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1.1X2 12 GA. TUBULAR STEEL, TOP & L A N❑ J �, A P E
2 t° I :::: I '< BOTTOM RAILS LAY FLAT. _
ELEVATION e PLAN VaW m U M U ARCH I TE C T �.� P E
_ 1 p Q•-0;J'�; ; 1 e. 1 2. 1/2" SQ. 16 GA. TUBULAR STEEL FENCE
Q 1 p:: V I ee PICKETS @ 4" O.C. MAX. TYPICAL. (4" CLR.
- - _ :� ! ':; MATCH TO ADJACENT SITE PLANNING
FENCE OR WALL MAX. OPENING ALLOWED BY CODE.)
1. 1 X2 S 2 GA. TUBULAR STEEL G A 10621 Church St., Suite 106
6' 3. 2" SQ, 12 GA. TUBULAR STEEL FENCE POST Q. 1 E ATE FRAME W/CORNERS MITERED, WELDED &
�' I O.'•=•d= GROUND SMOOTH. Rancho Cucamonga, CA 91730
9 •_ - @ 8 -0" O.C. MAX... 9
4. 1 • (909) 484-2800
- 1 4. UNDISTURBED OR RECOMPACTED 2. 1/2" SQ, 16 GA, TUBULAR STEEL FENCE PICKETS @ 4" O.C, MAX. TYPICAL 4" CLR, MAX. Fax (909) 484-2802
i SUBGRADE PER STRUCT. SOILS REPORT.
3 I 1 2 OPENING ALLOWED BY CODE), Richard Krumwiede
5. CONCRETE FOOTING. FOOTING SHALL CA Lic. #2834
ELEVATION ar:} L - - - - - .�;y: _ J 3, 3"x 3", 12 GA. TUBULAR STEEL POST SET IN 24" DEEP X 12" SQ. CONCRETE FOOTING. AZ Lic. # 29115.
'' ' ACHIEVE 2000 PSI @ END OF 28 DAYS.
. •.;• •.:•'•• ,••'••. •.•. •.•. •. •.•. ,•. •. •..•. NV Lic. #446
3 f ,�j 5 :�"i;, CROWN TOP 1" AS SHOWN TO DRAIN. CONCRETE SOLID POST VOID, TX. Lic,#1894
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4 - ��3'- �V r L 4 4. 24" DEEP X 12" SQ. CONCRETE FOOTING, FOOTING SHALL ACHIEVE 2500 PSI @ END ,
jell. ............................... I Ii- ELEVATION ° ° SECTION - OF 28 DAYS. CROWN TOP i AS SHOWN TO DRAIN.
cc SECTION NOTE: 5. HINGE ASSEMBLY. WELD HEAVY DUTY 1/4" THICK BALL ND S C A pF
ELEVATION SECTION \� - R , q n , w . , R . n „ .� ALL CONNECTIONS TO BE CONTINUOUS WELDED. BEARING HINGES TO GATE FRAME AND 3X3 POST,
STREET SIDE o - LEGEND, F, /,
BALL -
LU REMOVE ALL SLAG &SPLATTER &GRIND ALL O�Ur%iCy
WELDS SMOOTH. ALL TUBING TO HAVE ENDS
ELAN VIEW 5 WELDED CLOSED. PAINT STEEL WITH (1) COAT 6, ASPHALT STREET FINISH SURFACE. 4� `0 n �•„e
1. PRE -CAST COLUMN BLOCK CAP, #Q-H2OPC AVAILABLE FROM ZINC CHROMATE PRIMER &WITH (2) COATS `'+ r 01 ++'
LEGEND: ' o LEGEND: QUICKCRETE (909) 737-6240. ALLOW 4-6 WEEKS LEAD TIME. COLOR RUSTOLEUM (COLOR TO BE SELECTED BY OWNER), 7, TUBULAR STEEL FENCE PER DETAIL D, THIS SHEET. " � K'
TO MATCH WALL CAP. =�
1. PRECAST CONC. CAP, #Q-A10SWC COLOR Cl 4 0 1. 6X2X16 PRECISION MASONRY POR CAP. 8. SELF CLOSING LATCH W/ LOCK gna ure
COLOR TO MATCH WALL, AVAILABLE ,moi, COLOR TO MATCH WALL 2. 16x8xi6 PRECISION COLUMN BLOCK vv/ STONE VENEER. 7/31/04
FROM QUICKCRETE PHONE # 909 737-6240, �' PROVIDE VENEER CLIPS @ EACH COURSE. GROUT SOLID. - „ enewa Date
( ) z NOTES; 9. 5/8 DIAMETER CANE BOLT W/ 3/4" DIAMETER PIPE SLEEVE •d3L-
ALLOW 4-6 WEEKS LEAD TIME, 2. 6X8X16 SPLIT FACE (1 SIDE} MASONRY BLOCK ON NOTES' KEY FIRST COURSE iV 4 j� ate'
STREET FACING SIDE. MANUFACTURED BY • WALL TO BE PROTO II CONSTRUCTION • WALL TO BE PROTO If CONSTRUCTION o
2. 6 x 8 x 16 PRECISION BLOCK. MANUFACTURED BY ANGELUS BLOCK (909) 350-0244 COLOR WARM GRAY. TECHNIQUE, 3, FINISH GRADE. TECHNIQUE (ENGINEERING CALCS i �rF 0 F A���O�
ANGELUS BLOCK (909) 350-0244 COLOR WARM PROVIDED BY MANUFACTURER).
GRAY, 3. FINISH GRADE. • MASONRY WALL MANUFACTURED BY 4. PROPOSED CONCRETE FOOTING PER STRUCTURAL : ' S NOTE:
3. FINISH GRADE. ANGELUS BLOCK (909) 350-0244 COLOR ENGINEER'S REPORT, j
NOTE:. WARM GRAY
4. PROPOSED CONCRETE FOOTING PER ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND
4. PROPOSED CONCRETE FOOTING PER RENCE ONLY,STRUCTURAL ENGINEER'S REPORT, TIE 5. ADJACENT SPLIT -FACE WALL PER DETAIL B THIS SHEET,
STRUCTURAL ENGINEER'S REPORT, NTERDETAIIOR WALLSL FOR ARE TO BE PER FOOTING INTO PILASTER FOOTINGS. ALIGN BACK OF PILASTER w/ WALL GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL
SQ WITH (1) COAT ZINC CHROMATE PRIMER AND WITH (2) COATS RUSTOLEUM (COLOR PER
TYPICALS PACKAGE. 6, RUSTIC LEDGE STONE VENEER. MANUFACTURER ELDORADO STONE (760) 736-3232, COLOR SEQUOIA, OWNER).
5. ALIGN FACE OF WALL WITH PROPERTY
LINE.
SPLIT C Y LL /
'-O"PRECISION L PRECISION I -PILASTER
TUBULAR R ST ELF E T- L T. LQATE
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4 2 i� SECTION w/ SIDS WALK SECTION w/ 24" WIDE BANDING
6"
3 WATERPROOF EXPANSION JOINT COLD JOINT
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LEGEND:
� 1. 8" THICK (OR PER SOILS REPORT) STONE STAMPED CONCRETE
, 5 w/ ASHLAR SLATE PATTERN AS MADE BY BOMANITE. INTEGRAL EXPANSION JOINT SCORE JOINT
COLOR NO. 21, ADOBE TAN CHROMIX ADMIXTURE 13Y LM. SCOFIELD.
LEGEND: RELEASE COLOR NO, A-25, LA CRESCENTA BROWN BY LM. SCOFIELD.
. v GEMENTONE CLEAR SEALER BY L.M. SCOFIELD INSTALL 10 x 10 x 6 x 6 LEGEND:
1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH, EWWM WIRE MESH AT MID HEIGHT. (DCONCRETE PAVING,
2. #3 REBAR CONTINUOUS SET @ MID -DEPTH. I 2. UNGROUTED JOINTS. ® 1/4" TOOLED RADIUS.
3, 1 /2" BULLNOSE (TYPICAL), 3. SUB BASE AS PER SOILS REPORT. 3Q WATERPROOF SEALANT, COLOR TO MATCH PAVING.
4. FINISHED GRADE. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION.
4. FINISH GRADE. Q 1/2" POLY FOAM EXPANSION JOINT w/TEAR-AWAY
' � 5. 90°!° COMPACTED SOIL. TOP, SEE SPECS.
5. 90% COMPACTED SUB -GRADE. 6.18" WIDE NATURAL COLOR MEDIUM BROOM FINISH! CONCRETE BANDING. SEE
CONSTRUCTION PLAN FOR LAYOUT. ® COMPACTED SUB -GRADE PER SOILS REPORT.
NOTE: e 7. #3 REBAR CONTINUOUSLY RUN. SET AT MID -DEPTH.
INSTALL CONTROL JOINTS @ 8'-0" O.C. MAX, SPACING AND AT ALL END
OF CURB RETURNS. 8. 1/2" POLY FOAM EXPANSION JOINT ALONG SIDES OF BAND,
9. SIDEWALK. Li
PLAN VIEW
8 6
CONCRETEI T CCONCRETE/D . JOINTS
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6/24/03
DRAWN BY: SCALE:
MSS TRACT. # 16363 AS NOTED a
DESIGNED BY: COMMUNITY FACILITIES % ICT DATE: AS NOTED
JRI 6/25/03
CHECKED BY: APPROVED BY: DWG, NO.:
DATE:7- T -p,
JAF CITY ENGINEER .G.E. 51152 EXP. DATE 12/31/03 3532 11 0321-5
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