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HomeMy WebLinkAbout3655-2MATCHLINE W' - SEE SHEETL-3A son _.� M. M LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK W - � J do M 140 139 I 0 4211 16 3 7 10 9 3 m 48 W LINE OF SIGM- : 24 W �j* • 36„ ..... , P.A. _ W ....:.,to W P.A......� W - Z ■ J 1} 13 ■ 7 < LIMIT OF WORK EX. WALL NOTE: EXISTING V-0" HIGH PRECISION BLOCK MASONRY WALL TO REMAIN. PROTECT IN PLACE. Z C\I e %IN ■ 138 137 136 135 ' 134 133 U) z W co T 3 7 ( a Ct.W NN WW LCI. W W LO P.A. P.A. -:F Z co P.A. w W T-cc P.A. _ P.A. ■ O Q _� T W ■ U_ CO W • • ... LINE OF S1 HT I OOT- ............ W� f'W _ 14 15 10 UNDERWOOD DR. _ ' cc ■ - 9- - - - 11 �- Q� =11--- - - __}___ - •--- �� -�--- - ---f - - -1 - -}- - - a - U■ Wp cc OC Q 2 - LIMIT OF WORK CONSTRUCTION NOTES CONSTRUCTION LEGEND DRAWN BY: KPF SYCAMORE HILLS TRACT. # 6495 / �C MUNI_ FACILITIES IS IC O6-0" HIGH SPLIT-FACE/PRECISION BANDED (ALTERNATING COURSES) MASONRY BLOCK THEME WALL w/ PRE -CAST CAP PER WALL PLAN, SHEET L-4. SEE DETAIL A, SHEET L-5. 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR v SPLIT -FACE BAND ON VISIBLE FROM STREET. 2 15 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 2 20 SQ. x 6 -9 HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP AND COBBLE VENEER. SEE DETAIL B, SHEET L-5. FAILURE TO GIVE SUCH NOTIFICATION. 3 6-0" HIGH SPLIT -FACE (ON SIDES VISIBLE FROM STREET) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP PER WALL PLAN, SHEET L-4. SEE DETAIL C, SHEET L-5. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES 4 PROPOSED INTERIOR SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 5 6-0" HIGH MASONRY BLOCK INTERIOR WALL PER SEPARATE PLAN SUBMITTAL FOR TYPICAL FRONT YARDS.(N.LC.) 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). 6 V-6" HIGH COBBLE VENEER RADIAL MONUMENT WALL w/ WING WALLS, LOGO ACCENTS, AND POURED -IN-PLACE CAPS. SEE DETAILS F, G, AND H, SHEET L-5. 4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 7 MEDIUM BROOM FINISH CONCRETE SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. HATCH FOR REFERENCE ONLY. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. 8 MEDIUM BROOM FINISH MEANDERING CONCRETE SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. HATCH FOR REFERENCE ONLY. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 9 DEEP SCORE JOINT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SCORE LINES SHOWN FOR REFERENCE ONLY. 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 10 CONCRETE EXPANSION JOINT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. EXPANSION JOINTS SHOWN FOR REFERENCE ON'.Y. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION 11 HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. OPERATIONS AS SHOWN. 12 6" CONCRETE MOWSTRIP PER DETAIL D, SHEET L-5. (--------------------- = LINETYPE) 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION 13 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. PER SPECIFICATIONS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 14 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 15 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLE.NS. 10. ALL CURVILINEAR WALKS, CURBS, MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 16 "DESERT SELECT" LANDSCAPE BOULDER AVAILABLE THROUGH SOUTHWEST BOULDER, (800) 540-1147. SEE DETAILS E AND G, SHEET L-5. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 17 PROPOSED CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 18 EXISTING CURB AND GUTTER. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS FOR REMOVALS. 19 EXISTING 6" CONCRETE MOWSTRIP. SEE CONSTRUCTION PLAN FOR POSSIBLE REMOVAL AND/OR EXTENSION WITH NEW 6" CONCRETE MOWSTRIP.(.................................... = LINETYPE) Underground Service Alert 7 _, * Cali: TOLL FREE a ®> W,800 nn� 422'4133 TWO WORKING DAYS BEFORE YOU DIG WALL PERMITTING NOTE: PERMITTING TO BE PER OVERALL WALL PLAN SHEET L-4. REFER TO WALL MATRIX FOR LENGTHS OF WALLS SPECIFIC TO EACH LOT. PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET. FOR CONSTRUCTION DETAILS, SEE SHEET L-5 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-13 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 FOR WALL MASTER PLAN, SEE SHEET L-4 LANDSCAPE ARCHITECTURE SITE PLANNING 10221-A Trademark Street Rancho Cucamonga, CA 91730 , Tel (909) 484-2800 Fax (909) 484-2802 Richard Krumwiede = R a CA Lic. #2634 AZ Lic. # 29115 r W Lia # 446 °'Ir° °P'° TX. Lic. #1684 �PNpSCA �\ Date F C A�•�F�Q of OD z T �0) JZ_ C1* Ul tto' 0 U_ fi— CILCf)C .CO LU CO w� tr F .- w� Cc O ©o # U • cY) toM CI'T'Y OF FORITARIA, CALIFOR I.A DRAWN BY: KPF SYCAMORE HILLS TRACT. # 6495 / �C MUNI_ FACILITIES IS IC SCALE: „ 1 = 20'-0" DESIGNED BY: KPF DATE: 7/9/04 CHECKE JRCCITY APPROVED BY: / 1 f�, �G. ENGINEER R.C.E. 51152E P. DATE 12/31/05 AWG. NO.: 3655 2 15