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HomeMy WebLinkAbout3156-320 9 9 / y''ti���'+� t� } t". 1.,.4�law.a'►•+� +cw�^ti�Ac����3.��' ,��cMt��„ti1•+�, 1�, '1.. *yy�` P.A. / �` + EXISTING ACCESS ROADS 15 . ♦ T/. CONTRACTOR TO FIELD -VERIFY EXACT LOCATION OF EXISTING SIDEWALK AND ADJUST��, ALIGNMENT AS NECESSARY. MAINTAIN SMOOTH TRANSITION BETWEEN EXISTING g THIS LINE REPRESENTS OUTER EDGE OF PLANTING CONCRETE AND NEW DECOMPOSED GRANITE PATH, FLUSH TO EXISTING FINISHED SURFACE.;� AREA. CONTRACTOR TO REFER TO PLANTING PLAN �/ , yyyy�,��`,. -� ^"� a P.A. FOR LANDSCAPE TREATMENT. co Y Sys •�••• r \ 16 . • / ��rp .'.\ r�� ,�.�*tip �,7.�Ctit'*r, *���+t1'*,, tiiwy, \ M�'�AA IIA. _ ��yyy P.A. . . 777.. ..:::. :..moi: °:::..:.:::::- ce *40 ♦ ' �yy r oy ' ys�•:•::-/ P.A. 15 40, ....... ...... ►��' , k r Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG / �, *S _ `♦ i i ria i s' P.A. ti } may' Y , Y^ tla�. LIMIT OF WORK EXISTING TOWER LOCATION CONSTRUCTION NOTES 1, CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS SUMMIT HEIGHTS it 3.7 ACRE PARK & BIKE TRAIL 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 DESIGNED BY: 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 CHECKED BY: FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION WG. NO.: OF FOOTINGS. 3, ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE 156 1 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 00 DAMAGE AND REPLACEMENT OF SAID UTILITIES, 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AND ALL UTILITY D.G. ACCESS ROADS, REFER TO IRRIGATION PLANS, 7, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS h REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. COMPACT THE SUB -GRADE AND 8, PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY co 00 PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. X ,.Q , y� •9. � . CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT X cc CHANGES AND SHARP TRANSITIONS. 6 ®, 10, ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE 19 WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF r� WORK, THE DESIGN 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, 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. CONSTRUCTION LEGEND O6-0" HIGH TUBULAR STEEL FENCE WITH CONCRETE MAINTENANCE BAND PER DETAIL A, SHEET D-1. OMIT - O16' WIDE DECOMPOSED GRANITE ACCESS ROAD WITH 1x4 RECYCLED PLASTIC EDGING PER DETAIL C, SHEET D-1. O8' WIDE DECOMPOSED GRANITE PATH WITH RECYCLED PLASTIC EDGING PER DETAIL C, SHEET D-1. OMEDIUM BROOM FINISH CONCRETE SIDEWALK PER DETAIL E, SHEET D-1. (D 6' HIGH MASONRY WALL PER SEPARATE PLAN SUBMITTAL O2x4 REDWOOD HEADER EDGING PER DETAIL H, SHEET D-1. O6-0" HIGH TUBULAR STEEL FENCE PER DETAIL A, SHEET D-1. O1x4 REDWOOD BROWN RECYCLED PLASTIC BENDER BOARD PER DETAIL C, SHEET D-1. AVAILABLE THROUGH SMITH PIPE AND SUPPLY INC. (909)984-3337 10 HANDICAP ACCESS RAMP TO SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 11 CITY SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 12 8" CONCRETE MOWSTRIP AROUND COBBLE PAVING PER DETAIL F, SHEET D-1. 13 COBBLE PAVING PER DETAIL G, SHEET D-1. 14 12' WIDE ASPHALT BIKE PATH WITH REDWOOD HEADER, PER DETAIL D, SHEET D=1. 15 EXISTING CONCRETE SIDEWALK TO REMAIN (UNLESS, OTHERWISE NOTED.) PROTECT IN PLACE. 16 144" METROPOLITAN WATER DISTRICT PIPE LINE UNDERGROUND UTILITY TO REMAIN, PROTECT IN PLACE. 17 SAN GABRIEL VALLEY WATER DISTRICT PIPE LINE UNDERGROUND UTILITY TO REMAIN. PROTECT IN PLACE. 18 36" SOUTHERN CALIFORNIA GAS LINE UNDERGROUND UTILITY TO REMAIN. PROTECT IN PLACE. 19 CONCRETE SIDEWALK PER SEPARATE PLAN SUBMITTAL, 20 6" SQ. CONCRETE MOWSTRIP PER DETAIL I, SHEET D-1. K Y MAP PLAN CROSS REFERENCES 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 1-1 FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-1 .......... -... ... ,,. r J I r a I, ♦' I r .' , 1n 110 I taY 15 LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 Richard Krumwiede CA Lic. #2834 Y AZ Lic. # 29115 NV Lic. # 446 TX. Lia #1884 Abp 5C ApF z�oi �umw� q1 I� 9C �? CITY OF FONTANA, CALIFORNIA DRAWN BY: KPF SUMMIT HEIGHTS it 3.7 ACRE PARK & BIKE TRAIL SCALE: 1 " = 30'-0" DATE: DATE: DESIGNED BY: COMMUNITY FACILITES DISTRICT KPF CHECKED BY: APPROVED B)4-'DATE:``f Z ' WG. NO.: 3 RWK CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 156 1 16 PROJECT / CLIENT o C6 6 N N REVISIONS e A A A DRAWN BY JLP DATE • • /13/02 JOB NUMBER �. 0143-413 SHEET NUMBER C.1 OF U_ ' Ye Cn u7 lu 06 C~v CSO 4 00 u— ire n w co 00 X X cc Zz Z UJ REVISIONS e A A A DRAWN BY JLP DATE • • /13/02 JOB NUMBER �. 0143-413 SHEET NUMBER C.1 OF