1' 24.191 PROPERTY BOLINDARY cu 25' WIDE DRAINAGE (�2)
_GL 11 1 0 -:0 \1 ----EASE��ENT AL
C -4 CL EXIST. 16" WA 0 z SEE SHEET NO. 6 FOR DETAIL
B4 3 E A co qr
.10+ < + CON Lu
CL (D-LOAD 1800).
C) 10159 FL III EXIST. 10' WATER >> F-4
A Z:5 w i (�4) CONSTRUCT 22.5" x 36.25" ARCH PIPE RCP
ll -1 i-K ��
S 1! m_j
1 6!5.1), T P 16" WATE zz,
ta.10+WOOO STORM ?RAIN C� A 60 4.
1078 EASEMENT L (a Q
52+49,'t CHANIl 1085 INE "An Ly a Z
0 8
Ob OU 1481v C�1- 28 CONSTRUG1 J. S. NO. 2
- .0 1_j B = 30 CO Lu___� I PER CITY STP. 331
'GIN L m M- 91
A 00 i:z-,<� I i( -
u_ 11 41t'u- C = 3.1 N 90
-to) Lo + w
C) <1 + 0
A 1 4 . �e ""En LO cO D,= 36" 0/64 Mr-TRUCT J. G. M0.4- �fR CITY STO. .33.3
W III 1A 1 h
r C 5 2
4 cc w
f- cc _G RCP w to M 0 V ff- AKP PLUG.
HYDRAULIC DATA S�l w! . 0+3 .06 BC _j 66 D2= 4831
I A C>0
4, a' ch L = 7.1*
0 100 = 14-13 CfS 4�� SD Sta. i6+87.97= LOWER, SD PIPES, APP S.D. LATERALS, REMOVE S.D.LATCRALS, APv
ELEV 5-- 1070.13
V100= (0.4 fps ST Sta. 26+99.70 1082.58 FS LI)'u Li�LATERAL PROFILES A-1, A-2, A-3, ARJUST TO GFAPE SDI�AW PER
ELEV R-- 107032 < A9JUST 7-0 GRADE
Iq 0 PROPOSED F G. @ 1074.76 BOT. 8" SEWER EX. GAS LINE 4LO -7-OD.9- 00,�:;,(24: 1 1 712/04 --------
16' 25' 16' -j co CONTRACTOR TO VERITY cif�
1073.54 TOP OF 22.5"X36.25 DESCRIPTION OF REVISION DA TE
1071.77 0_j OF S.D. )FESS/0 EXACT ELEV. IN FIELD APPROVED
LL ARCH PIPE RCP
_r PRIOR TO CONSTRUCTION
+ Z
INV. cu U)IO& 1----i
cu ay,I"qQ C-D
EXIST. SERVICE ROAD + /x <C_1 EVISED ELEWTIOHS 5Y WC56 A5!;0C_1AT4ff5
0 A = 30* �,e k -- !�SQCONSTRU,�_T 24" FCP, CLAS_�; IV R
AND CHAIN LINK FENCE
CL B = 48 -CIO LLIJ
CD m
P cn C = 8.6' 100 YEAR No.043293 m X 0
W cn if ui
=Itt z cr. Exp: EE ZL'�Q)ICOWSTRUCT 12" RCP CI T Y OF RA NCHO CUCA MONGA
1080 - 1080
---ter IX c 111.
4_4 22 % A
1068 4Z.1) w 0 a z9L 1076. 71 TENTATIVE PARCEL MAP NO. 15665
b zt K- c
cz� -f.- -,D %�_ I N v
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"n
A PLAN AND PROFILE
n 9
1.0 Zn 2 b�cq) CA zi�KEV1910m THIUE9 EM99, INC.
:zz 0 HYDRAULI C DATA 16800 VALLEYVIEW AVE STORM DRAIN PLANS
BENCH MARK. 14.11 L.r-.- oF 2+" RCP NOTE@
STORM DRAIN CURVE DATA 0100 0-ro cfs LA M11WA CA qO636 - 11
SAN BERNARDINO COUNTY D-1500 '-' S =0.168(o T V100 0.8 fps CONTRACTOR TO VERIFY THE LOCATION LINE "An
"BM 70-25 1968". BR. DISK IN 0 R L I Sta. 10+24.91 to Sta. 17+20.97
1072- 1 c? AND ELEVATION PRIOR TO BEGINING OF
CONCRETE BRIDGE ABUTMENT INV CONSTRUCTION.
A 61?40'46" 45.00 46.87' 2 1073.0 --ESSI DAM
REV.= 1128.038 A LATERAL "A-31t INV PROTECT IN PLACE EXISTING UTILITIES. 0 Hit APPMVED BY
,In HAI[?DDK I.AGHAIAN 407 e6l MY E16D\8W RXE. A19. 24953
_W0 R I Z 10_=4C� 4�
A RECOMWAVED
T 1" 40' 0 m DESIGN
VER NOTICE TO CONTRACTOR
cn -4
1070 1 "=40 ' A L B E R T A.
to I ;v
GRAPHIC SCALE - CI VIL E WME RS
&S 4-L-I=. 12 c,D NO. C44762 R.JP. IPA& no-w-01-
11-2 &MIEF" ffi9VIX AUWT D-2000 ---%S=O.(0Ir0 ALL STRUCTURAL CONCRETE TO BE USED WITHIN SAN BERNARDINO FLOOD CONTROL D(P. 3-31-06 3788 MCCPAY ST.
2 o1z Pyc DAY CREEK CHANNEL RIGHT-OF-WAY SHALL BE 4,000 PSI WITH "A GRADATION IN ALL civ%%- DRAWN BBRIVS:61DE CA. 92506 SHEET
CA U go TOU FA ff INVERTS AND 4,000 PSI WITH "B" GRADATION IN ALL WALLS. CONCRETE FOR ROCK INLET 40 20 0 40 80 120 OF CAL%f Cv: A SOQIATES (909) 686-1070 2 6
LATERAL " Al' RJP. OF-
1-800 AND OUTLET STRUCTURES, BOTTOM CONTROL, SPLASH PADS AND OTHER PROPOSED A DRA
HORIL I" = 40'-, STRUCTURES SHALL BE 560B OR C3250. CHECKED R.C.E. AA9. C44762 NO.
121151200.3
-2600 VERT I" S.H. DAM'
7W IMM DAYS BYGE)W
PROLIECT SHEET NO. OF
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T
F-
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al
BE
NCH MARK.
SAN BERNARDINO COUNTY
4 "BM 70-25 1968". BR. DISK IN
CONCRETE BRIDGE ABUTMENT
ELM= 1128.038
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EXISTING D-IANNEL
Q Lu R/W
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Lo EXISTING a*4EL,-,_ ED STORM Ec 25 COMMUCT J.9. NO.4 PEP, CITY STD. 333
:��, 0 UJ� ) Z +0 ZA@
AIN EASEMENT STA 16+71.06
Cu �l
+ -7 C- F 7 j < Ir
,--a CONSTRUCTION NOTES
Lo ------- ---------ac--------- 'N\ -
LFJ J-7 ----- . ...... . . ....z --N-8-9-047�§V IF---- ol
N- CONSTRUCT 78" RCP (D-LOAD PER PLAN)
U) ULJ LLJ
NOO 155.31'
-Z -- ---------------------------
ef -- --------- - ------- CONSTRUCT MANHOLE NO.2 PER CITY STD. 319
ov \11\4
�M'Vfff3-'�0 c I-,"-
co 4�9
co m
cr> '�-&l REMOVE EXISTING BULKHEAD AND JOIN PIPE.
+ +\ 19
M0000(o 46
11- 16, rUTU IZE
cd 15' FOR DETAIL
16 4�2. Lu cw:� S= 0- 2411 H opF- QJ6
5-: PROPOSED STORM CONSTRUCT CONCRETE COLLAR PER SBCFCD S.P. 167 SEE SHEET 6
PiANNE-C -- r
En 12 PIPE
0
26 R/W Lo ORAIN EASEMENT Cf> LATE AL -2 Jowl%&
+
cu CORSTRUCT 24" IZCP CLASS IV
--------- F�Tu l?r, 12 "H DPI!� P I Pr,
N -LATERAL
EXISTING juNcTidN sTRucTuRE cn p PF-IVATI5, STORM PRAIM LOWE tD. PIPES, S.D.LATERALS, REMOVE 61).LATERALS, A90
PER LACFCD STO DWG. NO. 2-DiBg Sta. 13+38.93 EC (MOT MAIMTAIMEL-) BY CITY) PROFILtS 13-1 A110 B-2, Al2JUST TO GRAVE SPMH PER PRC 2003
MATCH LINE ZL� 20k!�1:4�-1 2�V DA TE
DESCRIPTION OF REVISION APPROVED
SEE THIS SHEET, AT RIGHT C�c�
Co 1;**
>
4-
107 CI T Y OF PA NCHO CUCA MONGA
co
W co
tl-co TENTATIVE PARCEL MAP NO. 15665
STORM DRAIN CURVE DATA
0 A R L T @ PL A N A ND PPOFIL E
STORM DRAIN PLANS
A V59'23' 50.00, 26.18 13-40 A NOTE@
N
BENCH MARK: ZLSREVISIOU 5Y: THIEMES EQ�Qt IkIC. LINE OF
04 SAN BERNARDINO COUNTY CONCRETE COLLAR B 90000,00 60.001, 78.54" 50.00, 16800 VALLEYVIEW BLVD. CONTRACTOR TO VERIFY THE LOCATION
61 "BM 70-25 1968". BR. DISK IN LA MIMA, CA 90638 AND ELEVATION PRIOR TO BEGINING OF Sta. 10+42.00 to Sta, 17+16.04
DETAIL c 5103 #36w 50.008 44.98 24.14' CONSTRUCTION.
CONCRETE BRIDGE ABUTMENT P,
; ii i�-ESSin AFPRO
.038 SCALE = i" = 20' PROTECT IN PLACE EXISTING UTILITIES. VED BY DA TE
ELM= 1128 CITY EAGMEM R.CE. AA9. 24953
UA I RECOMAEWED
HAIDOOK I. AGHAIAM w DESIGN
NOTICE TO CONTRACTOR NO.043293 m GRAPHIC SCALE 1 "=40 ' w U) -4 ;V A L B E R T A. CIVIL Emlwsqs v4A6
Zo NO. C44762 IV.
F-xp.1/, EXP. 3-31-06 -C
MOM" SMIM AUWT 3788 ft RA Y ST.
ALL STRUCTURAL CONCRETE TO BE USED WITHIN SAN BERNARDINO FLOOD CONTROL WEB RIVERSIDE 04. 92506 SHEET
DRAWN
CALL TOL L FRff DAY CREEK CHANNEL RIGHT-OF-WAY SHALL BE 4,000 PSI WITH "A" GRADATION IN ALL Civil. AS 0 C IATE (909) 686-1070
40 20 0 40 80 120 OP CAL-%f 3 6
FOR ROCK INLET U CA R.JP. EN G OF
1-800 INVERTS AND 4,000 PSI WITH "B" GRADATION IN ALL WALLS. CONCRETE —
AND OUTLET STRUCTURES, BOTTOM CONTROL, SPLASH PADS AND OTHER PROPOSED CI-ECKED E. IVO.-C44762 DRA WING NO.
227-2500 STRUCTURES SHALL BE 560B OR C3250. S.H. DA 7E* — lg—caq-D
7W IMM DAYS B9VW VW DM PROJECT SHEET NO. OF
L
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17 18
NOTE@ -CONSTRUCTION NOTES
_A/ 8
CONTRACTOR TO VERIFY THE LOCATION CONSTRUCT 78" RCP (D-LOAD PER PLAN)
AND ELEVATION PRIOR TO BEGINING OF
CONSTRUCTION. CONSTRUCT 72" RCP (D-LOAD PER PLAN)
STORM DRAIN CURVE DATA 1 -.00
PROTECT IN PLACE EXISTING UTILITIES. CONSTRUCT 24" RCP CLASS IV
0 L CONSTRUCT 18" RCP CLASS IV
A
0 CONSTRUCT MANHOLE NO.2 PER CITY STD. 319
6��e� A -2��
UCT CURB OPENING CATCH BASIN PER CITY STD 300
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> (SIZE PER PLAN)
A
CONSTRUCT LIGHT RIP-RAP WITH FILTER FABRIC PER CALTRANS
WN WNLL SPECIFICATIONS SEE SHEET NO. 6 FOR DETAIL
5S' 611.00' 412.141 214.Za
ZZ A I �N
CID 4 U3 GROUT RIP-RAP PER CALTRANS SPECIFICATIONS.
14
_D -'4517 22 50 8.81 16.79'
Q 6,
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iza 13
/0 ft�� QJ4 CONSTRUCT MANHOLE NOA PER CITY STD. 321
a z 1 *12. +7,,," 22
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10
_j TRUCTURE NO. 4 PER CITY ST1D 333
U5 CONSTRUCT JUNCTION S
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SAN NITA VMS ADDED*STORM DRAIN LATERALS &5
i!� 7k R/W tkPPE1RTY' LIi - 00z0_9 y-
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To ABAN[)ONED
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CITY OF PANCHO CUCAMONG
-------------
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TENTATIVE PARCEL MAP NO. 15665
_----77-77,
FURRE PLAN AND PPOFILE
STORM
A BRAIN
N Q kj.
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170/ STORM DRAIN PLANS
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SAN BERNARDINO COUNTY V_ 0 %1 - GEN. FORP
03 Sta
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"BM 70-25 1968". BR. DISK IN To E VA m
0 ,;, --- - No.043293
13 m 14
14L �d + u 16i �%()FES, j DA
CONCRETE BRIDGE ABUTMENT IV4 Exp:3/-31/0a, s APPMVED BY TE16,
0) N or
CO Vi Exjs7-. GAS LINE RROPOSED vt R.CED 24953
ELEV.= 1128.038 1 0.0\� '47 To BE RELOCATED R/11 A& GRAbIRG RIPRAP DETAIL AN CITY EAGMEER
co 4 CIVI
33
A.. CA.. F CA 0�14 tit I RECOMAENDE9
P6, z, SCALE 1 4-0' DESIGV
C, ;mv I A L 8 E R T A. CIVIL &GIwou
0
ID 33' SCE EASEMeNT + 27 NO. C44762
NOTICE TO CONTRACTOR 44 R.Ijp.
Z8 ry q; EXP. 3-31-06
&COMM 07VICE ALERT GRAPHIC SCALE 1 "=40 - 3788 McCRAY ST.
Z4_� 8 coNsrRucrT JUNGTION STRuGTURE N#?- PEP, CIT\/ 3TD 331 iiid), clv%\. BBRIVERSIDE CA. 92506 SHEET
_S ENG INC- "1'-j 11 1 't DRAWN
ALL STRUCTURAL CONCRETE TO BE USED WITHIN SAN BERNARDINO FLOOD CONTROL FEVISION r3y : T141ENF N
CALL TOLL FRff 14g8OO VALLEY \/Ir--W AVE. Or AS 0 C 1ATE S (909) 686-1070
-OF-WAY SHALL BE 4,000 PSI WITH "A" GRADATION IN ALL R.JP. 4 OF 6
Q� DAY CREEK CHANNEL RIGHT ZL LA MIRPJ)P� CA 8
1-800 INVERTS AND 4,000 PSI WITH "B" GRADATION IN ALL WALLS. CONCRETE FOR ROCK INLET GONSTRUGT GONG. COLLAR PER 55CPGD SP. 167
5EE SHT- 6 FOR D[�TAIL 40 20 0 40 80 120 ChECKED C . NO. C44762 DRAWING NO.
DS AND, OTHER PROPOSED
227-2500 AND OUTLET STRUCTURES, BOTTOM CONTROL, SPLASH PA /f/0 f S.H. 7E. 1211512003 D
STRUCTURES SHALL BE 560B OR C3250. C,0N5TRUc.,T 3c RGF.
7w wwam imys aEnw vvu Dm RAIDOOK 1. AC-r"AIAN DAT PROLIECT SHEET OF
100�,
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0 h 0 1 _cIz N CITY STD. 321
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1090.4 80p IB- So SCRIPTION OF REVISION DA TE
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8 PLAN AND PPOFILE
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STORM DRAIN PLANS
NOTE"
BENCH MARK.
-2 STORM DRAIN CURVE DATA LINE "13-1
q SAN BERNARDINO COUNTY CONTRACTOR TO VERIFY THE LOCATION
_C3 - AND ELEVATION PRIOR TO BEGINING OF
'IBM 70-25 1968". BR. DISK IN - Sta. 15+60.26 to Sta. 21+81.28
CONCRETE BRIDGE ABUTMENT 9 itrl FRIVAIM 0 R L CONSTRUCTION.
,OFESSI
no M A fUl PROTECT IN PLACE EXISTING UTILITIES. APPMVEO BY DA TE
ELM= 1128-038 4=) > > A vv MSF_ A, �0 S_ vi It XIN C17Y EAGBYEM R.C.E. W. 24953
10 rn
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10
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16 N a- w m
+ Z r+A 00 B 08044'14N 10851, DESIGN A L B E R T A. CIVIL
-,0 r- 0 d- - -
0- GRAPHIC SCALE 1 "=40 '
0 + + NO. C447C R.JP.
"Z 4 00 U c 387.90' 196-04' EXP. 3-31%6 ti-Al-
IffiRME ALERT NOTICE TO CONTRACTOR 20029'0311 im i I' - 3788 McCRAY ST.
te00 . I -_ A CIV%\, RIVERSIDE CA. 92506
n 40 Lu so !t. DRAWN If BB SHEET
CALL.0 TOLL F);EE ALL STRUCTURAL CONCRETE TO BE USED WITHIN SAN BERNARDINO FLOOD CONTROL '0 A IM3-271 20-11' AL 0 AS 0 E (909) 686-1070
on 5 6
Q) in cO D = 1500 4 - OF -
"A" GRADATION IN ALL 40 ST`�. 27.3 F.
1-800 DAY CREEK CHANNEL RIGHT-OF-WAY SHALL BE 4.000 PSI WITH 0 CON I L
INVERTS AND 4,000 PSI WITH 11B" GRADATION IN ALL WALLS. CONCRETE FOR ROCK INLET ' 011 - R.CE. NO., C44762 WING NO.
r,�_, r73o"R.C.P. S=0,00?-!S CHECKED
227-2500 AND OUTLET STRUCTURES, BOTTOM CONTROL, SPLASH PADS AND OTHER PROPOSED flzl VA fi�5 Q too= 16.9 CF-5 S.H. _121151,2003 AV--D
STRUCTURES SHALL BE 560B OR C3250.
7W ANUM WS E&W PROtJECT SHEET NO. OF
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4 71! PER CALTRM STD. D93C
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-tARS54 9 rar
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40 60 91/2 ELEVATION LPROJECT I COLY o BULKHEAD.
, ROUND E STUB YC F FUTURE CONNECTION. 15 USED
� 1p —I—e-6 « E CONCRETE KH A ,
EDGES 1S• 66 l u . ARS SHALL HEIGHT
ELEV. R 69 to 3/4
EAS T E
ELEV. S 7� I _196
76 11 3t4 IS 6" a a 5 C4)DIAMETERTASTEEL WOVEN CABLE ! .
2- ARS 04 121/ (d AS'WBARS. WEAVE
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c
46 UNDISTURBED ARTSS 1 � 7 CAL TS IT iBITUMINOUSt T
PRIORT BACKFILLING TRENCH.
BACKFILL WITH 1-3-5 IXCONCRETE. 102 15 1/2
OR COCT SOiL,TD RELATIVE
MPAt}9 fS
DENSITY EOUI DSPECIFICATIONS*
CIRC TIOd 16 1 ta
BACKFILL MAY MITT IF 114
STRUCTURE LII UNDISTURBED 17 R T
I(IN1 90.
EARTH T STORM DRAIN WALL 126 17
132 17 1/2
SECTION P-P 138 171
144 to
CITY OF RANCHO CUCAMONGA9 CALIFORNIA no, LAYER " LIGHT
fVISIOS tr tsW C TT FLOOD C T
CITY OF RANCHO 3 CALIFORNIA =AxDAn PLAN AliraTeF Yr aTle CWNSSt✓AiO DISTINCT A
� Lj
STANDMI) PLAN JUNCT10N STRUCTURE + L bT0"F V` W A L L a"NNETAIL
CONCRETE- -
BULKHEAD
Yr UCTURE NO
JUNCTION STR 4; art:
PUMICur 0tr• s :I®TE » s �
3 0
gr t 00
.
CONCRETE BULKHEAD DETAILn SEWING
SCALE N«TS
JUNCTION STRUCTURE ® I DETAIL
RIP - RAP DETAIL
SCALE N.T.S. l RIP-RAP
FLOWL
dio
t DErAIL Off514Te
1/ {f"MA ) (TYPICALALL
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A (TYPICAL) AROUND)
5 BAR
ARS
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E CT
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...... GENERAL NOTES: hear It fit and truly face fa tact.
1, Angles cannrclsd with cCLASS MET140D Or-
f__
2 henter pin holes shall sa Qe 10 aside 0 tight ii sth the%hear pint i, BERM
VARIES S'-2d CIE49
°4 f At— J A Al T UNDISTURBED
1t, nos SACLT �its^ � r o f In after installation.
sear GROUND
tNnpt Angles r.tlnpo Anptrr ) L
1UP RAP 05TAIL 6K
a eta will turnisbf the District fa the �antracfarft i ` /t 4, The Aiuminum shror Piro material RTI�,s ETAILC 1,;
Shot a. 1 ffego Pero All 5/0-inch diameter tbassoalt drilled pap® linos al i2 angftt.
ni
AIL A, � ICAL ELEVATION SINGLE I
Weld all Angles4, All balls shall be 3/ -inch In diameter embedded a minimum of 4 Inches into c or equivalent
Sheol 110.3 rpansian 1r,xd s It furnished with hot nuts and malallic washore of bast 3/3 inch thick.
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COLLAR DETAILM SAN BERNARDINO COUNTY DEN TA IL SHEE T
FLOOD CONTROL DISTRICT
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