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k RAMP
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! E L Ell ITIO" PLACE TOP PLATE
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Id
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r2 lid ..Id,l.,l be,
7/9
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spacer-
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3/4" Hot 1,
M.1tch lop plate-
E 15 C. 5 PV R15EF IAIZ FT- 13CA(;;L�'. (tTTOW, VIEW
I77.5 FiETAINER 14NIS
30 x
REDUCED PLANS
0 1
r--Z INCHES ON ORIGIN L PLAN
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SPLASH, WALL,
NO 3ME W1.4 Wltllvi
KEY:
DET.41L NUMBER'
5
SHEET NUMBER'
(IF BLANK, DETAIL HEREON)
CITY OF RANGHO CUCAMONGA
STORM CHANNEL DETAIL, SHEET
AND
CROSS SECTIONS
77�, APPROVED BY DATE iv_-
0 R L2�1t1t*-M "' 7�_ R.C.E.1140.23889
CITY ENGINEER
DESIQk RSIO
,�TENDr
LAND SURVEYING
LAND PLANNING
DRAWN s
H
TH CA 786 . QIA) 94r,9919 T OF_�..
C.E.NO.-
CHECKED DRAWING NO.
DATE FILE NO. 1010-D
3(
REE
a
p1N(
DETAIL 4r ei5#r
'P IAI W41 L
0 HOWL
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1i0(,E5 ��dF WAIL
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N
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cry
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CON[ INVERT 9LAB G"MIN.
TRICKNE56 '
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ALZ BENDS
3�4LONG• � �`R
CNQAINEL WALL X.JTES:
1. ALL WORK SHALL CONTCRAI 'PO 1985 UBC `:{CEPT AS OTHERWISE
REQUIRED BY GOVERNING REGULATIONS. SEE NOre 14 BELOW.
2. CONCRETE BLOCK SHALL CONFORM `1'O ASTAI C-90, GRADE N, COLOR
TEXTURE AND FACE 01MENSION AS SELECTED BY OWNER. 3 3G"
3. NO CONTINUOUS INSPECTION 1S REQUIRED UNLESS REQUIRED BY GROUT DRCP
PLACEMENT.
4. BACKFILL SHALL NOT BE PLA ' D UNTIL GROUT IIAS REACI'RD FULL
DESIGN STRENGTH.
5. FOOTING EXCAVATION SIIALL BE INSPECTED AND APPROVED BY SOILS
ENGINEER PRIUR TO PLACINGFOOTING CONCRETE.
6. 11L?THOD OF BACK, ,,L /,ND MATERIAL SHALL BL' APPROVED BY SOILS
ENGINEER.
7. MORTAR SHALL BE TYPE M OilS.
8. GROUT SHALL HAVE A AIINIAIUM COMPRESSIVE STRENGTH UP 2000 PSI
c@ 28 DAYS. SOLID G,eOUT 041 CELLS OA/LE59 A/OTED OTlIE•eW/St✓
9. REINFORCING STEEL SHALL CONFORAI TO ASTAI A615 GRADE 40.
I,O. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000
PSI @ 28 DAYS, A MINIMUM OF CD SACKS OF CEMENT PER CUBIC YARD
AND A MAXIA'IUAI LVATER-CEII'IENT RATIO OF 0.6
11 DAMPPROOFING SHALL CONSIST OF ONE PRIME COAT OF ASPIRALT `
EMULSION AND 2 COATS HOT A'l0"PRD lVATERPROOFING ASPHALT OR
A COi,L APPLIED SYSTRAI SUCIt AS FLINTKOTE EMI1-I.
12. ALL 13LOCK COLOR AND TYPE TO MATCH PERIMETER WALL COLOR AND
TYPE (SLE LANDSCAPE, PLANS).
13. METAL FENCE PER, DETAILS ON LANDSCAPE PLAN.
14. ALL CONCRETE WORK FOR CHANNEL STRUCTURES HEREON SHALL
CONFORM TO THE' "STANDARD SPECS FOR PUBLIC WORKS CONSTRUCTION"
AND SHALL BE OF CLASS 560- B OR C - 3250.
KEY:
1 *----DETAIL. NUMBER'
5
SHEET NUMBER
(IF :BLANK, DETAIL. HEREON)
-.... ,.
ACED PLANS
NES ON ORIGINAL PLAN
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�� TRANSpTION STRUCTURE'
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A?C, PgL/NG
• •
3PR/N61/NE f OF PIPE
PLACE FTG A
OR 8ELOl41 SR/NL.+• Q
L/N' OF PIPE. J
• �
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GRAVEL �5�32"OC 6PJ# OFA/A6L
BALS'F/Lhe 0I'M/T GAOUTe//D .lT
LL
STD 51O HOOK
&EACH END
SLR
di-
2=0'
24 OVERFLOW' CHANNEL WALL AT W'LY R/W
SEA. 14450 TO STA. 19432Vr
R�W G'CNA/N!/NKFENCE
Re
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M/ ; LF ie OF AIRI L
,
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MESNOVER//OLES
or mfu
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R£tiFOLIE0 W%G 11 66e;
2/ LAP t'u j qb na::4"•�' WWM.
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l til
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(# CHANNEL WALL: AT W'LY R/W'
STA. 13+03.14 TO STA. 14-30
Vrfi : FENCE'
Tld PER MU PROFILE-
Z#4@TUP�
I 46.00
ZI I t
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TYP. WEEP BACKF/LG
� NOLES
CO.4C. /NVERT, N
508. p6&/6"19G
h LAP NIIA1 El .y 4c OR BAE5 M4Y BE
L,9P/NN/Z" coA/7/A1U0(I&
Z'C'KG'�W1.4x F
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1=4'P9TA191M B' 2'0'!✓STA. /3150R ti VARY UIWFORMLY
P-0"605TA./3003 BETWEEN STR1.5
-f.4 =0' & STA. /3.5�JJ0 ROVIDE KEY & $TA. J3+25
'o�@sT13033-Ty,¢U 5m, 13 f5O
a 441 Y Cl'/AA AIE WRI,
57,9 19- 0.3 to
WKOUGHr L?dAf FE,VCE
T61/ PER PLANI APROF/LE
' t #4 NOR/Z. MAX, 4d'OC
I ' EAC'N FACE"
1
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h #5E'48' i CLR
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BLOCK '
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114' MESH 64t
,JEEPIIDiFS ► • STEEL 5C ECA1
Ol/ER mvi6
(CONc. 1 ERr 5L B ✓ LAP 141A1. /8"
G"M/N7Atih'NE55
ROUGHD
:.car, a ~s:{ #5^92•
A11.4 x 0..4
WWM " I 5*4
7_G.. IFSTR 14.00 I /Z" /1 /2" B" `
I'-4" 5TA 13.50 ry
Cv 5m 14too2 4'0" 574 13f6v
_E'LY CHANNEL WALL
-'*TA. 13-90 TO $TA. 14-00
DESCRIPTION OF REVISION DA,•v CITY
APPROVES
CITY OF RANCHO CUCAMONGA
STRUCTURAL DETAIL SHEET
STORM DRAIN PLAN
FOR
TRACT NO. 13066
APPRJVI.D BY %f DATE
f.. CITY ENGINEERR.C.E.NO.23889.
DESIGN RECOMMENDED
R' (� `+ eMLENGfNEERING bs• .�if-
gel- - LAND SURVEYING
\ >�' DRAWN " LAND PLANNING SHEET
D S'. Io- t1 . UPLAN 91706.. I70)946-9919
2.8022
O
.N 0F,
I:
CHECKED ���•+ DRAW NG NO.
CITY GATE /� 1_� FILE N08508 t
MY At/TNOC/T'1 �k/'I�E3 >'�3t 90
)
Y
e-ot- , Lswe4j�4 of EL&4.TIC
'Tis.. oR- taauAL.
oc4x'Tr-- Q MIhL 447, To
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F r r I C+ ��rY s-�r (00 4; e
REDUCED PLANS
0 1 2 3
r_3
w i I, I► i I�-LL.-J-L1
INCHES oN ORIGINAL PLAN-1
I
B : 14 114,14 11.,24 114 36 MINIMUM %L ARANCE
REc, PFb 4C 110:16.
.21 MIN TYPICAL r. ONT
24 MAX AND BACK
I IMA1INCRCA5L-
Uti11ty A FOR 48CV
Terminating SEnVICESI
s.etion
----
1 LINE z
L. 13Ire 0 211 MIN
LOAD 24 MAX
, 4w ��-� t ornlutt
' H ;Ant A
Lin. Y ( O
rNON
IIL(:UMMLf1U11! Lam. ,I(I�f17AMI. Nf1I rl!il(()
C,IM711NI1 Iln0 1IIA,U1N11 In
l (k.Alhn� -
WIRING DIAGRAM FLOOR FLAN
;,ample specification. MEUV-1-1`7
The alectrical service and irrigation controller enclosure shall be
an integrated design in one complete free standing pedestal. The
service portion shall have utility termination, meter socket and
factory installed test blocks and shall comply With the requirements
of the serving utility. The controller mounting area shall have a
15, Jr 20 ampere -circuit breaker factory installed. Ttlere shall be
prolrisions to connect a controller ,y code approved Wiring methods,
When required for erase of reading digital displays, the controller
shall be mriunted with. the front face angled upward. The pedestal
shall be furnished as a complete unit and shall be MYERS Catalog
,` MEUG-I--W, series.
Enclosure shall be zinc +3ate6 steel, minimum 10 gauge thickness.
Cabinet shall be protected against corrosion in accordance With
U.L.50, Cabinets and Boxea; Section 13. Doors to be minimum 10
gauge steel and shall have padlocking provisi._.*s. Door 1hall, be
gasketted on top and sidzs for spray resistance. All factory
instilled components shall be U.L. listed. All far_oary installed
conductors shall be copper, size and type to conform to NEC and
U.L. renuirelments. Enclosure shall be furnished with a detachable
sub -.base designed to be encased in concrete. Enclosure shall fasten
to sub -base with l" diameter bolts. Mount.inc� bolts shall not be
visible outside the enclosure after installation on sub -base.
Enclosure finish shall consist Of one coat zinc chromate ;r:.imer and
410 coats baked enamel ,paint. Finish shall conform to California
Department of Transportation Spec�jf`cetions, Section 86-2„16., Color
aint shall -- ^: -
er�
l
1130 S. Vail Ave., Montebello, CA 90640 (213)72'4-0450
SP-MEUG-1-M-1084
�DHaa- . 1NDSX
I Lc H&P, a T41�
3 ?4t?-714 L c LEV o.T1o1,J �_
9`
t
MEU0 ! M
E IRRIGATION CONTROLLEA SERVICE
DESIGNED TO SUPPi.Y M, ETERED POWER
AND ENC LOSE AN IRRIGATION CONTROLLER
ELECTRIC PRODUCTS INC. IN A HEAVY GAUGE VANDAL RESISTANT ENCLOSURE
STANDARD.FEATURES
I. UTILITY LANDING LUGS
2. METER SOCKET 100 AMP RATED
5. UTILITY TEST SECTION
-'� 10' z 4. 15 A SERVICE DISCONNECT
3, 6 FI RECEPTACLE
6, CONTROLLER MOUNTING AREA
7. LINE CONDUIT AREA
p 8. LOAD CONDUIT AREA
�J( 9. LINE ACCE' S COVER ( FIEAR }
' a 'STANDARD VOLTAGE 120V, It, 2W
----- SPECIFf CATIONS
N -5
�r---- • 10 GAUGE ZINC COATED STEEP,
11 _ CONSTRUCTION
• RAINPROOF TYPE 3R CASYFTEO
1U► I ENCLOSURE
• ALL FACTORY WIRING IS COPPER
• DETACHABLE PAD MOUNT SUB -
SASE FOR FAST INSTALLATION
1 • STANDARD FINISH LIGHT GREEN
BAKED ENAMEL OVER CORROSION
RESISIAC9T ZINC CHROMATE
�--- W -----� D I PRIMER -EXCEEDS 250 HOURS SALT
- SPRAY ASTII g 117
FRONT VIEVt SECTION VIEW 41K"C Tp 1�A __ S1b. ,
• PLYWOOD BACKBOARD FOR
EQUIPMENT MOUNTING
ITEE
CATALOG: No.
`ENCLOSURE SIZE
IRRIGATION CONTROL AREA
N
I M
D
1 N
I.
NEU411-1-10004
16,0
18.0
49.0
t3,5
9:78
'3.0
2.
NEUS-1-0084
20.0
18.0.
44d.
:IT.5
9.75
13.0
3.
IIEUG-F=N414
24.0
18.0
IRA
21.5
9.75
13.0
4.
9 116-1-NG05[2�4,O
6.0
18.0
34.0
13.5.
9.73
19.0
S.
NEUG-1-NOG520.0
18.0
54.0'
.17.5
9.75
19.0
6.
NEIIG-1-N405
18.0
54.0
21,5
9,75
1.9.0
BECAUSE OF OUR.DESIRETO CONTINUOUSLY
IMPROVE PRODO.^TS, DESIGNS AND SPECIFICATIONS
ARE SUBJECT TO CHANGE WITHOUT NOTICE AND
WITH! ,JT ANY OBLIGATION RELATING 70 SUCH
CHANGES DETAILS. DESCRIPTIONS AND
ILLUSTRATIONS ARE FOR INFORMA71ONAL
PURPOSES f1Nf y
44,_A k'_ubtr.IrN
AMGTHYA57 4 lT04 &g;1 �I1�41�:D
ML�I.I j E vt hT4
'�Q��l.lti,tG
Nt7 h tx', i,C
DE$,CRIPTION. OF REVISION
DATE
.APPROVED '
CITY OF RANCHO CUCAMONGA
r"-C-7 IS O G6,
S T-E-G- e T
APPROVED BY
CITY.ENGINEE
DATE "#'-gam
R.C.E.NO.23889
DESIGN _..
-
ARCHITECTURE[7!�D
=irs.wDRAWN 1f�p Am 4.1SNEET Ala2ik CaManiA. 92ete
NC. ,
DATE-�_,,_�. GALE I
'fiECO AIENOED
.1
Ct[ECKED
DRAWING NO.
O - L
-L16r-
r
0
P�,ANTING NOTES
1, The Department of COMMUrtiLy Development "Standard Conditions" are f. ,b y made
part of these specifications.
2. Clear all plantin.- areas from weeds, debris and stones I" diameter and lorger
Apply pre-emergeni: weedkiller per manwfacturer's instructions and other weed-
killer to eliminate any weed, growth,
:� LoAca
0\
L VERTICAL REINF. Contractor shall obi;ain agronomist Soils report to determine preper soil
"4 BARS(
_M 26" OC amendments,. The foll-wing is the minimum application per 1000 sq ft:
151 0 J rV-6, L*49AR 31j cu yds ninrulized shavings
7 —e,ko BEAM &=K 175 lbs GRO-POWER
12 lbs soil sulfur,
12" VO-T WiRr. Ip
F16ef�_ T
C,>, 6aw__
F--, P�-, L,6� 4. Finish 3rade shall be 2" below curb and side walk surface after full settle-
.0 ment has occurred,
Jaix ziXt-2) < FINISHED GME SLM V4"- I' SLOPE Z1, I MALX
F 5. Trees in parkway shall be minimuml2i from back f curb. Trees
o $"MIN shall be planted per TREE STAKING E AIL - EXTERIOR STREEM
BAR— City Standard Nr, 605 a
�F Ms ftn�T a LaW.M,, A6 Fr—)
0 C e CALZEMAJRANC 6. Bacl�fill mix for shrubs and trees shall be as follows:
e,:�P,80 OZJA 40 pvc_ BEND ALTERNATE BARS
T_ 4 4 70% site soil
d4�. 4 3Q% Nitrohumus or equal
JFS 24
6C-44, Do = 6wf-x A$rifoTm planter tablets, 21 grams each slow release
Pti n
i;l1mg rr - - n4F4:; -AewK] 5 gal plant 3 tablets
.L, GENERAL NOTES: 15 gal pl-�nt 6 tablets.
I - All vey,tical cells containing reinforcing ste6:1 shall be filled with grout. In
�cd�Ti�6t vto addition, where 610 blocks are used, all cells without vertival reinforcing steel 1. Contractor shall nDtify City 48 hours before commencement of ifork to verify
shall be filled with grout to top of bond beam a; midheight of wall. location of plant materials.
2. The block wall courses and footings maybebuilt parallel wi th the street
IRRIGATION NOTES grade '-(7%) max.) or stepped.
8. Sprinkler controller and electric 3.. All walls shall be plumb. 8, 'PER CAL TRANS LETTER OF MAY 9, 1986, ALL TREES SHALL BE PLANTED
1. The Department of Commupity Pevelopment "Standard Conditions" and other meter shali be mounted in vandal Backfill shall be compacted to a minimuroof .90%. MINIMUM 12' FROMFACE OF CURB.
proof enclosure Meug-l-M.
fit -!"IAL-Je regulations are hereby made part of these specifics tions. 5. Footing shall be c7lass B concrete.
fze.v. Wy- H1LzIqC T-1, 6. Concrete block shall be grade A units, conforming to ASTM designation No, C90. 9. Frovide 180 continuous -calendar day maintenance period prior to
0 r"44. 2.. Contractor shall call the Weter District (987-2591) to coordinate location 7, Reinforcing steel, grout mortar, and Class B concretc she)) conform to the City fkcceptance.
o f �water meter, Water District will install 11" water meter; contractor Standard Specifications.
f. V. 4, IYL— I 1 894 shall pay for water meter installation, 9, Eliminate mortar in all vertical jointsin fi rs tcourse above fin ish grade.
la"_ 9. Col.,Oje .5FIAI-L 6iF RIV614SAD&
1XI CU ff�r 3. Contractor shall pull electrica ' I service from existing street light hand
e4 J. I eo hole prinkler controller,,location. 10. Eliminate midheight bond -beam in wal Is where H-41 or less.
I) S
4. All sprinkler head shall bc installed on threaded PVC Schedule 40 risers
with swing joint assemblies. Heals shall be 6" from back of curb and edge Az
of sidewalk and wall. [lead shall be il%stalled 2" above grade.
5djust all heads for maximum coverage and overs�ray onto hard surfaces.
WALLS AND FENCES DESCRIPTION
Tr==- 6' high slutip stone wall, with 2�' slump stone cap, per City standard
6, Provide the City with AS -BUILT PLAN showing m;-Ln line routing dimea-3ioned flom &t--ib TiLw&f.Tmiz_,�. (p or-Ffzrr,,- CoL,�ii;L -1;iJ4bLLJ5S T.JQFF, i
permanent points of reference. 3' high Slump 9toue -4all, wJ*th,,2" slump �*one cap and 3' hi-h 14. 1. fence
on top. W. 1. fence shall have 1/2 q pi,ket. 0 6" 0. C, welde� to I" x 211
7. Guarantee entire sprinkler system as to workmanFhip and materials for a top and bottom rail. Color shall be 1?�G_L6ja,
perioa of one year from qate of acceptance of work by the City.
G' hi h ii. 1, fence with 1/2" pickets @ 6" 0. C. welded to 1" x, 2" top and
b o t t u,4 r ai I C-�o L,,7P- 'br-_ 'a r=JcAr_-. HITH It )t 10 -ro ATIz e (.1 ox�
401
10 1)0y&q7W� 40WQ�;4,7LM �L6tr_-TZ,6"l, r"o S. M I).\ I RA-:*46t,415 pbhRTY PI
13 61LIQ LN.TT�414, -To r_5 C14L A4 G C-1 L /4\ 4" ?)0Y, & A\
t"11 N I-01 o.a. IRRIGATION LLI.END
1 61' pop-up, low ga.11on,'PZlVl5tQ_0 J&WSJ?.Q PSI, 0,7 CPm, 12'
4 1( 1800 'BMW 25 PSI, 1.0 GPM, 12'
control valve Z±)' it size a.-, noted, enclose in valve box
-N. -7 -S 7 1, 7 A
J underground
electric controller wall mount 114 �1lM-UCT1-`t-1'4da1311I(4
15A
quick coupling valve 11 3/4" siz�!.
t�l azt�,w C,
7Y?" 11 E� L 0 14, e tz� lateral sprinkle, uipe PVC Class 200, bury min. 12" deep
6' W� 1. FENCE AND 20' WIDE main pressure pipiitg C Class 315, bury r.,ln. 18" deep
�WROUGHT IRON REVEAL TYPICALIAT
SWING GAIL' (DOUBLE 10' SWING) OFFSET, SEE RIGHT THIS SHE4 FOR 0 'adicates valve number
WALL & FENCE DES
CRIPTION -�i.-dicates valve size
indicates flow in GPM
I, x 1, x 112, - BOULDER SCHEDULE L T I backflow preventer Febco St>G'( li" size, notA'Z�G 444&C�K
01 1-211 X I -ill x 21 [D pressure regulating valve Xeniedy, 1 size, or equrl
3LIJMP STONE OVERFLOW CHANNEL �D 2' x 2' x 22"
'WALL WITH CHAIN LINK FENCE, Stones shall be gre� riverwashed rocks and must be buried 1/2 to 1/3
SEE STORM DRAIN PLAN SHEET 5 underground
PER CAL TRANS LETTER OF MAY 9, 1986, ALL BOULDERS SHALL BE MINIMUM
12' FROM FACE OF CURB.
4\,, 8C.
[9TH 'b T a T '�T?-'-=C-T L16i�4T 1'4t-IH e- C.
_XP
14 4QL_ r-H AW �t_\
rwuitinAsi
F ro
14r
;FL
T�rtp- Hirri-5 Tr__ --IF- ELL
TY12pliz
(Not) to . 1,96
LS
a,"& of ranctia cuoamonga
DRAWING
VARI65
ECAP,
64 04-
BOND BEAM BLOCK
"-v `-VL'�-V V— _V V
V_VLI�Lv _V_V _V
-L—V V_�'Lv_v_
�'=A_L—Jl
-�v—.�v--V-L-V-4:[Lv—v—\,�—V—V-Lv-:!�v-v—v--v—v.I
'5�v '2:v
-L --_V_V_L'!V
A
A — i "
t
4 A —A —A —A —A
—^—A _A —A
3A4 I I'L
—t, A—
A -------- r, —A A A—
et
—A
A A —A
A =A —A
V—v—V—V-
------- -------
V
_V_
N/— V—
V_V
11-L
tt=-`-V_V V—V
V�U SIV
k
Presstre loss calculations for valve
91, 31 GPM
Watc7 Meter
Backflbw prevetater
ltain line piping, 112" gi%e
1.9 PSI
819 PSI
4.6 PSI
05
A,
Control valve
1�1 PSI
Lateral line loss
Fittings loss
6�5 PSI
.0�9 PSI
7:1
Required at sprinkler head
25.0 PSI
Misc. loss
5.0 PSI
Required to operate system
53,9 PSI
Peak Demand 53 GPM. Pressure setting at pressure
J
regulating valve shall be 55 PSI.
4
REEDUCED PLANS
INCHES ON ORIGIN I 4L =AN
DESCRIPTION OF REVISION
DATE
n
CITY 1�_jF RANCHO '*'DUCAMOMIGA
�DT-R=-E T
APPROVED BY nATE '6-&-go
CITY ENGINEtR
DESIGU
V11
LAND ARCHITECFURE
JIM At: Avc A-3
RECOMMENDED
DRAWN
SHEET
11- A44.
C. CAN110nda 92626
C�CKED
DRAWING NO.
Fi&r; tit,
1 1 1 - I , �