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FINISH GRADE EXPANSION JOINT PLAN 2
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-"'-- •.• " . , • • '444 • .,44 .• .. 4. POLYURETHANE CAULKING TO MATCH CONCRETE PAVING PER Q,r aj
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1. NEW CONCRETE PAVING 1. 6"x6" 10x10 W,W.M, CENTER IN SLAB a. ' .a ° ..; :. as . :; III _=IIi -- LL S (TYP.)2. CONCRETE PAVING PER PLAN . 1 ° <Q , g -1 i 1 - � 1 i I-- 1. 51 CAP A POST
2. #4 REBAR DOWEL ® 36" O.C: GREASE ENDS _I 2. 1-5/8 41 BLACK GALV. VINYL COATED TOP RAIL
3, THIOKOL JOINT SEALER OR EQUAL OVER A/C EMPREGNATED . `A I 1 i-1-' I--- "
3. FINISH PER PLAN a, 4 ;"1-�. 3 - K GALV VINYL COATED STEEL
FIBER EXPANSION JOINT ,r 4. AFTER PRELIMINARY TROWLING, THE g 3' !. NOTES'
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NATIVE SOIL 90% COMPACTED 4. 90% RELATIVE COMPACTED SUBGRADE (6) CONCRETE SHALL BE SCORED WITH a' a 4. CHAINLINK FABRIC SHALL BE 9 GAUGE 1. 1 1/2" SQ. TUBULAR STEEL TOP RAIL 1. POWDER COAT ALL METAL SURFACES
5. EXISTING CONCRETE PAVING A STRAIGHT EDGE TO A DEPTH OF ---�_. ' I __.._. ;.___._ I I___.. I__�^I 1 11:__
1 k=-..:: _ ,_____'1 1 .-'_-, 1 ,- DUNN EDWARDS 'NIGHT JUNGLE' DE349 U1
6. CORE DRILL TO 12 AND EPDXY GROUT " I ---- _ I - I-- _-..._....I I �::��I I'.-_... % GALVANIZED STEEL 'FLATLINK' AVAILABLE FROM 2. 2" SQ. SOLID STEEL PICKET O 4" O.C. OR APPROVED EQUAL. SUBMIT COLOR SAMPLE
1 /2 0 10 MAXIMUM SPACING "... . (I:: -_:I I ----. I I ,I I :;-- I (- VON CYPHER FENCE COMPANY (909) 796-8680 3. 2 SQ. TUBULAR STEEL SUPPORT POST
* A SPECIAL INSPECTION MAY BE REQUIRED FOR PROPER 5. 90% COMPACTED SUBGRADE $ 5. 1-5/8"O DIAMETER GALVANIZED BOTTOM RAIL AT 8' O.C. MAX. TO LANDSCAPE ARCHITECT FOR APPROVAL
NOTE: INSTALLATION OF DOWEL 3„ g g0% 4. 1-1/2" aSQ. TUBULAR STEEL BOTTOM RAIL PRIOR TO APPLICATION.
MSW CURB SHALL BE PLACED BETWEEN ALL GRASS AND NOTES: COMPACTED SUBGRADE 2, CONTINUOUS WELD AND GRIND SMOOTH ALL
WHERE PAVING IS BEING INSTALLED ADJACENT 7, 12" DIA, CONCRETE FOOTING 5. 12 sOx24 DEEP CONCRETE FOOTING METAL CONNECTIONS
8. FINISH GRADE 6. 90% COMPACTED SUBGRADE 3. SUBMIT ALL SHOP DRAWINGS TO LANDSCAPE
PLANTER AREAS UNLESS OTHERWISE NOTED. TO EXISTING PAVING, A LAYER OF TAR PAPER EQR 7. FINISH GRADE ARCHITECT FOR APPROVAL,
SHALL BE PLACED BETWEEN NEW AND EXISTING 12" 9. CONCRETE FOOTING 8, 6" X 6" CONCRETE MOWCURB 4. ALL STEEL TO BE 14 GAUGE
PAVING PRIOR TO POURING. 10. 6 X 6 CONCRETE MOWCURB
City Std. 544 NOTE: DUGOUT FENCING TO HAVE MID RAIL
Ex ansion Joint Chainlink fence E 6' Tubular Steel Fencing
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- 6 ; (, J,•, ;�' i - 3. CAST IN PLACE CONCRETE SIGN. COLOR TQ BEC 12 'MESA BEIGE' AVAILABLE FROM
r ACK BPARK " �_:. ��i ,11; 32" . 12
I 11�: '' t..:... .. • 4 -s li ]� ;1,-._. I �::: :1�=_l l 1. -= L.M. SCOFIELD (323) 720-3000. MEDIUM SANDBLAST FINfSH. ATTACH TO SIGN BASE
I:: 1 �,z I, W, I-, 11 WITH 3/4" STEEL DOWELS t�3 O.C. CAST IN SIGN
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�1 ) ; : :' ! = 4 1. CLOSE -COUPLED END SUCTION CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED,
.s .:.:.. ,; y ti. i -.:; I it L-.. ; . ,':.' . 4. _... 5. #3 DEFORMED REBAR 024" Q.C.
____ ,I : 1„ BACK PULLOUT DESIGN, MECHANICAL SEAL, ODP MOTOR.
:,:;, , 1 -, /.__; �,, ., 1-11" » 2' 6. #4 DEFORMED REBAR @32" O.C., ALTERNATE BENDS
_.-_ ' • .. 2, NEMA 4 ENCLOSED CONTROL PANEL, WITH CIRCUIT BREAKER, MAGNETIC STARTER,
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�.N4 ,. ;' 1 ,. J; ,,_ .: a . , .: :.: . QC 3. MARINE GRADE ALUMINUM ENCLOSURE, CENTER SPLIT WITH VENTING.
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'� I `'•:I �., ITT= - - .�:. - - 9. 2" SQ. TUBULAR STEEL FRAME SUPPORTS X30"
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r<. ,._.. _.._.. r .. ; - WAFER TYLE BUTTERFLY VALVE.
a" - - SI WITH 3 4 BOLTS CAST IN SIGN 4. CAST IRON ELASTOMER LINED FULL LUG WA E S
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' \� � '*- ` I 10 2500psi CONCRETE FOOTING 5 CAST IRON BRONZE FITTED DISC STYLE WAFER CHECK VALVE
-I _ _�-..:. ___ ___ _ ____o_ - .� _ I-- -III '1, aIc » I -III- - - „ » I I (- I= I 90% RELATIVE CQMPACTED SUBGRADE (6") SURE GAUGE 2 1 2" DIAL LIQUID FILLED, STAINLESS CASE, o - 200 PSI.
I -I a- -.� » 4- _ -4- - •� _a _ (I I 1• STANDING SEAM METAL ROOF PER SPECIFICATIONS (TO MATCH PICNIC SHELTERS) 16. 3/4 x to J -BOLTS W/ WASHERS AND NUTS -[ -- 7 6 11 12 _ 11 6. FRES
- - �- 4 " _ ' _ _ _ _ 1 I -I 1-=1 I I III- I -I =__ I I I -I I I
-I I I 4 a 4 - - 2. CITY SUB -SURFACE ACRYLIC LOGO- INSTALLED IN 1/2" DEPTH CAST INSET 17. 8"x8"x16" PRECISION BLOCK BY 'ORCO BLOCK' OR EQUAL _ - - - I I. - t:y NOTE: SIGN TO BE CONSTRUCTED BY BRAVO SIGNS OR EQUAL (714)771-5000, 7. FLOW SWITCH, NON-METALLIC, PADDLE STYLE, NON-ADJUSTABLE, 100 PS! RATED,
111
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-III III =I SAW CUT BLOCK AS NECESSARY TO ACHIEVE BATTER ON III=III I I=III-1.
2 °I L"�.e _ 4 3. CAST IN PLACE CONCRETE SIGN. COLOR TO BE C-12 'MESA BEIGE' AVAILABLE FROM - 5'0 _ -I 8. TYPE "L" COPPER, 3 INCH.
b TOWER- GROUT SOLID ALL CELLS- _
a . ' . r". + a .' - L.M. SCOFIELD (323) 720-3000: MEDIUM SANDBLAST FINISH. ATTACH TO SIGN BASE 18, 3400 psi CAST IN PLACE CONCRETE SIGN BASE III-) I I-III=III=III-III=III-I I I 11 -
-I I I a 4 -� - a n - . - .� e WTh! 3/4" STEEL DOWELS ®30" O.C. CAST iN SIGN &FOOTING W/ CULTURE STONE VENEER - I-' ' a 9, 150# ANSI RATED BRASS OUTPUT FLANGE.
- - TO ROMANTIC UPPER CASE. LETTERS TO BE TE BENDS
4, 1 2" DEEP CAST LETTERS. FONT BE 19. 4 REBAR 12" O.C. ALTERNA B N S
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8' - - 1414 PAINTED WITH DUNN EDWARDS 'EVENING CORAL' MODEL DE -949U2 PAINT 20, 1"X12" GALVANIZED STEEL ROD WELDED TO BOTTOM
1- - - -I I 5. 'LAKESHORE RIVER ROCK' VENEER MODEL CSV -2004 BY CULTURED STONE (800)255-1727 OF 6"X6" POST, INSERT & EPDXY IN CONCRETE SIGN
I I I I _ - -) I I- _____ --- 21. 4 REBAR CONTINUOUS � 32" O.O. I
II -I I I -I I I -I I I„I I IIi, I, I I I I III I I I, ; I I I 7, #4 REBAR CONTINUOUS CENTER 12- o CGELL 22. 3 REBAR 0 12" O.C.
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S. 2" SQ. TUBULAR STEEL CONTINUOUS (TYP,) 23, 4 REBAR TIE
9, 2" SO. TUBULAR STEEL FRAME SUPPORTS 018" O.0 NOTES: I
ATTACH SIGN WITH 3/4" BOLTS CAST IN SIGN 1. POWDER COAT ALL METAL SURFACES DUNN EDWARDS
10. 6"x6" 14 GAUGE TUBULAR STEEL POST (TYP. OF 3) HICKORY 177' SATIN FINISH OR APPROVED EQUAL
11, 6"x1O" 14 GAUGE TUBULAR STEEL JOIST (TYP. OF 2) SUBMIT COLOR SAMPLE TO LANDSCAPE ARCHITECT
12. 4"x4" 14 GAUGE TUBULAR STEEL LATTICE 0 10" O.C. TYP. FOR APPROVAL PRIOR TO APPLICATION
(TYP.) 2. CONTINUOUS WELD ALL METAL CONNECTIONS
13. 2500psi CONCRETE FOOTING 3. SUBMIT ALL DRAWINGS TO THE CnY FOR APPROVAL I
4 ALL STEEL TO BE 14 GAUGE
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13. MAIN POWER CONDUIT FOR BOOSTER SYSTEM.
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15 FABRICATED CHANNEL STEEL BASEPLATE, EPDXY COATED.
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14, 90% RELATIVE COMPACTED SUBGRADE (6 )
15. SHADED AREAS DF 2" TUBULAR STEEL FRAME TO BE 5. ALL REBAR TO BE A615 OR 40 °
BUILT AT BASE OF FRAME AS WELL AS ALONG THE
INCLINED ROOF PLANE. NOTE: SIGN TO BE CONSTRUCTED BY BRAVO SIGNS OR EQUAL (714)771-5004.
F Monument Signs
G Irrigation Pump
NOTE, CITY OF EONTANA �4" DIAMETER STEEL POST CAF SECURE PRESSURE REGULAT❑R IF VANDAL RESISTANT ENCLOSURE
TO PIPE, REQUIRED, SET AS SHOWN
-��'� ALL POWER WIRES, GROUND WIRES ETC: SHALL BE ON SITE DRAWING LOCK BOX BACDKFL❑W PR VENTER
SEPARATELY SLEEVED AND swEPT THR❑uGH IRRIGATION CONTROLLER STANDARD TIPPING BUCKET BRACKET
EXACT LOCATION OF C❑NIR❑LEER SHALL BE AGREED SNCL❑SED PAD WITH SCH 40 RIGID CONDUIT
UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND ALL SLEEVING SHALL BE A MINIMUM OF 18' BELOWSTRAINER #40 BRASS NIPPLE
CONTRACTOR PRIOR TO ANY TRENCHING OR FOR COMMUNITY FACILITIES DISTRICTS � " C4 PLACES)
WIRE PLACEMENT FINISHED GRADE: ALL SLEEVING IS A GRAPHIC REPRESENTATION �:J 1/2 DIA: FLEXIBLE ALL WEATHER MESH M❑DEL
[9 I OF A TYP, INSTALLATI❑N, ELECTRICAL CONDUIT, CONNECT BRASS ELB❑ BRASS ELB❑W
36"
M
(CFD'S) !�'� BOX TO BOX, BRASS UNION
SIZE OF EQUIPMENT = 46'W x 1$'D x 54' HIGH 1 `�1 TIPPING BUCKET RAIN GAUGE, INSTALL o
PER MANUFACTURERS RECOMMENDATIDNS, BRASS PIPE
SIE OF CONIC, SLAB = 52'W X 24'D X 8' THICK 1, Toro Network 8000 Model # 132-86-08, 32 station field 4 RELIEF PORT
BRASS BALL-
W/#4
ALL
W/#4 REBARS AT 12' O,C, TYP satellite controller,BRASS BALL
f 5�4" DIA GALVANIZED STEEL PIPE POST, VALVE L❑OSE KEY 18, VALVE
OSE BTB
GENERAL NOTES,
PROVIDE SODA METER AND SOA/2P MAIN C/B WHERE INDICATED 2, Mount in Strong Box Model No, SB-24SS/12OV, 2 WEATHER PR❑❑F ELECTRICAL "J'BOX BRASS PTFE
12" [IN DRAWINGS (Stalnle55 Steel,) 6 I DRILL 1" DIA H❑LE THROUGH PIPE
PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS: $' DIA, X 12' D. AND MOUNT B❑X TO PIPE: 11
BOTTOMLESS GD. UND WELL L S ❑ -8" �- - - - - - - - - - - - - - - 18" #4 REBAR
r: '•4..• .'.-- PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED 3" WITH PARKWAY COVER, 3, Provide Rainmaster 32 PC 'PI tall' fol" remote controll I , - � FR❑ME PIPE ❑F FOOTING AWAY 18 �
" "'' ON DRAWINGS. FILL WITH PEA GRAVEL g 1.S FOOTING/FOUNDATION
operation, .;'.
TERMINATE AT EXISTION HANDHOLE. PER S.C,E. COMPANY REQ, a', :.� :,`_ ; ,":"a ;;, ♦� O FINISH SURFACE:
90 VERIFY EXACT LOCATION AND TERMINATION REQ, WITH S.C.E, CO. 8
SWEEP PRIOR TO TRENCHING #4 REBARS
ELLS CONDUIT FOR TYP. 5/8'DIA X 10' DRIVEN GROUND PRESSURE CON(, STABILIZE ❑ PRESSURE
CONTROLLER 4, Provide Cambell Scientific Inc,TE525 tipping bucket SUPPLY LINE (TRUST BLOCK) SUPPLY LINE
CONDUIT AND CONDUCTOR SIZES ARE BASED ❑N NDNMETALLEC CONDUIT ROD PER ARTICLE 250-$1 pp � � NATURAL COMPACTED SOIL.
WIRES AND COPPER CONDUCTORS WITH TYPE 'THHN/THWN' INSULATION, 4" --- .. ❑F 1990 NEC (Heavy Duty Model )
(INTAKE) (DISCHARGE)
FRONT VIEW t 'J' S 0)1" DIA ELECTRICAL PVC RIDGED CONDUIT
INITS 5, Provide Sensor Input Board (SIB) Model, #995-63 t0 3' I FR❑M PIPE TO C❑NIR❑LLER,
1D" 16"
interface with flaw meter and rain shut off device, DISTANCE -
0PR❑P❑SED CONTR❑LLER SNCL❑SURE VANDAL RESISTANT ENOL❑SURE
IRRIGATION CONTROL L 3/4" GRAVEL
BOARD 1 L, PRL7VIDE 20 AMP 6. Provide Radio Link Kit #89-7611 to communicate Wltl'1 � STAINLESS STEEL HOSE CLAMPS (8)EACH BRASS ELB❑W
( I I I METER FACES 2 POLE l3REAKER M Central COmI land All radlC7 eC�UIpmE'nt shall be -- 18" NOTE, 6" T
LI STREET FOR NEW PUMPS ACID WASH STEEL PIPE P❑ST, STEEL POST ( �'� `:•'`'�" ` ' :.I BRASS UNION
METER I I I WHERE APPLICABLE PUMP CL7NCRETE compatible W I t h VHF , II "
12 MAX CAP AND ELECTRICAL "J" BOX THOROUGHLY, t• . ;ca)
( I I ��® 50 A TEMPLATE /-EXTRA MOUNTING •
( I I STRONG B❑X zP SIGNAL 7 g �: , M+ • .. I
M❑DEL N❑, SB- 24SS/120V POWER 7. Provide ground rod and surge protection for each AND 2 C❑ATS OF F❑REST GREEN EXTERIOR i . ! ''' ' •"' I; VALVE
J 120/240 , satellite controller, a HIGH GLOSS PAINT,. _ -- -►,
I r 03W j , ..\ / 1_1.. #4 REBAR
I GRt7UNDUR�DF�R '^_1 I 1 - - °�, . E1 1. I ( - 12" 12"
1 1�" --I INSTALLATION Contact: Curtis Newman III-" q;3' ,a+4' - 1=1 Z4u I I -III i I I ---I
1 L- - J 2 EXTRA 1' CONDUITS California Turf !�, I -I ": '4 -• 11, I I I , I II ; f' I i -I I_ I ��
FINISHED GRADE
r:.;N: (�Y19) �J2O-E3181 _ "` a. _ _ NOTE, BACKFLOW T❑ BE SECURED IN THE
1.I- �1 I- �) I I I OPEN POSSITION USING A LOCK AND
(619) 793--3999 (Pager) I (=I :.... C=I (^I I (�I I I, •I- END
_ _ _ CHAIN LACED THRC]UGH THE GATE
"�'"' ' ,. (800) 774-8873 (Main Of - �``�.; .'',' �'' III -I (( VALVES T❑ PREVENT THE SYSTEM
,� 3" LR. I i I ''".. `'' -I i I- FROM BEING ACCIDENTALLY SHUT OFF.
SWEEP CONDUIT FOR GROUND FOR ELECTRICAL I I -I_. , I I CONTRACT❑R IS TO PR❑VIDE THE CITY
ELLS WIRES
3/4'C, 1#6 Park and Landscape Development Section, Engineering Division -T I (=1 11=I I TTI I g WITH TWO SPARE KEYS T❑ THE LOCK, CityStd. 50�
END VIEW City Std. 505 City Std. 505 Community Development Department, City of Fontana (1/26/98) City Std. 505 City Std. 506
NTS
Controller and Enclosure Controller Enclosure Notes Controller Rain Bucket K Backflow Preventer
Irrigation Con �
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4b496rocktohAvenae REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SCALE:
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1 IF SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIF RN IA N.T.S.
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$'� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CONSTRUCTION DETAILS in DA's
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LLL�` DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED sY: PHASE 1 -
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Date �� �� 7l, e-mail: ai1: comworksi9pe.neE BEFORE ����� DAYS B E F❑ R E CCG
y�, p YOU DIG YOU I)TG N,. _ _s: BRING THEPyI INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: AP D BY: DRAWING NO.: 1�
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'111-s DSS I � M� R 0 U P A PUBL T C SERVICE BY UNI)ERGRQUND SERVICE ALERT _ STANDARDS I N EFFECT•
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C TY ENGINEER R.C.E. 51152 DATE: 7.
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