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HomeMy WebLinkAbout3256-2Underground Service Alert Call: TOLL FREE No TWO WORKING DAYS BEFORE YOU DIG P, O r 560 Q)� Q 4 ...,:. , G:. 1 ..:. ra 2 9� OJ' ,✓)�/tel♦ �O ~v CONSTRUCTION NOTES 3 561 LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 464-2802 Richard Krumwiede CA Lic. #2834 AZ Lic. # 29115 • NV Lic. # 446 y,d� era TX. Lic. #1884 vP�D SCA Y4 urn yy, q90 J ti .P -4 _pF CA r cr V � Z ON �O oup ♦® W 56�T 56, 3 — 5 — 5604 •• •• 4 4 • ••• �. — lu j SUMMIT AVENUE olu y� T.• Q, JU V N X, 15 ,IL v W 'CO lu ••• gyp` •• `�®•�, Q 0 lu0 ��'• CSO . ��Ci nQC a Coll'r 0 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 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. 13. CONTRACTOR TO REFER TO IRRIGATION PLAN FOR SLEEVE LOCATIONS. U ODEEP SCORE JOINT PER PLAN. SEE DETAIL B, SHEET D-1. OCONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL B, SHEET D-1. OCITY SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO DETAIL A, SHEET D-1. ODRIVEWAY APRON PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET D-1 FOR SPECIFICATIONS, SEE SHEET S-1 FOR CORRESPONDING PLANTING PLAN, SEE SHEET IP -1 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET IP -1 op 1110 d=am CITY OF FONTANA, CALIFORNIA .� DRAWN BY: JDD SUMMIT HEIGHTS UTILITY CORRIDOR. (SUMMIT AVENUE) SCALE: 1" = 30'-0" DESIGNED BY: COt��IlUNITY F�C�IL I5� DISTRICT DATE: OF 3/6/02 CHECKED BY: ARR3 VAS —���•. \CITY DWG. NO.: 2 RWK 3256 7 ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 :REVISIONS .� SCALE 0145-3 C-1 OF SHTS.