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HomeMy WebLinkAbout3230-4tM U, �l W _ U) W LL Underground Service Alert Call: TOLL FREE -300 422-4133 TWO WORKING DAYS BEFORE YOU DIG l„r`.JIV� I nuka I IV1NI INIIJ 1 C:0 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 EI^lGINEER 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 4.8 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 THATPHASE 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. 13, CONTRACTOR TO REFER TO IRRIGATION PLANS FOR SLEEVE LOCATIONS, CONTR. MAY ALSO REFER TO PLANS PREPARED BY BUTSCO UTILITY DESIGN INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION. MATCHLINE "DD" - SEE BOTTOM RIGHT ■■■■■■ ■■■■■ ■■■■ IN■■■■■■■gyp■■III 0' 1 19 a: I •r ' 20 7' I . j tM ' I �w■r w r wr_ww r w ( I a •, j 70' 21 1 12 i P.A. r I �. w ■�_ w _ • I iO LTJ i :D I 22� y i �i LLI a z I• rr� i �■wn w w wwwwws w r � i F-- i � I 23 7' i p.* .:. t N Y 7j W ( 3'R.. TYP. j 24 i 7' 30 R. TYP, 8'-0" I TYP, is .• .. 0„ TYP. LC I w_ w r■■�_ w w Q a 1 •~� � I o0 N . I 70' j 25 IQ 10 a 81.011 I TYP, i 8 j 910 I ._...v■ _ _ w __mow w r , I 26 • • i - d I IN e ain0a 0Vil0 1 L aIoaI■aIN IN MATCHLINE "EE" - SEE TOP LEFT no I FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET D-1 FOR SPECIFICATIONS, SEE SHEET S-1 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET 1-2 FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-2 FOR LIST OF WALL LENGTHS, SEE SHEET C-3 49 1 Ti 4 ■__._.--_.—._.—•—---•—•—•—•——•-------•-------I�._._ _-�.•-----•—•--• ---•—•-----•—•-----•---•—._. —•--- U� I W• w SANTA ANA AVENUE ■ ■ $ 50'-0" 281-6" I W® TYP. o ■ TYP. (n ■3'-6" R. TYP m 10 i ■ P.A. t 1I . • • 9 P.A. 11 4'-6" R. TYP. ° 24„ C31s" 10 14 ■ P.A. 15 60" 48" 66" 18 •�` � .. i ■�- ■ ""� ■ EQ 48 r. . 24'x' ■ 12 1 2 j U ° P.A. 60' J 18� B.C.R. I �.. 40'-0" TYP. j 1 16 42'30° j ■1 wa - $ 36" I ® 14 im �i48"� � � I I i b I CONSTRUCTION LEGEND N h 1 6'-0" HIGH SPLIT-FACE/PRECISION (1 SIDE ONLY) BANDED MASONRY BLOCK THEME WALL w/ PRE -CAST CAP O I PER DETAIL A SHEET D-1. O20" SQ. x 6-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP AND COBBLE VENEER PER DETAIL gip , � B, SHEET D-1. I . I o3 6-0" HIGH SPLIT-FACE(1 SIDE ONLY) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP PER DETAIL C SHEET D-1. I RETAINING EXTENSION OF NEIGHBORHOOD WALL. SEE WALL MATRIX, SHEET C-3 AND PROTO II DETAILS, I QSHEET D-4. I a 5 6-0"HIGH MASONRY BLOCK INTERIOR WALL PER SEPARATE PLAN SUBMITTAL FOR TYPICAL FRONT a i YARDS.(N.I•C.) O5'-6" HIGH COBBLE VENEER RADIAL MONUMENT WALL w/ WING WALLS, LOGO ACCENTS, AND Tm POURED -IN-PLACE CAPS, SEE DETAILS H, I, AND J, SHEET D-1. O7 5'-0" WIDE MEDIUM BROOM FINISH CONCRETE SIDEWALK PER DETAILS D AND E, SHEET D-1. REFER TO CIVIL 70' ENGINEER'S STREET IMPROVEMENT PLANS. •' . MEDIUM BROOM FINISH MEANDERING CONCRETE SIDEWALK PER DETAILS D AND E, SHEET D-1. SEE 15 , CONSTRUCTION PLAN FOR DIMENSIONS. -- - DEEP SCORE JOINT PER PLAN. SEE DETAIL D, SHEET D-1. ¢ If O ¢ I tt a 10 CONCRETE EXPANSION JOINT PER PLAN, SEE DETAIL D, SHEET D-1. a 11 HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. i 12 6" CONCRETE MOWSTRIP PER DETAIL G, SHEET D-1. ( = LINETYPE) - w' .30" R. TYP, 13 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. I 0 .0" o , 14 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS, I -c° I I 15 DRAINAGE CATCH BASIN PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. "DESERT SELECT" LANDSCAPE BOULDER AVAIL. THROUGH SOUTHWEST BOULDER, (800) 540-1147, PER 1 ` P.A. .::. a 16 DETAIL F OR H, SHEET D-1. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 7Uj i 17 20" SQ. x 6•9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP, LOGO ACCENT, AND COBBLE z VENEER PER DETAIL L, SHEET D-1. • 'tui 18 2'-6" HIGH COBBLE VENEER RADIAL MONUMENT WALL w/ BOULDER ACCENTS AND POURED -IN-PLACE CAPS. SEE DETAILS K AND M, SHEET D-1, j - ww_r■ r r w__wr r I - Z I 'a TYP: 17 70' � 8 j •' ' a I wrwrA _ r wwrrr w w ■r I M .. j 000,� 10 i 18 a 12 I ' I 70' j • i w,�r• _ r •■■■w� r r I 19 a I ■■e■■■■ ■■e■■ `•af ■ 0000■■8■I■1118 SHEET KEY MAP MATCHLINE "DD" - SEE TOP CENTER �-0• + . Y... ,�N _ . -N . _ .0�• ..-M raw. W�•a SCALE: N.T.S. L1 }t1410116u1l0IlAj4 LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 e e■n,e Richard Krumvuiede CA Lic, #2834 AZ Lic # 29115 e' NV Lie, # 446 TX. LIC #1864 a�D SC q pF *Umw��e o::ro CITY E MUM& CALIFORPOIA -For 7 SYCAMORE HILLS TRACT. #'s 16074 & 16232 SCALE: 111 = 201-0 DE BY: Cot!MUNITY FAC ITIE DISTRICT DATE: KPF 6/20/02 CHECKED BY: APP UF.Ii.E3Y: DATE'' DWG. NO.: 4 RWK =777 CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 3230 ig r` Mcr) ¢C U C6 ILC� O, W 1 cc¢ IS Q cn F-• w q 2-X � © w ¢gym wcr) W U c~n LL (s XM W OW 4. ® 00 U M Cf) V - 014S CITY E MUM& CALIFORPOIA DRAWN BY: KPF SYCAMORE HILLS TRACT. #'s 16074 & 16232 SCALE: 111 = 201-0 DE BY: Cot!MUNITY FAC ITIE DISTRICT DATE: KPF 6/20/02 CHECKED BY: APP UF.Ii.E3Y: DATE'' DWG. NO.: 4 RWK =777 CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 3230 ig I RR1 C-t''y'totA PLACARD y 1 1 KPF 8/19/02 1 " = 20' 0015-5 U-2 OF SHTS.