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REMOVE EXISTING TREES WITHIN RIGHT-OF-WAY OF
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W= 4
P r"T 0 F11.E SCAL E EA. CONSTRUCT LOCAL DEPRESSION FOR SID9 QPENING CATCH
DITION PER CASE C OF CITY STD.
job NO. 518. G= 4 -0
HORIZ. /* 40p . ............
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C]F.SL
4, C H= 4"
g"S rpS vt V-I MT FP$VER T 84
RM DRAIN WITH
..........
............................ ............6_111�� 8 9 /0 12 14
MIN. AND 12" 14AX
:2
:3 EA. CON NO. 1 PER ci,ry SD. NO. 502.
NOTE: PRIOR TO INSTALLATION OF STORM DRAIN IMPROVEMENTS, W= 4 -0" , V= 8'-6" , D= 3--0" t= 10': SLOPE TOP OF CATC14
THE EX15TING C.C.WD. SEWER AND WATER MAINS NEED TO BASIN AT74" PER FOOT TO IlATCW PROPO4FD �-IDEWALK GRADE.
BE POTHOLED BY THE CONTRACTOR AND THEIR ELEVATIONS I EA CONSTRUCT CATCH B
VERIFIED AT THE STORM DRAIN CROSSINGS. ACTUAL 502. W= 4'-0", V= 10'-On , D= 3--0", t= 10". SLOPE TOP Of
ELEVATIONS SHOULD BE REPORTED TO CARL W. DONMOYER CATCH 8Ac3IM AT '14" PER FOOT TO NIATC14 PROPOSEb GIDEWALK GRAZE.
AND ASSOCIATES 48 HOURS PRIOR TO CONSTRUCTION. I EA. RESSION FOR SIDE OPENING
CATCH BASIN PER CASE "10 OF CITY STD. NO. 518.
N
G= 4'-0", K= 5 0", 1.- 0'-0" 11-7
_---EXI ST ING IMPROVEMENTS PER CITY OF SCAL E 111- 40 17 L.F. INSTALL 1811 DIA. R.C.P 20000, STORM DRAIN LATERAL WIT14
RANCHO CUCAMONGA PLAN FILE NO. EXISTING IMPROVEMENT5 PER PIPE BEDDIW& PER CITY STD. NO. 513, CASE Ir,W- W' MIM.
G4S- I FOR TRACT 9403 SAN BERNARDINO CO. ROAD AND IT' MAX.
DEPARTMENT PLAN - FILE NO. u
1770 EXIS-17ING, IMPROVEMENT!) PER CITY OF
RANCHO CUCAMONGA PLAN NO. B99 2 EA. CON5TRUCT JUNCTION STRUCTURE as PER CITY STD. NO. SOcj.
A2 460; B- 15"- C I'-G Do I a"; o2 I 5'-G", L- 4'-(a
F x 41/2"; 1/%
05.9 Tz 4)
05.5 1 - - 04.6 (03.�W Tr_
t I W.M. (02.35) F L
0200.351 INV.OU
------- 3 EA. HOLE NO. k PE.0- CITY CEnTo. Mo. 1510
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o 03.7 03.4 lAl C.Mr INV R.C.B.
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7r (L73.11)t RIM_
(9 [Ivy 1 EA.
2'G CONSTRUCT JUNCTIONSTRUCTURE B PER CITY STD NO. 509.
C = 9v-014
F- 8" - T= 41,
H
c, EXIST A.C. PAVEMENT FOOTHILL OFTHE PROPOSED 18" R.C.P. SHOULDBE LOCATED 2 FEET
1 +04.73 E.
FO 0 THIL 00i 2=3 6L VD. + i
N 8CP 5 W 00" E :3 cc - 1377.201 - :3
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ra 74 N IV �14,6 A +-I,- RA? 24. 4AW H
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AS
ro+r*5.00 B.C. END CONSTR. 5 7+.(a+' ENTIRELY WITHIN THE STREET RIGHT-OF-WAY.
)ST C.C.W.D. 1120" EX15T 5IGN5
LOCAL DEPRESSION. BEGIN TER. MAIN 34'
CURB 4 GUTTER. SEE 31 OUTH OF q
0 I S &1 HIN RAMONA
72"PEPPER N
G+5ZO0 PROP CATCH r IMPROVEMENTS PER )AIV IN
- DIA. 37 01105)1 NV. IN
BA51M t IB sm6mr av 7 30 G
SAN BERNARDWO CO. ROAD IDEWALKONFOOTHILLBLVD. IN
EXISTING IMPROVEMENTS PER
�4)
PEPPEk�_-. �-24'EUCALYPTU — DE
CONNECTOLt�_ PIPE iw,w PEPPE _k 2 ag_
,h 'EP a- _50) R I M PT PLAN NO. 150. AREA 8" C.M.P. .
-24 R.-- --,
in 0
'L-A r th EA.
W 0ONSTRUCT CONCRETE E'NC.ASEMLN'V AROUND AND
-4 55 . WATER MAINS AT TO THE
5.5 ILI vv
IR EX15TING IMPROVEMENTS PER SAN TT IMPROVEMENTS Lit PER DETAIL "E" ON TKISo bVtEET
BERNA 0 17M --ER EK SAN BERM
-4 PROP05E STREET WAT .7'
TRACT NO. WS SOUT14 OF (qE in 6+49.00 BEGIN CONSTR 37 IMPROVE ENT5PER et L17 LOCAL DEPRESSION.JOIN HEET 1 0. 3064 EA. CONSTRUCT CONCRETE BACKFILL OVER EXISTING C.C.W.D.
J, H ROSSING WITHTHE PROPOSEDSTORM
EXIST IMP SEESHEETZ I-f 4--4-4
1� t=f=-i--T�-f 1 EA.
01.4 004 (3 CONSTRUCT CATCH BASIN NO. S PER L.A.C.FC.D. STO. DW&
00.6 L2 2-D471. W=4'-O", t;:B� V = 53SI.
0*60.3B BEGIN CONSTIC L -GA DAM
CURVE QArA LOCAL DEPRIESSIOkIl. J01M EKIST_ 0c. B ILpING I r _:UR V. I EA. COIU15TRUCT LOCAL DEPRESSION FOR SIDE OPEUING CATCH
(9
HYDRANT RUNS,, NO 6=30*00'00" BASIN IN A SUMP CONDITION PER L.A.C.FC.D. STO. OWG. NO.
IMPROVEMENTS SIE z 11 C3 S\ f Fr PROPOSED ra" FIR SUIDIMG R. 90.00
99.4 99., FUIUKE 2 -D415. Go.-b'-Ow,Hr 41�
u WATER SERV)CE5 PER REFER TO GRADING AND ORAIMNA 1,W7 99.2 EX15TING IMPROVEMENT5 PER
CURB R =35.00 x 6$
vrkA It W C.c,!�O. R PLAN -9-9-1 PLAN FOR PROPOSE&`5GRADES ON-SITE. L= 4Z12' ,- 5AN BERNARDINO CIDUNTY
L = Z.00' H55.00 FF
ra 99.4 W 00.7 _99.5 T= STREET PLAN FOR TI?Acr
T 1.00, 2 04 8u 9,9_9 u 9 9,/ NO. 3054 ary oF RANcHo CUCAMONGA
0
(a ui d x
PLAN AND PROFILE
+2 IQ, 4W
QUR V_r DA TA 0 ce I cu P -/9
:1 cd 0 LL3
40 a 2130 27'07' OL
R=45.00' Q�Q8 16E OA EA at L4 ca u H ERGROUND UTILITY
L=22.35' ;40 A 5 TORM DRA IN
T=11-411 IL is 8 aiz -35 1000,00" U9
2 R 45.00' HAMPSHIRE S r.
L 27.49' OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT FRom656FEEr wEsr oF RAMONA AVE rO 50 FEEr
kll[14 L) T 14J31 H EAsr OF RAMONA AVE
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT ILITY
LINES SHOWN AND ANY OTHER LINES NOT OF REPORD OR NOT PPROVED BY DA
SHO
cl r Y ENGINEER E Na �17
R C
DESIGN
CARL W DONUOYER a ASSOC VE, ED
r
ttt x No. 38382 M.5.L. 14M E. A/_os rA -AVE... SV/ If ,
Exp.3-31-39 DRAWN GL ENDORAO CA. 91740 sHerue r
1 (818)9 6J 57/0
G I v REV15E C.N. TO REFLACE Ian R.C.P FRECA5T J5 i
0Fc WYE WITH J.5. "B" PER CITY STD. 6013 M.15.) M.B., A.J.M.
ED
4F ;y VA
71F KOYA
JOE
W&)LIMUO
0�0 F]
CHECK Mai"WAA C E'No.38"
NO RE VI-90N DESCRIPrION DArE [4P OVO M.&L. DWE 9-:�-g& JN 95-33