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HomeMy WebLinkAbout4147-20 , / 4'-0" TYP. / WIDTH VARIES / 3'-0" TYP. / SEE PLAN / VARIES / 0 0 \ / 2 0 EXPOSE 1/2" OF ROCK ABO`E \TOP OF CURB CC6t3:3' \>L •%�• 0 I 2% MIN. 2% MIN. 0 I ! o r e or • 0 0 © © '' O at 5 �• \ �''' _ 0 \ _ 0 O VARIES S = \ 0WIDTH VARIES NOT TO SCALE SEE PLAN LEGEND : LEGEND : 0 A.C. PAVING PER CIVIL ENGINEER TYP. \ GROUTED JOINTS BETWEEN STONES TYP. NOT TO EXCEED 1-1/2" WIDE MAX. O A.C. PAVING PER CIVIL ENGINEER TYP. \ CONC. CURB PER CIVIL ENGINEER TYP. \ SET COBBLES IN 6" PEA GRAVEL CONCRETE \ CONC. CURB PER CIVIL ENGINEER TYP. \ 6" - 12" COBBLES SET AS DECORATIVE BED AND FOLLOWING THE SETTING OF PAVING WITH ONE FLATTENED SIDE WHICH MORTARED JOINTS, BRUSH ROCKS AND SHALL BECOME THE EXPOSED SURFACE WIRE BRUSH JOINTS, AND HYDROBLAST \ 18" WIDE WALK-ON COBBLE PAVING ALONG SIDE. TYP. COBBLE EXPOSED HEIGHT ROCK AS DIRECTED BY THE CITY INSPECTOR. CURB EDGE TYP. RANDOMLY VARIES BETWEEN 1/2" - 3". \ TYP. WALK-ON COBBLE PAVING PADS 2% MIN. DRAIN TO STREET TYP. A SAMPLE \ CONCRETE BASE SHALL BE CLASS AREA, 10 SQ. FT. MIN. SHALL BE APPROVED 520-D-2500, 4" SLUMP CONCRETE. BY THE CITY INSPECTOR PRIOR TO \ TYP. PLANTING AREAS PROCEEDING WITH REMAINING ROCK WORK. \ 90% COMPACTED SUBGRADE TYP. \ REFER TO COBBLEPAVING #1 DETAIL FOR ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS \ FINAL RESTING POSITION OF ALL ROCKS COMPLETE NOTES. AND IRON CONTENT AS APPROVED BY SHALL BE APPROVED BY THE CITY THE CITY INSPECTOR. INSPECTOR. co COBBLEPAVING #3 A COBBLEPAVING #1 CO\ STUCT10\ \ oT-S : 2'-0" TYP if/ / 1 . THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH / 18" TYP. AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, APPROVED ADDENDUMS, AND CHANGE ORDERS AS ASSOCIATED WITH THESE LANDSCAPE CONSTRUCTION DOCUMENTS. \ 2. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING \ CODES AND ORDINANCES, AND TO THE CITY OF FONTANA "SPECIFICATION MANUAL \ FOR STREETSCAPES AND PARKS" WHICH SHALL BECOME PART OF THESE DOCUMENTS. 0 2% MIN. 3. UNINTENTIONALLY SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, , ' . r / UNINTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, STRUCTURES, WALLS, /�// LANDSCAPE PLANTINGS AND IRRIGATION (NOT STRICTLY WITHIN DISTURBED AREAS 0 -1 6 il MIN. AS INDICATED ON CONSTRUCTION DRAWINGS), OR OTHER AMENITIES, DUE TO THE \ ACTION OF THE CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR THE CONTRACTOR'S SUBCONTRACTORS. \5 4. EXACT PLACEMENT OF ALL CONCRETE WORK SHALL BE LOCATED IN THE FIELD BY \ THE CONTRACTOR WITH FORMS, STAKES, PAINT, ETC., BUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONCRETE POURING. LOCATION 0 ADJUSTMENTS MAY OCCUR WITHOUT CHANGES TO COST OR SCHEDULE. 5. CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHERS CONTRACTORS' SECT 0 \ WORK PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BECOME FAMILIAR WITH NOT TO SCALE THE LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD CONFLICT ARISE. LEGEND : 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS PRIOR TO INSTALLATION OF THE WORK. \ A.C. PAVING PER CIVIL ENGINEER TYP. \ 3" THICK MORTAR BED BASE TYP. 7. THE LANDSCAPE ARCHITECT SHALL REVIEW AND APPROVE ALL GRADING WORK IN O CONC. CURB PER CIVIL ENGINEER TYP. 0 90% COMPACTED SUBGRADE TYP. THE FIELD PRIOR TO ANY FORMWORK OF ALL HARDSCAPE CONSTRUCTION ITEMS. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS \ 6" - 10" COBBLES SET AS WALK-ON PAVING \ TYP. MEDIAN PLANTING AREAS TO THE GRADING AND HARDSCAPE LAYOUTS AS NECESSARY WITHOUT ADDITIONAL TYP. - FLAT SIDE UP. 2% MIN. DRAIN TO COST TO THE CITY. STREET TYP. 0 REFER TO COBBLEPAVING #1 DETAIL FOR COMPLETE NOTES. 8. THE CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING PLANTINGS TO REMAIN \ GROUTED JOINTS BETWEEN STONES TYP. DURING THE LIFE OF THE CONTRACT INCLUDING NECESSARY WATERING TO MAINTAIN NOT TO EXCEED 1-1/2" WIDE MAX. 1" JOINT BETWEEN COBBLE AND BACK OF HEALTH OF PLANTINGS. CURB S SET COBBLES IN POURED CONCRETE BED WITH 3-1/2" OF CONCRETE MIN. BELOW COBBLE. AS- BUILT CITY OF FO\ TA\ A 1 1 D CONSTRUCTION NOTES B COBBLEPAVING #2 APPROVED BY DATE Di[o Q ` . r REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : y„eCITY OF FONTANA, CALIFORNIA 1 , i.r- , AS—BUILT I/9/09 MR 0 311V(�I 15„NDSC,4,0 ,� 1COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ES_ T.yq 9,p JHA CONSULTING, INC. LANDSCAPE IMPROVEM� ENT�TS - CONSTRUCTION DETAILS ROcy PLANNING ENTITLEMENTS DRAWN BY SlEitllt� AVENUE SCALE: zSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w 99 LANDSCAPE ARCHITECTURE JHA VA--- STA. 56+00 TO STA. 100+00 AS SHOWN DIALEPTW❑ WORKING 420 EXCHANGE . • SUITE 100 / BASELI E AVENUE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 11/30/08 IRVINE , CALIFORNIA •• 9 2 6 0 2 DESIGNED BY: DATE: BEFOREAteiNvii DAYS BEFORE * Q 714)66 -4540 • FX 714 379-4440 JH�C _ SI'A. 238 00"1 1 55+00OC1. 2006 YGU BIG \ YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND X97 ��� TOLL FREE F OF CAI�F� // CHECKED BY: AP�•OVED BY: \/ DRAWN4147 N0 20 1-800-227 2600 _ ' .'1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. `3 D6 JHA 4, 1 MICHAEL T. HARADA R.L.A. NO. 3848 Date C ' Y ENGINEER R.C.E. 51152 DATE: LD-1 22