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Home My WebLink About3162-24p LIMIT OF WORK LIMIT OF WORK %Ixxxxx X'X Q■ I Is .S ■ ■ 3 4 TYP O 0: O 2 TYP 4 1 1 P -6'f N -TI < A --■< LU - — - — - — - PA PA 0s PA z S � E i -3t-6' PA ----------------- ---------- .......... ......... .... ... .7 206'-0" TYP 11.6" s TYP S < 6 ■ 6 0 w ■■S ■ w s rr NfJ w LIMIT OF WORK LIMIT OF WORK O : 7.) LIMIT OF WORK NIX X LIMI OF WORK m wm� nomm� In Nowsomommomwo . N. ..........■■ < < PA PA UJ - - -------. ----------- - - z. ..... _ ■ TYP 601-03 24�.011 Typ < C1 ■ 0 ■ ■ ■ LIMIT OF WORK LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL/ FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE), 4, FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6, CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS, 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK, 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.. ■ CONSTRUCTION PLAN ■ BASELINE AVENUE MEDIANS ■ PC ■ ill. 301-011 LIMIT OF WORK DATE: ■ co 4/26/02 ----------- ■ S ' S ---------------------------------- 0 ■ S 1,/8 ACPNG CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 ■ ■ Q ■ S C co ■ 4 TYP 1 2 V C co ■ 2 TYP 4 3 Z N cc: U-1 21-011 R w �0 z ■ TYP 0 PAS PA LL < No 30'_0"_ L 20'-0 20'.011 11,611 '2 '1h4 N_ 2 < ■ LLTYP ILI- 0 S 9 U) M ■ cot ■ ■ ■ ■ ■ LIMIT OF WORK LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL/ FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE), 4, FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6, CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS, 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK, 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.. ■ CONSTRUCTION PLAN ■ BASELINE AVENUE MEDIANS ■ PC ■ ill. 301-011 ■ DATE: ■ co 4/26/02 ----------- ■ Z DWG. NO.: 0 ■ r 1,/8 ACPNG CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 Q F_ C ■ V C ■ UJ w 0 LL CONSTRUCTION LEGEND 31/2" THICK INTEGRAL COLOR STAMPED CONCRETE, SEE DETAIL A, SHEET L-3. Q 31/2" THICK NATURAL COLOR CONCRETE WITH MEDIUM BROOM FINISH. SEE DETAIL B, SHEET L-3, (D 6" WIDE CONCRETE MOW STRIP. SEE DETAIL D, SHEET L-3 (D EXISTING CONCRETE MEDIAN CURB. PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-3 FOR SPECIFICATIONS, SEE SHEET L-7 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-5 CITY OF FONTANA, CALIFORNIA CONSTRUCTION PLAN DRAWN BY: BASELINE AVENUE MEDIANS SCALE: PC SOUTH HERITAGE CIRCLE ill. 301-011 DESIGNED BY: DATE: DER CHAWVENUE 4/26/02 CHECKED BY: PR E Y: F DATE:' %t - 0 DWG. NO.: 0 I--- JAF 1 - 162 1,/8 ACPNG CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909) 464-2800 Fax (909) 484-2802 Richard Krumwlade CA 1_10. 42834 AZ Lic. # 29115 NV Lie. A 446 v 9a TX. Lie. #1884 APF *Umwle 4 'p LO 4C'l 7-31-02 H76I JAT.— .0Z Date C nalliqlaft cot tw _j Uj mm Cz -i=- Z 0 C44) W w> Cz Q F_ C — = M CC V C UJ w 0 LL 7' 0 0 q6) U) cot z .j CL z 0 rr Cf) z 0 A A A A .A A PC 5/10/02 I~ 1 -30 0152 11 C+.i 0 L-2 w Z 2 OF 8 SHTS. 0