The URL can be used to link to this page

Home My WebLink About3151-2I\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\LIMIT OF WORK CONSTRUCTION PLAN HH RETAIL CENTER SCALE: TRACT 15709 RETAIL CENTER 1- - 30'-0" DESIGNED BY: ■ DEA LjLj 5/10/02 CHECKED BY: AF OVEQ BY' y'L D E: DWG. NO.: 2 JAF )L 8 i ■ 0, ■ - - - - ■ i O •� ►� O Z C ` 0 ■ LL '. O w ■ TYP 4 ■ • ` F- :D z 3Uj ■ ■ w . ■ a' TYP 4 ■ z %Q 3 ;J ■ z:m cr w■ ■ = BASELINE AVENUE ; Q w ■w ■ Z 3 5 TYP 5 TYP TYP 5 TYP 4 Q ■ LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK `1 LIMIT OF WORK \\I\\\\\\\\\11\ TRACT 15709 'w - -- ---- -- -- --- - -- ---- - — --- - -- m:z ;o w ■ :o Z �a NPO W TYP 4 3 6. 5 TYP TYP 5 3 TYP ` 0 U ■ TYP * H ■ "D3 PA 24 \ J Z ■ V 231'-0' 6 TMP BASELINE TYP AVENUE LIMIT OF WORK LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SHEET KEY r 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 OWNERS REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 46 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 LEGEND OMIT SEE DETAIL A, SHEET L-3. 0 31/2" THICK NATURAL COLOR CONCRETE WITH MEDIUM BROOM FINISH, SEE DETAIL B, SHEET L-3. O 12" - 6" DIAMETER RIVER WASHED GRANITE DECORATIVE AND WALK ON COBBLESTONE AVAILABLE FROM LOCAL QUARREY. SEE DETAIL C, SHEET L-3. (D CONCRETE MEDIAN CURB PER CIVIL ENGINEER'S PLANS. OLANDSCAPE BOULDERS AVAILABLE FROM LOCAL QUARREY. SEE DETAIL E, SHEET L-3. BOULDERS AND PLACEMENT TO BE APPROVED BY CITY INSPECTOR PRIOR TO POURING CONCRETE.) PLAN FOR CORRESPONDING SIZES. 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 HH RETAIL CENTER SCALE: TRACT 15709 AT MORNINGSIDE TRACT #15709 1- - 30'-0" DESIGNED BY: ■ DEA ■ 5/10/02 CHECKED BY: AF OVEQ BY' y'L D E: DWG. NO.: 2 JAF 3151 8 i ■ 0, ■ co •� ►� O Z C 0 U� Q ■ w . a' U ■ Q' z:m w■ ■ i TYP 4 w ■w ■ Z 3 5 TYP 5 TYP TYP 5 TYP 4 Q ■ z ■ i 1 6 TYP ■ 3A TYP 3 W U— LL ; ■ - Q■ - 9 R - 24 - PA -2464' ■U 24' 36" o - - PA - ® 24 s s R - - - ■ Q 4a4l U ■ TYP nP BASELINE AVENUE ■ LIMIT OF WORK LIMIT OF WORK `1 LIMIT OF WORK \\I\\\\\\\\\11\ TRACT 15709 'w - -- ---- -- -- --- - -- ---- - — --- - -- m:z ;o w ■ :o Z �a NPO W TYP 4 3 6. 5 TYP TYP 5 3 TYP ` 0 U ■ TYP * H ■ "D3 PA 24 \ J Z ■ V 231'-0' 6 TMP BASELINE TYP AVENUE LIMIT OF WORK LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SHEET KEY r 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 OWNERS REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 46 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 LEGEND OMIT SEE DETAIL A, SHEET L-3. 0 31/2" THICK NATURAL COLOR CONCRETE WITH MEDIUM BROOM FINISH, SEE DETAIL B, SHEET L-3. O 12" - 6" DIAMETER RIVER WASHED GRANITE DECORATIVE AND WALK ON COBBLESTONE AVAILABLE FROM LOCAL QUARREY. SEE DETAIL C, SHEET L-3. (D CONCRETE MEDIAN CURB PER CIVIL ENGINEER'S PLANS. OLANDSCAPE BOULDERS AVAILABLE FROM LOCAL QUARREY. SEE DETAIL E, SHEET L-3. BOULDERS AND PLACEMENT TO BE APPROVED BY CITY INSPECTOR PRIOR TO POURING CONCRETE.) PLAN FOR CORRESPONDING SIZES. 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 MEDIAN SCALE: DEA AT MORNINGSIDE TRACT #15709 1- - 30'-0" DESIGNED BY: DATE: DEA COMMUNITY FA ITI DISTRICT 5/10/02 CHECKED BY: AF OVEQ BY' y'L D E: DWG. NO.: 2 JAF 3151 8 ACTING CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31102 L A N D S C A P E ARCHITECTURE SITE PLANNING 1 D621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909)464-2800 Fax (909) 484-2802 �"'•. Richard Krumwiede CA Lic, #2834 AZ Lic. # 29115 ` 446 TAX, lu, �PNOSCAP Cm �O �Wi 49 � `a saga o =' WCP m W ca J PROJECT/ CLIENT z J M z O REVISIONS No 5/10/02 1"=30' Wr SHEET NUMBER iY. L-2 z 2 OF 8 SHTS. 0 :� U 0, co •� ►� O Z C 0 U� Q +r U z J M z O REVISIONS No 5/10/02 1"=30' Wr SHEET NUMBER iY. L-2 z 2 OF 8 SHTS. 0