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16' MASONRY PILASTER WITH 4 14 FWANA
GENE(, NOTES VERTICAL AND 1 12 TIE AT TOP OF PILASTER
1• CONCRETE BLOCK SHALL BE SPLIT FACE (TAN) rArx16FILL ALL CELLS WITH GROUT.', HOLLOW UNITS. CONFORM BLOCK WALL NOTES: Vrr" sr WALNUT AVE
TO A.S.T.M. C-90, GRADE 'N-1' MEDIUM WEIGHT UNITS WITH MAX LINEAR SHRINKAGE 1. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SWILL BE P
OF 0.06X. CONTRACTOR TO VERIFY COLOR OF BLOCK AGAINST EXISTING TRACT WALLS. UNE OF FOOTING BELOW. UPPED. EACH STEP SHOULD STEP THE PROPER HEIGHT To FIT BLOCK AVE < V
2. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT r0 NOT MORE THAN FOOTING SWILL BE 12' THICKr - - - - - - - - - TYPEUSED
EXCAVATIONS
S SHOULD BE CLEAN AND CONTAIN NO LOOSE
THREE PARTS SAND AND NOT MORE THAN TWO PARTS PEA GRAVEL. MINIMUM GROUT AND 6' WIDER ALL AROUND EARTH FOREIGN MA
CITY OF TA
STRENGTH SHALL BE 2000 PSI IN 28 DAYS. i I 2. SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETE
3. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2' GROUT. WITH A SOILS I ENGINEER STRENGTH OF Rte) - TYPE II CEMENT (TYPE V WHERE REQUIREDNC PLANS
{
AVEME
4. ALL MASONRY SWILL BE REINFORCED GROUTED MASONRY. ALL VERTICAL MASONRY PILASTER REINFORCING I 3. SOIL SHALL BE COMPACTED AND HAVE A MINIMUM BEARING CAPACITY OF 1,000 LBS lJ��u O 0
PER SQUARE FOOT AND A LATERAL CAPACITY OF 200 LBS PER SQUARE FOOT PER
5. REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT SWILL HAVE 6' HOOKS AT BOTTOM AND EXTEND I I FOOT OF DEPTH. CONTRACTOR TO VERIFY SOIL CONDITIONS PER SOILS REPORT. MRQ
WHILE PLACING MASONRY. A MINIMUM 8' INTO FOOTING I I 4. CONCRETE MASONRY UNITS SWILL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN.
(Pm DESIGN CRITERIA FOR BLOCK IS BASED ON 1,500 PSI). STANDARD HEAD AND BED U
6. ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE I OR 1E, LOW ALKALI. JOINT BLOCKS WITH MORUR MAY BE USED OR INTERLOCKING BLOCKS MAY BE USED. a rq
I I 5. MORTAR SHALL BE TYPE S. 2,000 PSI MIN. MORTAR MAY BE USED AS GROUT IN I3' AVENUE DETENTION BASIN-MILLER�(
7. Fl WEIGHT CON AGGREGATE SWILL CONFORM TO AS.T.M. C-33 FOR STANDARD L - - - - - - - - - J HIGH LIFTS. ��1 I T-1
6. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING.
8. TIiE AGGREGATE DRY1NG SHRINKAGE AT SHRINKAGE' YSQA OF DRYtMG NOT EXCEEDING 0.04X. SHALL BE AS PER AS.T.M. C-33 WITH THE AVERAGE F�AST� DUAL 7. REINFORCING REBAR SHALL CONFORM TO ASTM A615; Fy =40,000 PSI. pppp���� ��
9. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT NOT To SCALE VK3M MAP rf7WECT
28 -DAYS. THE WATER TO CEMENT RATIO SHALL NOT IXC® 6 1/2 -GAT.. PER SACK N.T.S. LOCATION
OF CEMENT. MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. MAX SLUMP = C. EXISTING
LIUNDERGROUND ITZ&VINNES ANN
10. MORTAR SHALL BE TYPE 'S' AS DEFINED IN TABLE 21-A, 2007 CALIFORNIA BUILDING EDISON Ll PILASTER
CODE 1800 PSI IN 28 DAYS. - R
w W W MILLER W 6VENUE w w
11. MINIMUM SPECIFIED STRENGTH OF THE MASONRY ASSEMBLAGE 'Pm" SHALL BE 1500 PSI. EXISTING 30' RCP STORM DUN_- -- - -- 12' � 8'-11'
I I I 11 12 13 14 - 15 16 17 2' MIN.DETENTM
12. ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL GROUND OR ON COMPACTED +-- - E - -T - - + - �- - --� - I - _ _ _ - - - F— - �— — ruBULAR STEEL BAS�V
Flu WITH A MINIMUM DENSITY OF 95X RELATIVE COMPACTION. EXISTING BLOCK WALL _ - _ _. ___-_-- ___.
I TO REMAIN T pASThNCE - _ _ NG R/W N EXISTING 66' RCP STORM DRAIN I FENCE
13. REFER r0 LANDSCAPE ARCHITECT'S PLAN FOR ADDITIONAL DETAILS. I I 57'lin_ _ - o - o I EXISTING BLOCK WALL
EXISTING BANK
" - - SULTANA - _
Cff OF FONTAM UMff P OTF�C.rAIM Uff �"
-- 5' 0.5'
63 t.
AVE 2x ~. -
,
CITY OF FONTANA UNDERGROUND SERVICE ALERT 63.1p 6 iv 6
ATTN: KEITH KRAMER 800 227-2600 15' 5 - -
&30 SIERRA AVENUE 59'
FONTANA. CA 92335
vERIZON (TELEPHONE) I s7sT t
- - SECTION 'A -Al
ATM. FRANK ANGUSTAIN I .II i TV. EXISTING BLOCK WALL
(909) 350-6644 Z EXISTING CONCRETE WAD WALL .:-
f 6071 MO�JAAVE DRIVE; BLDG. 3 W 1 PROTECT IN PLACE
SO. CALIF. GAS COMPANY I I TO REMAIN _ NOT TO SCALE
ATTN: FRANK VARGA.S VICTORVIU& CA 92392
(760) 245-0330 I ®I EXISTING BLOCK WALL R/yy
1981 W. LUGONIA AVENUE Cr TO REMAIN - 12' 8't
(909) 135-7781 ATTN.- ROD _ I
REDLANDS, CA 92374 TIME WARNER 13i i .5
_ PILASTER
ti
EMERGENCIES. (800) 427-2200 1500 S. AUTO CENTER DRIVE Q I I 2 I EXISTING V -DITCH TUBULAR STEEL D�„�N
FENCE
SO. CALIF. EDISON COMPANY ONTARIO, CA 91761 v .
ATTN. ROBERT AHNtENDr (909) 975-3405 G ,� MILLER AVENUE - 2' TYP, , BASIV
7951, 357-6546 REDWOOD AVENUE FONTANA WATER COMPANY W zl DETENTION BASIN EXISTING FENCE
PROTECT IN PLACE EXISTING BLOCK WALL
FONTANA, CA 92336 ATTN. SIEVE GAO V I I � � I EXISTING V -DITCH EXISTING
V-DITCH SpENULK
909 820-5598 - UNDERGROUND L M TF, CA AVENUE g --� a� -- ��L M 5' 0 EXISTING BANK
909 820-5137 - TRANSMISSION EL MONTi« CA 91733 — ��
213 637-1233 -PIPELINES (626) 448-6183 1 �� I a AVE 2% I • / //�-
909 357-6589 - DISTRIBUTION FAX: (909) 823-5046 I 7 8 _ TAVANT 2X�14
800 227-2600
Q 3 EXISTING BLOCK WALLSECWN B -F
PFWE NOTICE TO CONMCM& Z � I ISTING CONCRETE PROTECT IN PLACE _ NOT TO SCALE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND OR STRUCTURES ILLWAY
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVN RECORDS. - I4 BAR (CONT)
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE J I - 2' HIGH CONCRETE CAP
I _ - 8'x8'x16' C.M.U.
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
GROAT SOLID ALL CELLS)
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER I I I Y
LINES NOT ON RECORD OR NOT SHOWN ON THEE PLANS. 64' - EXISTING BLOCK WALL
,.:
1 20' PROTECT IN PLACE 14 BAR 032' O.C. to
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED I - __ CENTERED IN WALL 8• �' �, FINISHED GRADE
CONS'TRUC'TION PRACTICES, HE WILL BE REQUIRED TO ASSUME j EXISTING 30' -_ _ -.- - - EXISTING BLOCK WALL -
to
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE _ - __ _ _ _.. - - PROTECT IN PLACE - _\\/\ , - ;. l"
OF OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND ' .
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND _ - --- ____ _ - >
- I I I ^ EXISTING V -DITCH _ -- �_?_ ,- -
__- EXTEND BAR 12'
NOT BE LIMITED TO NORMAL *VRKING HOURS. CONTRACTOR FURTHER � __�_ - _� _ _- ___ _ 12' 14 BAR
INTO FoonNc
I - EXISTING V DITCH - �` i ---I
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN HARMLESS FROM ANY - __ 24" (�
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
W6—
WORKON PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE i __ OF THE DESIGN PROFESSIONAL Z' I'I BLOCK WALL DETAL
C�' AIiD I I IXI BLOCK ALL
WUMOFM NOT TO SCALE
II
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
BLF
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGE TO THE I I I CONSTRUCTION NOTES
I .� , PRo�TE'c IN BLOCK WALL
_ --
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ^�
CONSTRUCT TUBULAR FENCE PER DETAILS HEREON.
2 2 16' X 16' PILASTER PER DETAILS HEREON.
PILASTERS TO MATCH IX1SIIWG COLOR OF SPOT FACE 16'
PILASTERS IN THE AREA LOCATION AS SHOWN ON PLANS CONSTRUCT TUBULAR GATE PER DETAILS HEREON.
DEC. b 3 LATCH CONSTRUCT 2' HIGH BLOCK WALL PER DETAILS HEREON.
5/8' SQ.x16 GA. TUBULAR - REMOVE EXISTING 2' HIGH BLOCK WALL
STEEL FENCE PICKETS
PILASTER/FENCE POST = O6 -REMOVE EXISTING CNN LINK FENCE
O 4' O.C. OPENING MAX. SQ. POST HINGE (TYP.)
PINCH TOP ENDS TO 14 REBAR a7 - SAWCUT AND REMOVE EXISTING CONCRETE SLAB 6"-12' OUTSIDE
DECORATIVE POINT OMID-HEIGHT PROPOSED PILASTER/FENCE POST.
ALL CONNECTIONS TO BE CONTINUOUS WELDED. : 3' CLEAR TO PILASTER/FENCE POST 8 REPLACE CONCRETE SLAB PER DETAIL HEREON.
1 REMOVE ALL SLAG 0 SPLATTER AND GRIND ALL 5/8' SQ.x 16 GA. TUBULAR o-
?" SQ. 12 GA TUBULAR "tr '•r WELDS SMOOTH. ALL TUBING TO HAVE ENDS �i STEEL FENCE PICKETS
WELDED CLOSED. PAINT STEEL WITH (1) COAT '� O 4 O.C. OPENING MAX.
BSTEEL FENCE 0 '� `�' ZINC CHROMATE PRIMER AND W/ (2) COATS 'GREEK' DROP BAR PINCH TOP ENDS TO LEC1�D Q ED
(PAINT TYPE & COLOR PER OWNER). DECORATIVE POINT (TYP.) LAR INDICATES TUBULAR STEEL FENCE 440 LF.
STEEL. TOP & BOTTOM �)
7
RAILS, LAY FLAT FINISH 1 : G INDICATES PILASTER 15 EA.
GRADE FINISHED GRADE _ : _ _ - INDICATES TUBULAR STEEL GATE f EA.
-�U 0 U U U U U U U U U U IF 111 10 10 URN
/\�\\,— - _ _ REMOVE EXISTING 2' HIGH BLOCK WALL 72 LF
/ •
UNDISTURBED OR // /� _ r: \\ (TYP) INDICATES 2 HIGH BLOCK WALL 59 LF
„E- L �, BEND EXPOSED REBAR
6' WIDE X 6' DEEP CONC. MOW STRIP W/ ',�/ ; /�//,/ ' //, RECOMPACTID SUBGRADE j �', : =: ,\ CONCRETE DROP BAR �-
if / / ' \ MOW STRIP 1' ABOVE //�� \\�\- DRIVEWAY SLEEVE EXTEND %� : = 'lX
1 3 REBAR CONT. ALIGN W CENTERLINE �/
OF FENCE % /�\� \ ; FINISH GRADE (MAX.) _ - ro BE FLUSH _ = GRAPHIC SCALE
CONC. FOOTING W/ STEEL SLEEVE ' //j i �' //% SLOPE W/ FINISH GRADE 560-C-3250 i W/ TOP OF 1 X 2' SQ. 12 GA TUBULAR � B A OETAL 40 0 20 40 so 160
EXTEND r0 BE FLUSH W/ TOP OF MOW STRIP (NOT REQUIRED AT DRIVEWAY STEEL. TOP do BOTTOM
_ 12' DW. CONCRETE 8
FILL W/ NON SHRINKING GROUT As REQ. 12' DIA. SPILLWAY) (,�) RAILS, LAY FIAT Nor TO SCALE
STEEL FENCE DUAL STM- FENCE SECTION TUB" STM- DONEE SWING GATE DUAL IN _
NOT To SCALE NOT To SCALE NOT To SCALE 1 Inc 40 fL
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared By: C�L BENCj-�IjARK (SINCE DESTROYED) CI'T'Y OF FONTANA CALIFORNIA
O �iOtJLD OONt�THUCTTON OF CITY OF FONTANA BENCHMARK N0. 361 RAILROAD QRpF ESS /O s
At 90VE EM NOT COARAENM � PREPARED FOR: SPIKE IN NORTH FACE OF POWER POLE D ALLAFID ENGINEERING �o S. Hq
��� M� F PERIMETER FENCE PLANS
TWO YEW OF THE DATE OF APPROVAL VW ILLM t LLC NO. 1536697E AT THE S.W. CORNER OF SULTANA . Civil Engineering - Land Surveying - Land Planning � oP F� ��
FON NA
PERIMETER FE E
8fi0NM FBON AAD CAFE FORTH N A AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 DRAWN BY:
10370 TRADEMARK STREET 8253 Sierra Avenue m RC MILLER AVEUNE SCALE: As NOTED
DIAL TWO WORKING LXICEWMANEFtTHE CITY �>�MAY RANCHO CUCAMONGA SITE Fontana, Calibmia 92335 � No. 43976 rn
BEFORE DAYS BEFORE FEVI M TO TFE PLAW TO CA 91730 ,SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 ) 35G 1815 Fax (909) 1795 * Exp. 6/30/09 * DESIGAEED BY: 13 GIN DATE:MAY, 2008
YOU DIG YOU DIG 1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED kP P /'i�71
� THM KM COAFOFWIANCE WUN TEL 909) 291-7600 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. .308 -1 c t v i L ��� CHECKED BY: AP D /� DATE: Dg D,rAw/NG NO: i
Tal FREE 1-800-227-2600 COADITION3 AAD 3TANDAFD6 N �FECT FAX 909) 291-7630 AND 131' WEST OF CENTERLINE OF LIME AVENUE David S. Hammer, A.C.E. 43976 F '6'0 CAL CA F O
ADJJMM ELH/ATION V= 5 6/80/2009) CITY ENGINEER R.C.E. 51152
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (expire 42SZ
Filename: M:\dwg\15937\15937 Fence 01.dwg