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Home My WebLink About4737-3(211G) 3 EXISTING ELECTRICAL & IRRIGATION SLEEVES 18+00 1 EXISTING S.D. MANHOLE ---- --OltPER FONTANA DWG. 4200 DATED:03-2007-----.) 4 3 6 ■ END OF 45, BEG G 4 ow co w "r N" - _j 0: w FOOTHILL BLVD, ■ EASTBOUND) G) ■ 2+ 21- - 00 1 2 0 6 — ko %-D) ILL BLVD. (VVESTBO•• � 0 0 0 UND) O AWO -- -- — — — — — — — — — — — P—M mnw_�wbs 11AL i IF T 1 -- — — — — — — — — — — — — — ----------------- U) u- wo I oil �'I 214 Aw-n—Movow—M-4402ft RTIT, W;115 I. woo Z -i LU a M �W 0 /4 13ru% 1 7 MESA FS END OF # 4, BEGINNING OF 5 -t- -- - - - - - - - - ■ END OF 45, BEG G 4 ow co w "r N" - _j 0: w FOOTHILL BLVD, ■ EASTBOUND) G) ■ 2+ 21- - 00 1 2 0 6 — ko %-D) ILL BLVD. (VVESTBO•• � 0 0 0 UND) O AWO -- -- — — — — — — — — — — — P—M mnw_�wbs 11AL i IF T 1 FOOTHILL BLVD, (WESTBOUND 3+7 2 4W; a w Ft �l z ■ W > w ■ ---_ _ _ 6 _____ �y 1421 (130 oi LU � W z-- ow UJ co Ill ouj > LL I z 0 < ■ z UW W Lu w < X i () �� am co 0 0 CONSTRUCTION NOTES MIN 6" MAX 12" 0 SIMILAR PATTERN IS TO BE USED SALT/ PEPPER GRANITE BOULDERS AVAILABLE AT SOUTHEAST BUILDING PRODUCTS TC TC VARIES SEE PLAN DIAMETER SALT I PEPPER (626)-625-3334 SEE CONSTRUCTION PLAN FOR LOCATION AND QUANITY. SEE STREET IMPROVEMENT PLANS FOR MEDIAN WIDTI 1 O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3. MINIMUM WIDTH 3'-6" MAXIMUM WIDTH 5'-6" MINIMUM HEIGHT T-0" MAXIMUM HEIGHT 4'-0' NOM, COBBLE, AVAILABLE FROM SOUTHEAST 30% 3'-6" WIDTH 30% 4'-0" WIDTH 40% FROM 5' TO 5'-6" WIDTH WHERE CURB ELEVATIONS NOTE: ALL BOULDERS SHALL BE PLACED IN FIELD SEE DETAIL A VARY, INSTALL TO DRAIN TO (D INSTALL WASHED COBBLESTONE DRY STREAM BED CONSTRUCTION PRODUCTS. CONTACT UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT LOW CURB. CONCRETE 2% 2% VICTOR RIOS AT (626) 625-3334. ,*CONCRETE W PER DETAIL. SHEET 3. _\ SLOPE SLOPE OFINISH GRADE BETWEEN ROCKS O F.G. EXISTING 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL COMPACTED SUB -GRADE @ 90% 1' C014CRETE GAP BETWEEN SET ROCK TO FULL DEPTH IN CONCRETE BED DETAIL -1.5' EXPOSURE ABOVE T.C. ENGINEERING STREET IMPROVEMENT PLANS DATED MARCH 2007 ROCKS AND BACK OF CURB WITH REQUIRED V NOT TO SCALE WIRE BRUSH FINISH JOINTS BETWEEN ROCKS. FOR ILLUSTRATIVE PURPOSES ONLY WIDEST DIMENSION T MIN. PEA GRAVEL CONCRETE BED O INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3. OF BOULDER SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS 3'" THICK CRUSHED v MIN DATED MARCH 2007, FOR MEDIAN LAYOUT/ DIMENSION. SUB -BASE SUMP32'" THICK CONCRETE HEADER . W% MIN. COMPACTED SUBGIWE OR WITH # 3 REBAR CONTIN. 3 BASE MATERIAL PER PLANS AND SPECS. (SEE PLAN FOR LOCATIONS ALL SIDES (D INSTALL COBBLESTONE ON MEDIAN. SEE CIVIL ENGINEERING STREET STEEL REINFORCEMENT cn IMPROVEMENT PLANS DATED MARCH 2007, FOR MEDIAN LAYOUT/ COMPACT TO 90% 2 1 ROCK SINS UNLESS OTHERWISE SPECIFIED SHALL BE: COBBLESTONES: MAX. IT TO MIN. 6, NO MORE THAN 50% OF ANY DIMENSION. ONE Sim. 2. A SAMPLE AREA, MIN. 10 SO. Fr. SHALL BE APPROVED BY 8"0 X ZLONG ABS PIPE NOTE: INSTALL PER TYPICAL COBBLESTONE DETAIL THE CITY INSPECTOR PRIOR TO PROCEEDING WITH'ME t 0/7 THIS SHEET AND SPECIFICATIONS IE REMAINING ROCK WORK INSTALL 8"0 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON 3. FIN& RESnNG 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. C GRADING LEGEND 5. CONCRETE SHALL BE CLASS 52V-2500,4 INCH SLUMP CONCRETE. 3 6. "RE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS. Tq AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES ui FS FINISH SURFACE cr C 78044 OF ROCKS. HP VIASHED COBBLE D ETAIL 7. NO JOINTS GREATER THAN V BETWEEN ROCKS WILL BE tit {t HIGH POINT r ACCEPTABLE. FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE I* JOINT. 1305.00 SPOT ELEVATION FC BOULDER ON GRADE DETAIL. c (1299) EXISTING ELEVATION SEE SHEET 2 FOR GENERAL GRADING & TYPICAL COBBLESTONE TREATMENT --1304- NEW GRADE CONSTRUCTION NOTES (FOR MEDIAN NOSE & 11 WIDE BANDING AT BACK OF CURB) FLOW LINE U Kim a ound Swobe vN%DSCAP � CITY OF F NTAN SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD J. Age GRADING/ CONSTRUCTION PLAN 4737 CODE REQUIRES A DIG ALERT IDENTIFICATIONDRAWN BY: SCALE: LANDSCAPE MEDIAN FOOTHILL BOULEVARD rn NUMBER BE ISSUED BEFORE A PERMIT TO D.L. CITY OF FONTANA w 0 EXCAVATE WILL BE VALID coact DESIGNED BY: FROM CITRUS AVENUE DATE: FOR YOUR DIG ALERT I.D. NUMBER CALL FROM CITRUS AVE. CALIFORNIA, 92335 -4 RJ.M TO OLEANDER AVENUE 09-22-08 Date I - UNDERGROUND SERVICE ALERT TO OLEANDER AVE. CHECKED BY: ^PPI?Dvffp al IATC D"kgo(o TOLL FREE 1-800-227-2600 OF CA I I ft?, / o A *7,% -1 3 15 TWO WORKING DAYS BEFORE YOU DIG Rl;_� REVISION DESCRIPTION I DATE I crry I DATE Fon efrr apifivagn 19ca 511d%z U) u- wo cn 0 woo Z -i LU a M �W 0 cn a FOOTHILL BLVD, (WESTBOUND 3+7 2 4W; a w Ft �l z ■ W > w ■ ---_ _ _ 6 _____ �y 1421 (130 oi LU � W z-- ow UJ co Ill ouj > LL I z 0 < ■ z UW W Lu w < X i () �� am co 0 0 CONSTRUCTION NOTES MIN 6" MAX 12" 0 SIMILAR PATTERN IS TO BE USED SALT/ PEPPER GRANITE BOULDERS AVAILABLE AT SOUTHEAST BUILDING PRODUCTS TC TC VARIES SEE PLAN DIAMETER SALT I PEPPER (626)-625-3334 SEE CONSTRUCTION PLAN FOR LOCATION AND QUANITY. SEE STREET IMPROVEMENT PLANS FOR MEDIAN WIDTI 1 O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3. MINIMUM WIDTH 3'-6" MAXIMUM WIDTH 5'-6" MINIMUM HEIGHT T-0" MAXIMUM HEIGHT 4'-0' NOM, COBBLE, AVAILABLE FROM SOUTHEAST 30% 3'-6" WIDTH 30% 4'-0" WIDTH 40% FROM 5' TO 5'-6" WIDTH WHERE CURB ELEVATIONS NOTE: ALL BOULDERS SHALL BE PLACED IN FIELD SEE DETAIL A VARY, INSTALL TO DRAIN TO (D INSTALL WASHED COBBLESTONE DRY STREAM BED CONSTRUCTION PRODUCTS. CONTACT UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT LOW CURB. CONCRETE 2% 2% VICTOR RIOS AT (626) 625-3334. ,*CONCRETE W PER DETAIL. SHEET 3. _\ SLOPE SLOPE OFINISH GRADE BETWEEN ROCKS O F.G. EXISTING 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL COMPACTED SUB -GRADE @ 90% 1' C014CRETE GAP BETWEEN SET ROCK TO FULL DEPTH IN CONCRETE BED DETAIL -1.5' EXPOSURE ABOVE T.C. ENGINEERING STREET IMPROVEMENT PLANS DATED MARCH 2007 ROCKS AND BACK OF CURB WITH REQUIRED V NOT TO SCALE WIRE BRUSH FINISH JOINTS BETWEEN ROCKS. FOR ILLUSTRATIVE PURPOSES ONLY WIDEST DIMENSION T MIN. PEA GRAVEL CONCRETE BED O INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3. OF BOULDER SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS 3'" THICK CRUSHED v MIN DATED MARCH 2007, FOR MEDIAN LAYOUT/ DIMENSION. SUB -BASE SUMP32'" THICK CONCRETE HEADER . W% MIN. COMPACTED SUBGIWE OR WITH # 3 REBAR CONTIN. 3 BASE MATERIAL PER PLANS AND SPECS. (SEE PLAN FOR LOCATIONS ALL SIDES (D INSTALL COBBLESTONE ON MEDIAN. SEE CIVIL ENGINEERING STREET STEEL REINFORCEMENT cn IMPROVEMENT PLANS DATED MARCH 2007, FOR MEDIAN LAYOUT/ COMPACT TO 90% 2 1 ROCK SINS UNLESS OTHERWISE SPECIFIED SHALL BE: COBBLESTONES: MAX. IT TO MIN. 6, NO MORE THAN 50% OF ANY DIMENSION. ONE Sim. 2. A SAMPLE AREA, MIN. 10 SO. Fr. SHALL BE APPROVED BY 8"0 X ZLONG ABS PIPE NOTE: INSTALL PER TYPICAL COBBLESTONE DETAIL THE CITY INSPECTOR PRIOR TO PROCEEDING WITH'ME t 0/7 THIS SHEET AND SPECIFICATIONS IE REMAINING ROCK WORK INSTALL 8"0 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON 3. FIN& RESnNG 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. C GRADING LEGEND 5. CONCRETE SHALL BE CLASS 52V-2500,4 INCH SLUMP CONCRETE. 3 6. "RE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS. Tq AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES ui FS FINISH SURFACE cr C 78044 OF ROCKS. HP VIASHED COBBLE D ETAIL 7. NO JOINTS GREATER THAN V BETWEEN ROCKS WILL BE tit {t HIGH POINT r ACCEPTABLE. FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE I* JOINT. 1305.00 SPOT ELEVATION FC BOULDER ON GRADE DETAIL. c (1299) EXISTING ELEVATION SEE SHEET 2 FOR GENERAL GRADING & TYPICAL COBBLESTONE TREATMENT --1304- NEW GRADE CONSTRUCTION NOTES (FOR MEDIAN NOSE & 11 WIDE BANDING AT BACK OF CURB) FLOW LINE U Kim a ound Swobe vN%DSCAP � CITY OF F NTAN SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD J. Age GRADING/ CONSTRUCTION PLAN 4737 CODE REQUIRES A DIG ALERT IDENTIFICATIONDRAWN BY: SCALE: LANDSCAPE MEDIAN FOOTHILL BOULEVARD rn NUMBER BE ISSUED BEFORE A PERMIT TO D.L. CITY OF FONTANA w 0 EXCAVATE WILL BE VALID coact DESIGNED BY: FROM CITRUS AVENUE DATE: FOR YOUR DIG ALERT I.D. NUMBER CALL FROM CITRUS AVE. CALIFORNIA, 92335 -4 RJ.M TO OLEANDER AVENUE 09-22-08 Date I - UNDERGROUND SERVICE ALERT TO OLEANDER AVE. CHECKED BY: ^PPI?Dvffp al IATC D"kgo(o TOLL FREE 1-800-227-2600 OF CA I I ft?, / o A *7,% -1 3 15 TWO WORKING DAYS BEFORE YOU DIG Rl;_� REVISION DESCRIPTION I DATE I crry I DATE Fon efrr apifivagn 19ca 511d%z