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Home My WebLink About4257-304 F- ■ 5 LU 4 3 3 - N %' 1, yy /:� •.,�••;'./ y,,.; -'✓ %" %'; ./ �; •�f W :f _�� % . .:-G. ^% /. /. .F. .:% 512 . - . yw, , l /.. G . /,::. It l :l tl l t6i( - ::1 y - 95 / r - - 9 ,r - 95 .., g5. °I 0 ,.,.. k�., y. ,�.. „ v� /r...:/. , /l. s / /i .r. .......�..._._.: � � .. --� .._..:. ' ,.' l is ',r: �. (� I it // ,�<,'p7!i. :,�/,,Y.// Q G7 5 • / 5 •. t ,.. : •i/, r, /r. ,/, • r' y,//•lC•; ./,' . Y . ;�% ./ //f/.•,•, ■ :.x.. ter- rl.Z,i,. Q%00,- ...... Lu 22 n � , '1 .......5 ■ -95_::.5::: - �5.-..._.... ./ 3 _ m--\---- - �■ \-( 4 3 Q■ ■ GENERAL GRADING NOTES a FOOTHILL BOULEVARD 1. CONTRACTOR TO VERIFY GRADES AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF GRADING WORK. 2. ALL EXISTING GRADES SHOWN ARE PER CIVIL ENGINEERS PLANS 3. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, AND FINISH FLOOR ELEVATIONS WITH THE CITY OF FONTANA PUBLIC WORKS ENGINEER. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY DISCREPANCIES. 5. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1-1/2" BELOW ADJACENT PAVING SURFACE UNLESS NOTED OTHERWISE IN CONSTRUCTION DETAILS. 6. REFER TO SPECIFICATIONS FOR GRADING AND IMPORT FILL MATERIAL. 7. CONTRACTOR TO ADJUST EXISTING BOXES AND COVERS TO NEW FINISH GRADES WITHIN SCOPE OF WORK. GRADING LEGEND FG FINISH GRADE FS FINISH SURFACE HP HIGH POINT TC TOP OF CURB FS 153.91 SPOT ELEVATION (TC 153.90) EXISTING ELEVATION ,155-.-- NEW GRADE � FLOW LINE Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION NOTES O INSTALL ROCK BOULDERS PER DETAIL THIS SHEET. O2 INSTALL 3" THICK WASHED COBBLE WITH 1" X 4" BEND - A -BOARD EDGING PER DETAIL. THIS SHEET. O EXISTING 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL ENGINEERING STREET IMPROVEMENT PLANS DATED, 03-29-05. O INSTALL V WIDE COBBLE BANDING PER DETAIL THIS SHEET. SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS DATED, 03-29-05 FOR MEDIAN LAYOUT/ DIMENSION. 0 INSTALL COBBLESTONE ON MEDIAN. SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS DATED, 03-29-05 FOR MEDIAN LAYOUT/ DIMENSION. SIMILAR PATTERN IS TO BE USED SEE DETAIL A 1" CONCRETE GAP BETWEEN SET ROCK TO FULL DEPTH IN CONCRETE BED ROCKS AND BACK OF CURB M.5"EXPOSURE ABOVE T.C. JOINTS BETWEEN ROCKS. MIN. PEA GRAVEL CONCRETE BED 1"-1.5' ABOVE T.C. V CONCRETE GAP BETWEEN ROCKS DETAIL NOT TO SCALE FOR ILLUSTRATIVE PURPOSES ONLY `90% MIN. COMPACTED SUBGRADE OR BASE MATERIAL PER PLANS AND SPECS. 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: COBBLESTONES: MAX. 12' TO MIN. 6', NO MORE THAN 50% OF ANY ONE SIZE. 2. A SAMPLE AREA, MIN. 10 SO. FT. SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE REMAINING ROCK WORK. 3. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED BY THE CITY INSPECTOR. 4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR. 5. CONCRETE SHALL BE CLASS 520-C-2500,4 INCH SLUMP CONCRETE. 6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS. AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES OF ROCKS. 7. NO JOINTS GREATER THAN V BETWEEN ROCKS WILL BE ACCEPTABLE. 4' FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE 1' JOINT. TYPICAL COBBLESTONE TREATMENT, (FOR MEDIAN NOSE & V WIDE BANDING AT BACK OF CURB) FOOTHILL BLVD LANDSCAPE MEDIAN FROM ALMERIA AVE. TO TOKAY AVE. CITY OF FONTANA CALIFORNIA, 92335 OSALT/ PEPPER GRANITE BOULDERS AVAILABLE AT SOUTHEAST BUILDING PRODUCTS (626)-625-3334 SEE CONSTRUCTION PLAN FOR LOCATION AND QUANITY. MINIMUM WIDTH 3'-6" MAXIMUM WIDTH 5'-6" MINIMUM HEIGHT 3'-0" MAXIMUM HEIGHT 4'-0" 30% 3'-6" WIDTH 30% 4'-0" WIDTH 40% FROM 5' TO 5'-6" WIDTH OFINISH GRADE OCOMPACTED SUB -GRADE @ 90% BOULDER ON GRADE DETAIL VARIES SEE PLAN AVAILABLE AT: EWING IRRIGATION SUPPLY ( 909)-796-5898 WASHED COBBLE DETAIL 'p%D S CA pF �I J. Mc .y ti� lop34 3 yOy ny a W 0 � y S gnat oat. �Q �rF OF CA0FO�� REV I REVISION I DESCRIPTION MOTES TO THE CONTRACTOR 1 THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO POURING. 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 4. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES SHOWN ON IRRIGATION PLAN, CONSTRUCTION PLANS AND LIGHTING PLAN PRIOR TO INSTALLATION OF PAVING. 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO LOCAL CODES. 6. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR DEFICIENCIES. 7. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. 8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE CITY REPRESENTATIVE, LANDSCAPE ARCHITECT AND THE APPLICABLE GOVERNING CODE AUTHORITY. 10. SPECIFICATIONS ARE IN 8j" X 11" BOOKLET FORM. ' M IN 2" MAX 4" GRADING AND CONSTRUCTION DIAMETER SALT / PEPPER 2% % COBBLE, AVAILABLE FROM SOUTHWEST F.G. SLOPE SLOPE CONSTRUCTION PRODUCTS. CONTACT = •=1N e' VICTOR RIOS AT (626) 625-3334. - 1"x 4" BEND- A- BOARD % r DESIGNED BY: R.J.M DATE: 02-16-07 EDGING. ALL SIDES SEE CHECKED BY: APP DATECITY DATE C DETAIL THIS SHEET DRAWING NO.:Al 4257 h r 32" CONCRETE BASE 31" THICK CRUSHED W/ REINFORCEMENT SUB -BASE BID ALTERNATE: EPIC PLASTICSBEND- A- COMPACT TO 90% 12" WASHED SAND BED BOARD EDGING COMPACT TO 90% AVAILABLE AT: EWING IRRIGATION SUPPLY ( 909)-796-5898 WASHED COBBLE DETAIL 'p%D S CA pF �I J. Mc .y ti� lop34 3 yOy ny a W 0 � y S gnat oat. �Q �rF OF CA0FO�� REV I REVISION I DESCRIPTION MOTES TO THE CONTRACTOR 1 THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO POURING. 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 4. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES SHOWN ON IRRIGATION PLAN, CONSTRUCTION PLANS AND LIGHTING PLAN PRIOR TO INSTALLATION OF PAVING. 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO LOCAL CODES. 6. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR DEFICIENCIES. 7. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. 8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE CITY REPRESENTATIVE, LANDSCAPE ARCHITECT AND THE APPLICABLE GOVERNING CODE AUTHORITY. 10. SPECIFICATIONS ARE IN 8j" X 11" BOOKLET FORM. GRADING AND CONSTRUCTION PLAN 1O A d t DRAWN BY: R.J.M FOOTHILL BOULEVARD FROM ALME A AVENUE TO TO /AV E N U E SCALE: Scale 1 "=10' DESIGNED BY: R.J.M DATE: 02-16-07 CHECKED BY: APP DATECITY DATE C VED BY: • DATE: • ENGINEER S 5115 DRAWING NO.:Al 4257 h r