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HomeMy WebLinkAboutAPPROVED -STREET PLANS - DWG 6350 - ELPC24-00026GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2.WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8.THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13.CURVE DATA REFERS TO THE FACE OF CURB. 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 34.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA VICINITY MAP N.T.S. BENCHMARK THE BASIS OF BEARINGS FOR THIS PROJECT WHICH ARE SHOWN HEREON ARE ARE BASED UPON A LINE BETWEEN MONUMENT 'A' WHICH IS A NAIL AND WASHER AT THE INTERSECTION OF RANDALL AVENUE AND OLEANDER AVENUE AND MONUMENT 'B' WHICH IS A NAIL AND WASHER AT THE INTERSECTION OF RANDALL AVENUE AND SYCAMORE LANE ALONG RANDALL AVENUE. S89°28'05" W BETWEEN MONUMENTS A & B PER RECORD OF SURVEY 03-162. DOCUMENT NO. 2005-0298484, IN BOOK 123 OF RECORD OF SURVEY, PAGE 78 ON FILE IN THE SAN BERNARDINO COUNTY, CALIFORNIA RECORDER'S OFFICE. BASIS OF BEARING ELEVATIONS SHOWN HEREON ARE BASED UPON A MEASUREMENT TAKEN OF A FIRE HYDRANT TOP. LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF OF HAWTHORNE AVENUE & CATAWBA AVENUE. BENCHMARK #614 PER CITY OF FONTANA CONTROL POINT DATABASE. ELEVATION: 1152.53' STREET IMPROVEMENTS RANDALL AVENUE PROJECT CATAWBA AVENUE TO CITRUS AVENUE ABBREVIATIONS AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURB RETURN BW BACK OF WALK C&G CURB AND GUTTER CF CURB FACE CL CENTERLINE CLF CHAIN-LINK FENCE DWY DRIVEWAY EC END CURVE ECR END CURB RETURN ELEC ELECTRICAL E/O EAST OF EP EDGE OF PAVEMENT EX EXISTING FH FIRE HYDRANT MERRILL AVE RANDALL AVE SAN BERNARDINO AVE VALLEY BLVD I-10 CI T R U S A V E BE E C H A V E SI E R R A A V E PROJECT LOCATION FO N T A N A A V E SHEET INDEX SHEET NO.DESCRIPTION 1 TITLE SHEET 2 STREET CROSS SECTIONS 3-5 CROSS GUTTER AND CURB RAMP DETAILS 6 DRIVEWAY DETAILS 7-9 STREET IMPROVEMENT PLANS GENERAL MANHOLE STORM DRAIN MANHOLE IRRIGATION CONTROL VALVE WATER VALVE POWER POLE GUY WIRE FIRE HYDRANT STREET LIGHT TRAFFIC SIGNAL STREET CENTERLINE PROPERTY LINE/LOT LINE RIGHT-OF-WAY MAIL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHTING PULL BOX GENERAL PULL BOX GENERAL CABINET WATER METER SIGN TREE SEWER MANHOLE LEGEND PROPOSED CONCRETE IMPROVEMENTS PROPOSED TRUNCATED DOMES REMOVE EX. AC PAVEMENT. CONSTRUCT 6.5" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE. GRADE EX. TO MATCH NEW CONCRETE ELEVATIONS. CONSTRUCT AC PAVEMENT. SEE PLAN FOR PAVEMENT DEPTH. EXISTING ELECTRICAL LINE EXISTING SEWER LINE EXISTING STORM DRAIN LINE EXISTING TELECOMMUNICATIONS LINE EXISTING WATER LINE PROPERTY ADDRESSXXXXX EXISTING GAS LINE COLD MILL 2" MIN. EXISTING AC PAVEMENT. PLACE 2" MIN. AC OVERLAY. DRAWING NUMBER 6350 STREET IMPROVEMENT PLAN 6351 SIGNING AND STRIPING PLAN CA T A W B A A V E FL FLOW LINE FS FINISHED SURFACE GB GRADE BREAK GM GAS METER/SERVICE ICV IRRIGATION CONTROL VALVE L LENGTH LIP LIP OF GUTTER LT LEFT MB MAILBOX MH MANHOLE N/O NORTH OF PB PULL BOX PCC PORTLAND CEMENT CONCRETE PP POWER POLE PROP PROPOSED R RADIUS RT RIGHT R/W RIGHT OF WAY SS SEWER SD STORM DRAIN SL STREET LIGHT S/O SOUTH OF STD STANDARD SW SIDEWALK TC TOP OF CURB TEL TELECOMMUNICATION TS TRAFFIC SIGNAL TYP TYPICAL W/O WEST OF WV WATER VALVE PROPOSED CURB RETURN ACCESS RAMP LIMITS INSTALL TURF AND MODIFY IRRIGATION TO MATCH EXISTING. CONSTRUCTION NOTES PROTECT IN PLACE. ITEM AS NOTED ON PLAN ADJUST TO GRADE. ITEM AS NOTED ON PLAN. RELOCATE EXISTING. ITEM AS NOTED ON PLAN. SAWCUT AND REMOVE EXISTING AC CURB. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTH VARIES). SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES). CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW 8" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS. CONSTRUCT NEW RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, PARKWAY ADJACENT SIDEWALKS. CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTED NATIVE. STANDARD, CASE, AND TYPE PER DETAIL. CONSTRUCT RETAINING CURB TO HEIGHTS AS INDICATED ON PLAN PER CITY OF FONTANA STD. PLAN NO. 1003. PAINT RETAINING CURB YELLOW. INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 403. CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001. COLD MILL EXISTING AC PAVEMENT 2". CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSS GUTTER SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSS GUTTER. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 2" MINIMUM AC PAVEMENT. CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10) BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE. GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS. INSTALL TURF AND MODIFY IRRIGATION TO MATCH EXISTING. INSTALL METAL GUARD RAIL ON TOP OF RETAINING CURB PER SPPWC STD. PLAN NO. 606-4, TYPE A. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PROPOSED CONCRETE IMPROVEMENTS LEGEND PROPOSED 2" AC (C2-PG 70-10) SURFACE COURSE PROPOSED 4.5" AC (B-PG 70-10) BASE COURSE TYPICAL SECTION - RANDALL AVE STA 10+90.61 TO 11+94.67 N.T.S. N' L Y R / W 74' 6.5' 23.5' 18.1'32' 16.6' 0'-5'5.4'3'-6.5' S' L Y R / W ℄ 1%-2%2.5%-4% 1.5'1.5' 4'-5.5'7' 11.9'12' EX. PKWY & SW* EX. PKWY & SW PROP. 2" AC (C2) SURFACE COURSE PROP. CROWN LINE EX. FS**FS ** PROP. FS SHALL ALLOW FOR CROSS SLOPES BETWEEN 1% AND 4%. SEE CENTERLINE PROFILE. * SEE PLAN FOR R&R LIMITS. 2"4 . 5 " EX. 8" C&G*EX. 8" C&GPROP. 4.5" AC (B) BASE COURSE TYPICAL SECTION - RANDALL AVE STA 11+94.67 TO 14+20.72 N.T.S. N' L Y R / W 74' OR 84' 5.5' 23.5' 18.1'32' 16.6' 0'-5'3'-6.5' S' L Y R / W ℄ 2%2.5%-3.5% 1.5'1.5' 4'-5.5'7' 11.9'12' OR 22' PROP. SW*EX. PKWY & SWPROP. CROWN LINE EX. FS**FS ** PROP. FS SHALL ALLOW FOR CROSS SLOPES BETWEEN 1% AND 4%. SEE CENTERLINE PROFILE. * SEE PLAN FOR R&R LIMITS. 2"4 . 5 " TYPICAL SECTION - RANDALL AVE STA 14+75.02 TO 15+05.25 STA 18+73.58 TO 19+92.10 N.T.S. N' L Y R / W 5.5' 25.5' 18.1'34' 16.6' S' L Y R / W ℄ 2%1.5%-3.5% 1.5'1.5' 7' 11.9'20' PROP. SW*EX. SW PROP. 2" AC (C2) SURFACE COURSE PROP. CROWN LINE EX. FS**FS ** PROP. FS SHALL ALLOW FOR CROSS SLOPES BETWEEN 1% AND 4%. SEE CENTERLINE PROFILE. * SEE PLAN FOR R&R LIMITS. 2"4 . 5 " EX. 8" C&G 84' TYPICAL SECTION - RANDALL AVE STA 15+78.53 TO 18+12.28 N.T.S. N' L Y R / W 5.5' 25.5' 18.1'45' 16.6' S' L Y R / W ℄ 2%3.2%-3.5% 12.5'1.5' 7' 11.9' OR 25.9'9' OR 15' PROP. SW*EX. SW PROP. 2" AC (C2) SURFACE COURSE PROP. CROWN LINE EX. FS**FS ** PROP. FS SHALL ALLOW FOR CROSS SLOPES BETWEEN 1% AND 4%. SEE CENTERLINE PROFILE. * SEE PLAN FOR R&R LIMITS. 2"4 . 5 " 84' OR 98' OR 104' EX. 8" CURB AND BUS BAY TYPICAL SECTION - RANDALL AVE STA 21+02.73 TO 22+02.14 N.T.S. N' L Y R / W 98' 6.5' 36.3' 32.1'44.8' 30.6' 5.4' S' L Y R / W ℄ 1.5%-2%2%-3.5% 1.5'1.5' 7' 11.9'9.2' EX. PKWY & SW* EX. SW PROP. 2" AC (C2) SURFACE COURSE PROP. CROWN LINE EX. FS**FS ** PROP. FS SHALL ALLOW FOR CROSS SLOPES BETWEEN 1% AND 4%. SEE CENTERLINE PROFILE. * SEE PLAN FOR R&R LIMITS. 2"4 . 5 " EX. 8" C&G*EX. 8" C&G GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS. EXISTING CONCRETE IMPROVEMENTS EXISTING NATIVE SUBGRADE 26 1627 27 9 27 9 22 1.5% MAX 16 1.5% MAX 16 1.5% MAX EX. 3" GAS - SCG EX. NATIVE SUBGRADE (COMPACT TO 95%) EX. NATIVE SUBGRADE (COMPACT TO 95%) EX. NATIVE SUBGRADE (COMPACT TO 95%) PROP. 4.5" AC (B) BASE COURSE PROP. 4.5" AC (B) BASE COURSE PROP. 4.5" AC (B) BASE COURSE EX. 3" GAS - SCG PROP. 2" AC (C2) SURFACE COURSE EX. 8" C&G9 EX. NATIVE SUBGRADE (COMPACT TO 95%) PROP. 4.5" AC (B) BASE COURSE EX. 3" GAS - SCG EX. NATIVE SUBGRADE (COMPACT TO 95%) 26 22 26 22 26 22 26 22 EX. 3" GAS - SCG EX. 3" GAS - SCG CONSTRUCTION NOTES CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10) BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE. GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS. 9 16 22 26 27 5' 4. 7 ' 4.4 ' 5.9 ' 4.6' 1.7' 6.6' (3.9') 13 1.5% 2. 8 % 6.4 % 7.0% 6. 2 % ( 1 . 1 % ) (0.3%) 3.5% 8.7 % 7. 8 % 1167.78 T C 1167.2 8 F S 1168.48 T C 1167.8 1 F S 1167.9 9 T C 1167.3 2 F S 1168.26 T C 1167.7 6 F S 0" CF 1167.4 2 F S 0" CF (1168.3 9 F S ) JOIN E X . (1167.2 0 F S ) JOIN E X . (1167.2 1 F S ) JOIN E X . 1167.24 F S 1167.2 2 F S 11 6 7 . 6 9 F S 1. 2 % SIGN FROM3 4.8' 4. 3 ' 5. 2 ' 15 4.2' 7.5% ( 9 ' ) 16 15 FH 0" C F 11 6 7 . 7 5 F S 8.9 ' 2.8 ' 9.9' 1 15' 2. 3 ' 7.4' 15 ' 0" CF 1166.86 F L 0" CF 1166.88 F L (1167.0 8 T C ) (1166.4 8 F L ) JOIN E X . 1167.3 8 T C 1166.7 1 F L 1167.63 T C 1166.96 F L 1167.7 2 T C 1167.0 5 F L (1 1 6 8 . 3 6 T C ) (1 1 6 7 . 7 2 F L ) JO I N E X . 0" C F 11 6 7 . 3 9 F L 14 14 7 8 6° SIGN TO 10 . 5 ' 3 R=21' BCR 12 ° 4. 2 ' EC R 11 6 7 . 9 2 T C 11 6 7 . 4 2 F L 4.2' 137 1168.05 TC 1167.44 FL R1' 11 6 8 . 1 3 T C 11 6 7 . 4 4 F L 29 20 9. 7 ' 9 . 5 ' (2 2 . 1 ' ) ( 2 2 . 2 ' ) 7. 5 % 4 . 5 % 8. 0 % 9.0% 7.2 % 8.2 % PP ( 0 . 7 % ) 4. 2 ' 4 . 2 ' 1. 5 % 0 . 8 % (1169.92 FS) JOIN EX. 10'2.7' 1 0 . 6 ' 1 1 ' 8.1 ' 2.1 ' 10. 4 ' 4.8'9.3' 4.5 ' 0 " C F 1 1 6 8 . 9 3 F L 0 " C F 1 1 6 9 . 0 0 F L 1 1 6 9 . 8 1 T C 1 1 6 9 . 1 4 F L ( 1 1 7 0 . 0 7 T C ) ( 1 1 6 9 . 3 0 F L ) J O I N E X . 1 1 6 9 . 4 8 T C 1 1 6 8 . 8 1 F S 0" C F 11 6 8 . 4 9 F S 11 6 9 . 3 2 T C 11 6 8 . 6 5 F S 11 6 9 . 1 4 T C 11 6 8 . 4 7 F L (1 1 6 9 . 0 9 T C ) 11 6 8 . 5 0 F L (1 1 6 9 . 1 1 T C ) (1 1 6 8 . 5 3 F L ) JO I N E X . 11 6 9 . 2 2 F S 11 6 9 . 2 5 F S 11 6 9 . 2 8 F S 11 6 9 . 3 1 F S 1 1 6 9 . 3 2 F S 1 13 13 15 15 16 16 7 7 8 8 1 1 6 9 . 3 6 F S 1 1 6 9 . 4 2 F S 1 1 6 9 . 3 6 F S SI G N 2 (3 . 7 % ) R= 1 6 ' BC R 17° 4.2' E C R 2.1 ' 0" C F 11 6 8 . 5 2 F S 2117 20 8.9 ' 2.8 ' 9.9' 15' 2. 3 ' 7.4'17 . 9 ' 55 . 1 ' 22 . 7 ' 25.7'24.1' 10' 2.7' 1 0 . 6 ' 1 1 ' 8.1 ' 2.1 ' 11. 1 ' 4' 8' 8' 1 0 ' 6 ' 17 2.1 % 1.9 % 0.4% WV 1 15 ' 16.6' 16' 8 . 2 ' 1 2 . 6 ' 65 . 2 ' 107 . 9 ' 0" CF 1166.86 F L 0" CF 1166.88 F L (1167.0 8 T C ) (1166.4 8 F L ) JOIN E X . 1167.38 T C 1166.71 F L 1167.63 T C 1166.96 F L 1167.7 2 T C 1167.0 5 F L (1 1 6 8 . 3 6 T C ) (1 1 6 7 . 7 2 F L ) JO I N E X . 11 6 7 . 9 2 T C 11 6 7 . 4 2 F L (1166.5 8 L I P ) JOIN E X . 1167.0 5 L I P 1167.30 L I P 1 1 6 8 . 4 3 L I P 11 6 7 . 3 0 L I P 1167.2 1 F L 2.1 % 0" C F 11 6 7 . 3 9 F L 0 " C F 1 1 6 8 . 9 3 F L 0 " C F 1 1 6 9 . 0 0 F L 1 1 6 9 . 8 1 T C 1 1 6 9 . 1 4 F L ( 1 1 7 0 . 0 7 T C ) ( 1 1 6 9 . 3 0 F L ) J O I N E X . 1 1 6 9 . 4 8 T C 1 1 6 8 . 8 1 F S 0" C F 11 6 8 . 5 2 F S 0" C F 11 6 8 . 4 9 F S 11 6 9 . 3 2 T C 11 6 8 . 6 5 F S 11 6 9 . 1 4 T C 11 6 8 . 4 7 F L (1 1 6 9 . 0 9 T C ) 11 6 8 . 5 0 F L (1 1 6 9 . 1 1 T C ) (1 1 6 8 . 5 3 F L ) JO I N E X . 1 1 6 8 . 3 5 F L 11 6 8 . 4 3 L I P (1 1 6 8 . 5 5 L I P ) JO I N E X . 1 1 6 8 . 8 5 L I P ( 1 1 6 9 . 4 5 L I P ) J O I N E X . 21 22 26 WV X42 SSMH 2 10 . 6 ' (1 1 6 7 . 7 3 L I P ) JO I N E X . 10 . 5 ' 9.3'4.8' 10. 4 ' 4.5 ' R=21' BCR 12 ° EC R 6° 4.2' 4. 2 ' R= 1 6 ' BC R 17° 4.2' E C R 17. 1 ' 19 23 2.1 ' 20 20 PROPOSED CONCRETE IMPROVEMENTS LEGEND PROPOSED TRUNCATED DOMES DETAIL #1 - CROSS GUTTER RANDALL AVE AND CATAWBA AVE SCALE: 1" = 10' DETAIL #2 - CURB RAMP CITY OF FONTANA STD. PLAN NO. 1003 NE CORNER OF RANDALL AVE AND FONTANA AVE SCALE: 1" = 5' DETAIL #3 - CURB RAMP CITY OF FONTANA STD. PLAN NO. 1003 SE CORNER OF RANDALL AVE AND CATAWBA AVE SCALE: 1" = 5' PROPOSED CURB RETURN ACCESS RAMP LIMITS COLD MILL 2" MIN. EXISTING AC PAVEMENT. PLACE 2" MIN. AC OVERLAY.4' MIN. REMOVE AND REPLACE CURB AND GUTTER WHERE APPLICABLE. 2' MIN. REMOVE REDWOOD HEADER WHERE APPLICABLE. NEW AC PAVEMENT EXISTING AC PAVEMENT GRIND 2" MIN. EXISTING AC PAVEMENT AND OVERLAY 2" MIN. AC. SAWCUT AND REMOVE EXISTING AC PAVEMENT TOP 2" OF FULL DEPTH AC SHALL BE PLACED AT THE SAME TIME AS OVERLAY. DETAIL A N.T.S. R/ W PR O P . CR O W N CL R/ W R/ W CL CL RW RANDALL AVE RANDALL AVE RANDALL AVE CA T A W B A A V E CA T A W B A A V E FON T A N A A V E FON T A N A A V E REMOVE EX. AC PAVEMENT. CONSTRUCT 6.5" AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. CONSTRUCTION NOTES PROTECT IN PLACE. ITEM AS NOTED ON PLAN ADJUST TO GRADE. ITEM AS NOTED ON PLAN. RELOCATE EXISTING. ITEM AS NOTED ON PLAN. SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTH VARIES). SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES). CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTED NATIVE. STANDARD, CASE, AND TYPE PER DETAIL. CONSTRUCT RETAINING CURB TO HEIGHTS AS INDICATED ON PLAN PER CITY OF FONTANA STD. PLAN NO. 1003. PAINT RETAINING CURB YELLOW. INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 403. COLD MILL EXISTING AC PAVEMENT 2". CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSS GUTTER SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSS GUTTER. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 2" MINIMUM AC PAVEMENT. CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10) BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE. INSTALL METAL GUARD RAIL ON TOP OF RETAINING CURB PER SPPWC STD. PLAN NO. 606-4, TYPE A. 1 2 3 7 8 13 14 15 16 17 19 20 21 22 23 26 29 3. 9 ' 5.3' 22.4' 17 . 3 ' 3. 3 ' 2. 8 ' 4.5' 12 . 4 ' 5 . 1 ' 9 . 7 ' 5.9' 11.3' 3' 13.6'1.5' 10 . 5 ' 10.5' 17 . 9 ' 3' 2. 8 ' 21' 4.7' 10 ' 1. 6 ' 1.4' 1. 5 ' 1.4' 13.3'4.5' 4.9' 9. 4 ' 5' 12.9 ' 4.5'4.6' 11 . 6 ' (1169.40 FS) JOIN EX. (1169.60 FS) JOIN EX. (1 1 6 8 . 5 8 F S ) JO I N E X . (1 1 6 8 . 6 1 F S ) JO I N E X . (1168.76 FS) JOIN EX. 1168.64 FS (1168.79 FS) JOIN EX. (1169.56 FS) JOIN EX. 11 6 9 . 2 1 T C 11 6 8 . 5 5 F L 11 6 9 . 3 1 T C 11 6 8 . 6 4 F L 0" CF 1168.90 FL 1169.45 TC 1168.95 FL 0" C F 11 6 9 . 3 2 F S 1169.32 FS 11 6 9 . 3 0 F S 11 6 9 . 3 6 F S (1169.47 FS) JOIN EX. (1168.88 FS) JOIN EX. 1168.73 FS (1168.83 FS) JOIN EX. (1 1 6 8 . 9 2 F S ) JO I N E X . (1 1 6 8 . 9 4 F S ) JO I N E X . (1 1 6 8 . 9 8 F S ) JO I N E X . (1169.85 FS) JOIN EX. 11 6 9 . 6 4 F S 0" C F 11 6 9 . 6 5 F S 1169.70 TC 1169.03 FL 0" CF 1168.98 FL 11 6 9 . 5 2 T C 11 6 8 . 8 5 F L 11 6 9 . 4 8 T C 11 6 8 . 8 1 F L 1169.60 FS (1169.79 TC) (1169.12 FL) 5. 2 % 1. 4 % 3.6% 2.7% 3. 3 % 0 . 7 % 1.4% 1.7% 2.1% 4.2% 5.7% 1. 2 % 1. 2 % 3.2% 1. 5 % 3. 2 % 0.6 % 1.6% 4.3% 1168.74 FS 13 15 16 7 8 16 8 13 7 20 20 R= 1 5 ' BC R 8 9 ° ' 91° ' R= 1 5 ' EC R 14 14 JOIN EX. (1169.11 TC) (1168.54 FL) JOIN EX. ECR (1169.90 TC) (1169.39 FL) JOIN EX. BCR JOIN EX. (1169.55 TC) (1168.85 FL) 10.7' 4.6% 15 4. 2 ' 6. 8 ' 4. 2 ' 6. 2 ' 0. 0 % 0. 2 % 2117 22 24 8.1'6' 9' 9' 1.5' 22 . 8 ' 2. 4 ' 2. 6 ' 8'16.8' 8' 13 . 8 ' 5.8' 6. 1 ' 5 . 2 ' 5 . 8 ' 8. 6 ' 3' 5. 1 ' 8.2' (1 1 6 9 . 4 5 F S ) JO I N E X . (1 1 6 9 . 4 7 F S ) JO I N E X . (1169.50 FS) JOIN EX. (1169.45 FS) JOIN EX. (1169.53 FS) JOIN EX. (1170.11 FS) JOIN EX. 1170.42 TC 1170.05 FL 0" CF 1169.83 FL 0" CF 1169.72 FL 11 7 0 . 0 8 T C 11 6 9 . 5 8 F L 11 7 0 . 0 1 T C 11 6 9 . 4 6 F L (1 1 7 0 . 4 1 T C ) 11 7 0 . 2 7 F S (1 1 7 0 . 4 7 T C ) 11 7 0 . 2 6 F S 0" C F (1 1 7 0 . 6 2 F S ) 1170.12 FS 1170.18 FS 1. 5 ' 0.6% 1. 4 % 1. 7 % 2.4% 0.0% 5. 6 % 1 . 5 % 7 . 2 % 1. 6 % 0.2%0.2% 4. 0 % 2117 13 7 20 9 0 ° ' R= 1 5 ' BC R ECR 3.6% 14 14 FENCE1 FENCE1 JOIN EX. (1170.09 TC) (1169.39 FL) JO I N E X . (1 1 7 0 . 4 0 T C ) (1 1 7 0 . 0 6 F L ) 4. 2 ' 2. 9 ' 5.2' 4.3% 7.6% 15 GATE1 PARKWAY 1DRAIN JOIN EX. 0" CF (1170.29 FS) 1170.28 TC 1169.95 FL 22 24 PROPOSED TRUNCATED DOMESPROPOSED CONCRETE IMPROVEMENTS LEGEND DETAIL #5 - CURB RAMP SPPWC STD. PLAN NO. 111-5, CASE D, TYPE 1 SE CORNER OF 15957 RANDALL AVE SCALE: 1" = 5' DETAIL #6 - CURB RAMP SPPWC STD. PLAN NO. 111-5, CASE C SW CORNER/WEST ENTRANCE OF CITRUS ELEMENTARY SCHOOL SCALE: 1" = 5' PROPOSED CURB RETURN ACCESS RAMP LIMITS CONSTRUCTION NOTES PROTECT IN PLACE. ITEM AS NOTED ON PLAN SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTH VARIES). SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES). CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTED NATIVE. STANDARD, CASE, AND TYPE PER DETAIL. CONSTRUCT RETAINING CURB TO HEIGHTS AS INDICATED ON PLAN PER CITY OF FONTANA STD. PLAN NO. 1003. PAINT RETAINING CURB YELLOW. INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 403. CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSS GUTTER SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSS GUTTER. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. 1 7 8 13 14 15 16 17 20 21 22 24 DETAIL #4 - CURB RAMP SPPWC STD. PLAN NO. 111-5, CASE D, TYPE 1 SW CORNER OF 15957 RANDALL AVE SCALE: 1" = 5' R/ W RANDALL AVE R/ W R/ W RANDALL AVE CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE. 18 . 1 ' 2. 4 ' 2. 6 ' 16.3' 1.6'15.3' 10 . 8 ' 1. 5 ' 4. 2 ' 4. 8 ' 4. 6 ' 1. 7 ' 4. 5 ' 5' 6.2' 6.4' 9.8'4.2' (1170.09 FS) JOIN EX. (1169.62 FS) JOIN EX. (1169.50 FS) JOIN EX. (1169.62 FS) JOIN EX. (1 1 6 9 . 6 3 F S ) JO I N E X . (1170.29 FS) JOIN EX. (1170.35 FS) JOIN EX. (1170.49 FS) JOIN EX. 11 7 0 . 2 9 T C 11 6 9 . 6 2 F L 0" CF 1169.72 FL 0" CF 1169.79 FL 1170.21 TC 1169.86 FL 1170.37 TC 1169.87 FL 1. 2 % 8. 8 % 1.0 % 9.3% 0.9% 1. 3 % 1. 3 % 1. 3 % 1. 3 % 3.2% 0.3% 2117 20 91° ' R= 1 5 ' EC R 0.1% BCR 137 FENCE1 JOIN EX. (1170.23 TC) (1169.52 FL) JO I N E X . (1 1 7 0 . 4 3 T C ) (1 1 6 9 . 8 9 F L ) 1170.23 FS 1170.29 FS 7' 4.9% 7.1% 15 2422 7.2' 5' 5 . 1 ' 6 . 7 ' 8. 9 ' 2.5' 4.2'7.1' 4.2' 9. 3 ' 5.8' 4. 2 ' 1. 5 ' 6. 3 ' 5.2 ' 6.5' 4.5'12.4' 14.3'12.4' 20 . 4 ' 11 . 8 ' 4. 2 ' 4. 3 ' 8.6'4.2' 11 7 1 . 1 0 T C 11 7 0 . 7 5 F L 0" CF 1170.81 FL 0" CF 1170.91 FL 1171.45 FS 1171.29 FS (1171.28 FS) JOIN EX. 1171.20 FS 1171.14 FS 1171.77 TC 1171.27 FL 1171.63 TC 1171.21 FL 0" CF 1171.03 FL 0" CF 1170.96 FL 11 7 1 . 3 5 T C 11 7 0 . 9 3 F L 11 7 1 . 4 7 T C 11 7 0 . 9 7 F L (1171.87 FS) JOIN EX. (1 1 7 1 . 8 4 F S ) JO I N E X . 1171.62 FS 1171.55 FS 1. 6 % 0.7% 0 . 8 % 8 . 3 % 5.4% 1. 7 % 0.4% 3.0% 5.6% 0.6 % 9. 2 % 4. 2 % 0.8%0.3% 2. 3 % 1. 8 % 1. 8 % 2. 0 % 1. 5 % 168 137 R= 1 5 ' BC R R= 1 5 ' EC R JOIN EX. ECR BCR 8 9 ° ' 91° ' 137 FENCE1 FENCE1 1 JO I N E X . (1 1 7 1 . 1 5 T C ) (1 1 7 0 . 7 3 F L ) JOIN EX. (1171.95 TC) (1171.45 FL) JOIN EX. (1171.41 TC) (1171.02 FL) 3.7% SIGN 1171.39 FS 1171.45 FS 5.6' 7.4% 4.8% 15 4. 2 ' 2. 6 ' 3. 4 % 3.3%1. 5 % 1. 6 % 15 1.7% 1GATE (1171.54 TC) (1171.14 FL) 2422 R/ W CONSTRUCTION NOTES PROTECT IN PLACE. ITEM AS NOTED ON PLAN SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTH VARIES). SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES). CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTED NATIVE. STANDARD, CASE, AND TYPE PER DETAIL. INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 403. CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSS GUTTER SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403. EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSS GUTTER. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. 1 7 8 13 15 16 17 20 21 22 24 DETAIL #7 - CURB RAMP SPPWC STD. PLAN NO. 111-5, CASE C SE CORNER/WEST ENTRANCE OF CITRUS ELEMENTARY SCHOOL DETAIL #8 - CURB RAMP SPPWC STD. PLAN NO. 111-5, CASE C SW CORNER/EAST ENTRANCE OF CITRUS ELEMENTARY SCHOOL DETAIL #9 - CURB RAMP SPPWC STD. PLAN NO. 111-5, CASE C SE CORNER/EAST ENTRANCE OF CITRUS ELEMENTARY SCHOOL RANDALL AVE R/ W R/ W RANDALL AVE SCALE: 1" = 5'SCALE: 1" = 5'SCALE: 1" = 5' PROPOSED TRUNCATED DOMESPROPOSED CONCRETE IMPROVEMENTS LEGEND PROPOSED CURB RETURN ACCESS RAMP LIMITS CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE. 11 6 9 . 2 6 T C 11 6 8 . 7 6 F L 11 6 8 . 8 7 T C 11 6 8 . 7 8 F L 11 6 8 . 9 0 T C 11 6 8 . 8 2 F L 11 6 9 . 3 4 T C 11 6 8 . 8 4 F L 11 6 9 . 3 4 F S 11 6 9 . 0 3 F S 11 6 9 . 0 6 F S 11 6 9 . 3 6 F S 1168.97 FS 1169.00 FS1. 5 % 1. 5 % 10 . 0 % 1. 5 % 10 . 0 % 0. 5 % 6'12'6' 5' 4' 1' 5' 6. 4 ' JOIN EX.JOIN EX. 5.0%0.3%5.2% 0.3% 5. 7 % 4. 6 % 0.3%0.6% 12' 11 7 0 . 0 9 T C 11 6 9 . 5 9 F L 11 7 0 . 1 8 T C 11 6 9 . 6 8 F L 11 6 9 . 7 4 T C 11 6 9 . 6 6 F L 11 6 9 . 6 9 T C 11 6 9 . 6 1 F L 11 6 9 . 8 5 F S 11 6 9 . 9 0 F S 11 7 0 . 2 1 F S JOIN EX. 1169.79 FS 1169.84 FS JOIN EX. 0. 5 % 1. 5 % 1. 5 % 10 . 0 % 10 . 0 % 0. 5 % 5.1%0.4%4.3% 0.4% 5' 1' 4' 6. 4 ' 5' 6'12' 1 PP 6' 6. 2 % 3. 9 % 0.4%0.5% 11 7 0 . 1 1 F S 12' 11 7 1 . 8 4 T C 11 7 1 . 3 4 F L 11 7 1 . 4 0 T C 11 7 1 . 3 2 F L 11 7 1 . 3 6 T C 11 7 1 . 2 8 F L 11 7 1 . 7 5 T C 11 7 1 . 2 5 F L 11 7 1 . 7 8 F S 11 7 1 . 5 2 F S 11 7 1 . 5 6 F S 11 7 1 . 9 2 F S JOIN EX. 1171.46 FS 1171.50 FS JOIN EX. 0. 6 % 1. 5 % 10 . 0 % 10 . 0 % 1. 5 % 1. 5 % 5.9%0.4%4.4% 0.4% 1' 4' 5. 2 ' 5'5' 6'12' 1 PP1GATE MB FR O M TO 6' 3 6. 8 % 7. 4 % 0.4%0.4% 13.5' 11 7 1 . 9 6 T C 11 7 1 . 4 6 F L 11 7 1 . 5 6 T C 11 7 1 . 4 8 F L 11 7 1 . 6 1 T C 11 7 1 . 5 2 F L 11 7 2 . 0 4 T C 11 7 1 . 5 4 F L 11 7 1 . 9 8 F S 11 7 1 . 7 2 F S 11 7 1 . 7 7 F S 11 7 2 . 1 2 F S JOIN EX. 1171.66 FS 1171.71 FS JOIN EX. 0. 5 % 1. 5 % 1. 5 % 10 . 0 % 10 . 0 % 1. 5 % 0.4% 5.9%0.4%4.3% 5' 1' 4' 5. 5 ' 5' 6'12' MB F R O M TO 3 6' 1. 8 % 1. 1 % 0.4%0.4% 12' 11 7 2 . 1 5 T C 11 7 1 . 6 5 F L 11 7 1 . 7 5 T C 11 7 1 . 6 7 F L 11 7 1 . 8 0 T C 11 7 1 . 7 2 F L 11 7 2 . 2 3 T C 11 7 1 . 7 3 F L 11 7 2 . 2 5 T C 11 7 1 . 7 5 F L 11 7 1 . 8 5 T C 11 7 1 . 7 7 F L 11 7 1 . 9 0 T C 11 7 1 . 8 1 F L 11 7 2 . 3 3 T C 11 7 1 . 8 3 F L 11 7 2 . 2 2 F S 11 7 1 . 9 1 F S 11 7 2 . 2 6 F S JOIN EX. 1171.85 FS 1171.90 FS JOIN EX. 11 7 2 . 3 2 F S 11 7 2 . 0 1 F S 11 7 2 . 0 6 F S 11 7 2 . 3 6 F S JOIN EX. 1171.95 FS 1172.00 FS JOIN EX. 5.1% 0.4% 6.3% 0.4% 6.0% 0.4% 5.2%0.4%1.6%0.4% 1. 5 % 1. 5 % 10 . 0 % 1. 5 % 10 . 0 % 0. 5 % 1. 5 % 1. 5 % 10 . 0 % 1. 5 % 10 . 0 % 0. 5 % 1. 7 % 3. 6 % 4. 3 % 7. 5 % 5' 1' 4' 6. 4 ' 5'5' 1' 4' 6. 4 ' MB X2 F R O M 3 MB X2 TO 3 5' 6'12' 5' 4'5'12'6' 1.4%0.4% 12'12.8' 11 7 1 . 9 6 F S X3 11 7 2 . 7 3 T C 11 7 2 . 2 3 F L 11 7 2 . 3 5 T C 11 7 2 . 2 6 F L 11 7 2 . 5 4 T C 11 7 2 . 4 6 F L 11 7 2 . 9 9 T C 11 7 2 . 4 9 F L JOIN EX. 1172.84 FS 1173.03 FS JOIN EX. 11 7 2 . 7 7 F S 11 7 2 . 8 8 F S 1.0%1.0%1.4% 0.9%0.9% 9. 6 % 1. 5 % 9. 8 % 1. 3 % 1. 5 % 2.0 % 1.1% 1.0% (0.8%) 3'20'3' 5' 20 . 7 ' 5. 1 ' 5' 1 PP DRAIN INLET X3 25 . 7 ' 1 26' 18 GRADE EX. TO MATCH NEW CONCRETE ELEVATIONS. PROPOSED CONCRETE IMPROVEMENTS LEGEND CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT BACK OF DRIVEWAY. R/ W DETAIL #10 - DRIVEWAY DRIVEWAY CL 12+48.21 SCALE: 1" = 5' DETAIL #11 - DRIVEWAY DRIVEWAY CL 14+39.12 SCALE: 1" = 5' DETAIL #12 - DRIVEWAY DRIVEWAY CL 18+19.96 SCALE: 1" = 5' DETAIL #13 - DRIVEWAY DRIVEWAY CL 18+73.86 SCALE: 1" = 5' DETAIL #14 - DRIVEWAY DRIVEWAY CL 19+25.60 SCALE: 1" = 5' DETAIL #15 - DRIVEWAY DRIVEWAY CL 19+51.60 SCALE: 1" = 5' DETAIL #16 - DRIVEWAY DRIVEWAY CL 20+05.90 SCALE: 1" = 5' R/ W R/ W R/ W R/ W R/ W R/ W 9275 15960 16022 16038 16040 16050 9298-9286 CONSTRUCTION NOTES PROTECT IN PLACE. ITEM AS NOTED ON PLAN RELOCATE EXISTING. ITEM AS NOTED ON PLAN. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES). CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS. CONSTRUCT NEW RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, PARKWAY ADJACENT SIDEWALKS. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001. CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS. 1 3 5 6 8 9 11 12 16 18 24 25 27 10+00 11+00 12+00 13+00 14+00 C1 C 2 L1 12 + 4 8 . 2 1 DW Y C L SE E D E T A I L # 1 0 ON S H E E T 6 10+00.00 RANDALL AVE CL 10+00.00 CATAWBA AVE CL 10+00.00 FONTANA AVE CL 10+54.87 BEGIN AC PAVEMENT RECONSTRUCTION 24 9 WV MB SI G N TO FR O M SEE DETAIL #3 ON SHEET 3 DW Y SEE DETAIL #2 ON SHEET 3 SEE DETAIL #1 ON SHEET 3 WV 16 22 26 2 2 3 7 7 21 2 27 74 ' 32 ' 18 . 1 ' 44 ' 30 ' 31 . 8 ' 18 . 1 ' 11 . 4 ' 5' 6. 4 ' 11 + 8 1 . 7 9 JO I N E X . D W Y , S W AN D C & G 12 + 8 9 . 2 1 DW Y C L W= 1 2 ' X= 6 ' 24 7' 17 13 13 22 22 1 2727 4 22' 2 0 ' 9+32.95 0.24' LT END PAVING LIMITS 9+98.17 0.24' LT END PAVING LIMITS 11+06.50 1.16' RT END PAVING LIMITS 19 23 11 + 9 4 . 6 7 EN D 8 " C U R B . BE G I N T R A N S I T I O N TO 6 " C U R B . 10 16 8 5 16 16 9 9 16 SEE DETAIL #4 ON SHEET 4137 SEE DETAIL #5 ON SHEET 4 7 13 11 11 2422 11 + 0 0 . 0 0 11 6 9 . 1 2 T C 11 + 5 0 . 0 0 (1 1 6 9 . 1 6 T C ) 12 + 2 5 . 0 0 11 6 9 . 2 8 T C 12 + 5 0 . 0 0 11 6 8 . 8 9 T C 12 + 7 5 . 0 0 11 6 9 . 4 2 T C 13 + 0 0 . 0 0 11 6 9 . 4 9 T C 13 + 2 5 . 0 0 11 6 9 . 6 8 T C 13 + 5 0 . 0 0 11 6 9 . 7 8 T C 13 + 7 5 . 0 0 11 6 9 . 8 8 T C 14 + 0 0 . 0 0 11 6 9 . 9 8 T C 10 + 9 0 . 6 1 B C R 11 6 8 . 7 1 T C 12 + 3 6 . 2 1 T X 11 6 9 . 2 6 T C 12 + 6 0 . 2 1 T X 11 6 9 . 3 4 T C 12 + 7 7 . 2 1 T X 11 6 9 . 4 4 T C 13 + 0 1 . 2 1 T X 11 6 9 . 5 8 T C 12 + 5 4 . 2 1 B X 11 6 8 . 9 0 T C 12 + 4 2 . 2 1 B X 11 6 8 . 8 7 T C 10 + 9 5 . 3 9 T X 11 6 9 . 1 4 T C 11 + 9 4 . 6 7 G B 11 6 9 . 3 4 T C EN D 8 " C U R B . BE G I N T R A N S I T I O N T O 6 " C U R B . (0.16%)(0.12%)(0.11%) (-0.25%)-0.49% 0.22%0.36%-0.17%-0.17% 0.30% 0.60%0.60% 0.40%0.40%0.40%0.40% 12 + 9 5 . 2 1 B X 11 6 9 . 1 3 T C 12 + 8 3 . 2 1 B X 11 6 9 . 0 6 T C 11 + 2 5 . 0 0 (1 1 6 9 . 1 3 T C ) 11 + 1 4 . 6 7 (1 1 6 9 . 1 1 T C ) JO I N E X . C & G 11 + 0 5 . 6 1 G B 11 6 9 . 0 9 T C 12 + 0 0 . 0 0 11 6 9 . 3 3 T C 11 + 8 1 . 7 9 (1 1 6 9 . 2 9 T C ) JO I N E X . C & G 11 + 7 5 . 0 0 (1 1 6 8 . 6 5 T C ) 10 + 5 0 . 0 0 11 6 7 . 8 6 F S 10 + 7 5 . 0 0 11 6 8 . 7 2 F S 11 + 0 0 . 0 0 11 6 8 . 8 3 F S 11 + 2 5 . 0 0 11 6 8 . 9 4 F S 11 + 5 0 . 0 0 11 6 9 . 0 5 F S 11 + 7 5 . 0 0 11 6 9 . 1 6 F S 12 + 0 0 . 0 0 11 6 9 . 2 6 F S 12 + 2 5 . 0 0 11 6 9 . 3 3 F S 12 + 5 0 . 0 0 11 6 9 . 3 9 F S 12 + 7 5 . 0 0 11 6 9 . 5 1 F S 13 + 0 0 . 0 0 11 6 9 . 6 6 F S 13 + 2 5 . 0 0 11 6 9 . 7 6 F S 13 + 5 0 . 0 0 11 6 9 . 8 6 F S 13 + 7 5 . 0 0 11 6 9 . 9 6 F S 14 + 0 0 . 0 0 11 7 0 . 0 6 F S 10 + 0 0 . 0 0 (1 1 6 8 . 7 6 F S ) 10 + 4 3 . 7 1 11 6 7 . 8 7 L I P 10 + 5 0 . 4 9 11 6 7 . 8 7 L I P (-0.53%) (-0.90%) 4.00% 0.38%0.47%0.44%0.44%0.44%0.44%0.26%0.26%0.60%0.60%0.40% 13 + 0 1 . 2 1 G B 11 6 9 . 6 6 F S 12 + 6 0 . 2 1 G B 11 6 9 . 4 2 F S 11 + 9 4 . 6 7 G B 11 6 9 . 2 5 F S 11 + 0 5 . 7 0 G B 11 6 8 . 8 6 F S 10 + 8 3 . 1 4 G B 11 6 8 . 7 5 F S 10 + 7 1 . 3 6 G B 11 6 8 . 7 1 F S 0.40%0.40%0.40% 0.26%10 + 3 6 . 0 0 (1 1 6 8 . 5 3 F S ) JO I N E X . A C P V M T AN D L E G A L C L 10 + 4 7 . 1 0 11 6 7 . 7 9 L I P -8.5 4 % 10 + 2 5 . 0 0 (1 1 6 8 . 6 3 F S ) 10 + 7 5 . 0 0 (1 1 6 8 . 5 1 T C ) 11 + 0 0 . 0 0 (1 1 6 8 . 5 8 T C ) 11 + 2 5 . 0 0 (1 1 6 8 . 6 2 T C ) 11 + 5 0 . 0 0 (1 1 6 8 . 6 9 T C ) 11 + 7 5 . 0 0 (1 1 6 8 . 7 6 T C ) 12 + 0 0 . 0 0 (1 1 6 8 . 8 9 T C ) 12 + 2 5 . 0 0 (1 1 6 9 . 0 5 T C ) 12 + 4 3 . 5 1 B C R (1 1 6 9 . 1 4 T C ) 13 + 1 9 . 0 6 E C R (1 1 6 9 . 5 3 T C ) 13 + 2 5 . 0 0 (1 1 6 9 . 5 6 T C ) 13 + 5 0 . 0 0 (1 1 6 9 . 6 9 T C ) 13 + 7 5 . 0 0 (1 1 6 9 . 8 6 T C ) 14 + 0 0 . 0 0 (1 1 7 0 . 0 8 T C ) 10 + 5 6 . 8 8 (1 1 6 8 . 3 6 T C ) JO I N E X . C & G 10 + 4 2 . 8 3 11 6 8 . 1 3 T C 10 + 5 0 . 0 0 11 6 8 . 2 5 T C (0.81%)(0.27%)(0.18%)(0.28%)(0.27%)(0.54%)(0.62%)(0.46%) (0.51%)(0.70%)(0.87%) 1.66% LINE DATA TABLE SEGMENT L1 LENGTH 846.88' BEARING N89° 26' 05"E CURVE DATA TABLE SEGMENT C1 C2 LENGTH 32.45' 38.71' RADIUS 20.72' 16.22' DELTA 89°45'04" 136°44'16" PROPOSED CONCRETE IMPROVEMENTS LEGEND PROPOSED TRUNCATED DOMES WV 2 MA T C H L I N E S T A 1 4 + 0 0 SE E S H E E T 8 RANDALL AVE CATAWBA AVE CATAWBA AVE FONTANA AVE FO N T A N A A V E REMOVE EX. AC PAVEMENT. CONSTRUCT 6.5" AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. GRADE EX. TO MATCH NEW CONCRETE ELEVATIONS. R/ W PR O P . CR O W N R/ W CL CL CL CL CL CL 10+00 10+50 11+00 12+00 13+00 14+0011+50 13+5012+50 1170 1170 1170 1170 1170 1170 SCALE:HORIZ. 1"=20' VERT. 1"=4' MA T C H L I N E S T A 1 4 + 0 0 SE E S H E E T 8 EX. S'LY TC EX. S'LY TC PROP. S'LY TC PROP. CROWN 7' CL OFFSET RT EX. N'LY TCPROP. N'LY TC PROP. N'LY TC EX. CROWN AT CL 15957 9275 15960 EX. STREET EL. AT 7' CL OFFSET RT 17 3 / 8 " W T R - F W C 30 ' S / O C L EL E C - S C E 8" W T R - F W C 19 ' S / O C L EL E C - S C E EL E C - S C E 8" WTR - FWC 20' E/O CL ABANDONED 8" WTR - FWC 10' E/O CL 12 3/4" WTR - FWC 15' E/O CL TE L - C H A R T E R TE L - A T & T TE L - A T & T 2" GAS - SCG 17' E/O CL 2" GAS - SCG 14' E/O CL 3" G A S - S C G 12 ' N / O C L 2" G A S - S C E CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT BACK OF DRIVEWAY. FEET SCALE: 1" = 20' 40200106'12' OR 24'6' 4' 1' VA R I E S 11 24 25 AS SHOWN ON PLANS DETAIL B - TYPICAL DRIVEWAY N.T.S. 12 % MA X 12 % MA X COLD MILL 2" MIN. EXISTING AC PAVEMENT. PLACE 2" MIN. AC OVERLAY. SSMH2 WV X42 1. 5 % MA X 1. 5 % MA X 1. 5 % MA X 7.5% MAX 7.5% MAX 10% MAX EX. N'LY FS CONSTRUCTION NOTES PROTECT IN PLACE. ITEM AS NOTED ON PLAN ADJUST TO GRADE. ITEM AS NOTED ON PLAN. RELOCATE EXISTING. ITEM AS NOTED ON PLAN. SAWCUT AND REMOVE EXISTING AC CURB. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTH VARIES). SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES). CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW 8" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS. CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTED NATIVE. STANDARD, CASE, AND TYPE PER DETAIL. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 403. COLD MILL EXISTING AC PAVEMENT 2". EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSS GUTTER. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 2" MINIMUM AC PAVEMENT. CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10) BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE. GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS. 1 2 3 4 5 7 8 9 10 11 13 16 17 19 21 22 23 24 25 26 27 14+00 15+00 16+00 17+00 18+00 L1 15 + 0 8 . 1 2 DW Y C L W= 2 4 ' X= 6 ' 15 + 9 0 . 0 2 DW Y C L W= 1 2 ' X= 6 ' 18 + 1 9 . 9 6 DW Y C L SE E D E T A I L # 1 2 ON S H E E T 6 24 24 25 WV WV WV MB FR O M T O 16 22 26 2 2 2 3 27 54 ' 30 ' 84 ' 98 ' 54 ' 44 ' 5' 6. 4 ' 14 + 3 9 . 1 2 DW Y C L SE E D E T A I L # 1 1 ON S H E E T 6 25 7' 33 . 9 ' 18 . 1 ' 11 11 11 11 27 27 27 2717 + 2 3 . 3 9 DW Y C L W= 2 4 ' X= 6 ' 25 11 6 27 6 5 5 45 ' 18 . 1 ' 45 . 1 ' 18 . 1 ' 27 6 5' 916 16 16 16 16 9 9 9 9 9 SEE DETAIL #7 ON SHEET 5 7 13 SEE DETAIL #8 ON SHEET 5137 SEE DETAIL #9 ON SHEET 5 7 13 SEE DETAIL #6 ON SHEET 413 24 7 22 24 22 14 + 2 5 . 0 0 11 7 0 . 0 8 T C 14 + 5 0 . 0 0 11 7 0 . 1 0 T C 14 + 7 5 . 0 0 11 7 0 . 3 1 T C 15 + 0 0 . 0 0 11 7 0 . 0 2 T C 15 + 2 5 . 0 0 11 7 0 . 4 9 T C 15 + 5 0 . 0 0 11 7 0 . 7 0 T C 15 + 7 5 . 0 0 11 7 0 . 8 3 T C 16 + 0 0 . 0 0 11 7 0 . 8 0 T C 16 + 2 5 . 0 0 11 7 1 . 0 4 T C 16 + 5 0 . 0 0 11 7 1 . 1 4 T C 16 + 7 5 . 0 0 11 7 1 . 2 3 T C 17 + 0 0 . 0 0 11 7 1 . 3 3 T C 17 + 2 5 . 0 0 11 7 1 . 0 1 T C 17 + 5 0 . 0 0 11 7 1 . 5 3 T C 17 + 7 5 . 0 0 11 7 1 . 6 2 T C 18 + 0 0 . 0 0 11 7 1 . 7 2 T C 18 + 2 5 . 0 0 11 7 1 . 4 0 T C 14 + 0 0 . 0 0 11 6 9 . 9 8 T C 14 + 2 7 . 1 2 T X 11 7 0 . 0 9 T C 14 + 5 1 . 1 2 T X 11 7 0 . 1 8 T C 15 + 2 6 . 1 2 T X 11 7 0 . 5 7 T C 15 + 7 8 . 0 2 T X 11 7 0 . 8 5 T C 16 + 0 2 . 0 2 T X 11 7 0 . 9 5 T C 18 + 0 7 . 9 6 T X 11 7 1 . 7 5 T C 18 + 2 5 . 9 6 B X 11 7 1 . 4 0 T C 18 + 1 3 . 9 6 B X 11 7 1 . 3 6 T C 15 + 2 0 . 1 2 B X 11 7 0 . 1 3 T C 14 + 9 6 . 1 2 B X 11 7 0 . 0 0 T C 0.40%0.40% 0.52%0.52%0.52% 0.52%0.52%0.39% 0.39%0.39%0.39%0.39%0.39%0.39% 0.39%0.39%0.37% 0.37% 18 + 5 0 . 0 0 11 7 1 . 9 1 T C 15 + 9 6 . 0 2 B X 11 7 0 . 5 1 T C 15 + 8 4 . 0 2 B X 11 7 0 . 4 6 T C 14 + 9 0 . 1 2 T X 11 7 0 . 3 9 T C 14 + 4 5 . 1 2 B X 11 6 9 . 7 4 T C 14 + 3 3 . 1 2 B X 11 6 9 . 6 9 T C 17 + 0 5 . 3 9 T X 11 7 1 . 3 5 T C 17 + 4 1 . 3 9 T X 11 7 1 . 4 9 T C 17 + 3 5 . 3 9 B X 11 7 1 . 0 5 T C 17 + 1 1 . 3 9 B X 11 7 0 . 9 6 T C 18 + 3 1 . 9 6 T X 11 7 1 . 8 4 T C 14 + 2 5 . 0 0 11 7 0 . 1 6 F S 14 + 5 0 . 0 0 11 7 0 . 2 6 F S 14 + 7 5 . 0 0 11 7 0 . 3 9 F S 15 + 0 0 . 0 0 11 7 0 . 5 2 F S 15 + 2 5 . 0 0 11 7 0 . 6 5 F S 15 + 5 0 . 0 0 11 7 0 . 7 8 F S 15 + 7 5 . 0 0 11 7 0 . 9 1 F S 16 + 0 0 . 0 0 11 7 1 . 0 2 F S 16 + 2 5 . 0 0 11 7 1 . 1 2 F S 16 + 5 0 . 0 0 11 7 1 . 2 2 F S 16 + 7 5 . 0 0 11 7 1 . 3 2 F S 17 + 0 0 . 0 0 11 7 1 . 4 1 F S 17 + 2 5 . 0 0 11 7 1 . 5 1 F S 17 + 5 0 . 0 0 11 7 1 . 6 1 F S 17 + 7 5 . 0 0 11 7 1 . 7 1 F S 18 + 0 0 . 0 0 11 7 1 . 8 1 F S 18 + 2 5 . 0 0 11 7 1 . 9 0 F S 0.40%0.52%0.52%0.52%0.42% 0.37%0.37% 18 + 0 7 . 9 6 G B 11 7 1 . 8 4 F S 16 + 0 2 . 0 2 G B 11 7 1 . 0 3 F S 15 + 7 8 . 0 2 G B 11 7 0 . 9 3 F S 14 + 5 1 . 1 2 G B 11 7 0 . 2 6 F S 0.39%0.39%0.39%0.39%0.39%0.39%0.39%0.39% 0.52%0.52% 0.40% 14 + 0 0 . 0 0 11 7 0 . 0 6 F S 18 + 5 0 . 0 0 11 7 1 . 9 9 F S 14 + 2 0 . 7 1 B C R (1 1 7 0 . 0 7 T C ) 14 + 7 5 . 0 2 E C R (1 1 7 0 . 2 3 T C ) 15 + 0 0 . 0 0 (1 1 7 0 . 2 9 T C ) 15 + 2 5 . 0 0 (1 1 7 0 . 3 0 T C ) 15 + 5 0 . 0 0 (1 1 7 0 . 3 4 T C ) 15 + 7 5 . 0 0 (1 1 7 0 . 5 6 T C ) 16 + 0 0 . 0 0 (1 1 7 0 . 7 0 T C ) 16 + 2 5 . 0 0 (1 1 7 0 . 8 2 T C ) 16 + 5 0 . 0 0 (1 1 7 0 . 9 2 T C ) 16 + 7 5 . 0 0 (1 1 7 1 . 0 3 T C ) 17 + 0 0 . 0 0 (1 1 7 1 . 1 3 T C ) 17 + 0 3 . 9 6 B C R (1 1 7 1 . 1 5 T C ) 17 + 5 8 . 9 7 E C R (1 1 7 1 . 3 6 T C ) 17 + 7 5 . 0 0 (1 1 7 1 . 4 3 T C ) 18 + 0 0 . 0 0 (1 1 7 1 . 5 4 T C ) 18 + 2 5 . 0 0 (1 1 7 1 . 6 0 T C ) 18 + 5 0 . 0 0 (1 1 7 1 . 7 1 T C ) 14 + 0 0 . 0 0 (1 1 7 0 . 0 8 T C ) (-0.07%)(0.23%)(0.07%)(0.14%)(0.87%)(0.56%)(0.50%)(0.38%)(0.44%)(0.43%)(0.44%)(0.43%)(0.23%)(0.46%) LINE DATA TABLE SEGMENT L1 LENGTH 846.88' BEARING N89° 26' 05"E PROPOSED TRUNCATED DOMES PROPOSED CONCRETE IMPROVEMENTS LEGEND MA T C H L I N E S T A 1 4 + 0 0 SE E S H E E T 7 MA T C H L I N E S T A 1 8 + 5 0 SE E S H E E T 9 RANDALL AVE FEET 1:20 4020010 REMOVE EX. AC PAVEMENT. CONSTRUCT 6.5" AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. GRADE EX. TO MATCH NEW CONCRETE ELEVATIONS. R/ W PR O P . CR O W N CL R/ W 14+00 14+50 15+00 16+00 17+00 18+0015+50 17+5016+50 1170 1170 1170 1170 1170 1170 SCALE:HORIZ. 1"=20' VERT. 1"=4' MA T C H L I N E S T A 1 8 + 5 0 SE E S H E E T 9 MA T C H L I N E S T A 1 4 + 0 0 SE E S H E E T 7 18+50 EX. S'LY TC EX. S'LY TC PROP. CROWN 7' CL OFFSET RT PROP. N'LY TC EX. S'LY TC 16041 15960 EX. STREET EL. AT 7' CL OFFSET RT 15976 15984 15996 16022 CITRUS ELEMENTARY SCHOOL17 3 / 8 " W T R - F W C 15 ' S / O C L TE L - V E R I Z O N 8" W T R - F W C 19 ' S / O C L TE L - A T & T TE L - A T & T 3" G A S - S C G 12 ' N / O C L 3" G A S - S C G 16 ' N / O C L CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT BACK OF DRIVEWAY. MB FR O M TO 3 6'12' OR 24'6' 4' 1' VA R I E S 11 24 25 AS SHOWN ON PLANS DETAIL B - TYPICAL DRIVEWAY N.T.S. 12 % MA X 12 % MA X MB FR O M TO 3 1. 5 % MA X 1. 5 % MA X 1. 5 % MA X 7.5% MAX 7.5% MAX 10% MAX GA S - S C G GA S - S C G GA S - S C G GA S - S C G GA S - S C G GA S - S C G EX. N'LY FS CONSTRUCTION NOTES ADJUST TO GRADE. ITEM AS NOTED ON PLAN. RELOCATE EXISTING. ITEM AS NOTED ON PLAN. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTH VARIES). CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS. CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTED NATIVE. STANDARD, CASE, AND TYPE PER DETAIL. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10) BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE. GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS. 2 3 5 6 7 9 11 13 16 22 24 25 26 27 19+00 20+00 21+00 22+00 23+00 23+20 C3 C4 L3 L1 L2 18 + 7 3 . 8 6 DW Y C L SE E D E T A I L # 1 3 ON S H E E T 6 19 + 2 5 . 6 0 DW Y C L SE E D E T A I L # 1 4 ON S H E E T 6 20 + 0 5 . 9 0 DW Y C L SE E D E T A I L # 1 6 ON S H E E T 6 23+19.81 RANDALL AVE CL 25 24 12 SSMH SI G N T O F R O M WV MB X2 TO FR O M MB TO FR O M 2 3 28 22 26 2 33 27 10 12 84 ' 54 ' 30 ' 34 ' 18 . 1 ' 44 . 8 ' 32 . 2 ' 98 ' 54 ' 44 ' 5' 14 . 1 ' 20 + 9 9 . 1 2 JO I N E X . C . G . 19 + 5 1 . 6 0 DW Y C L SE E D E T A I L # 1 5 ON S H E E T 6 24 SI G N F R O M TO 3 5. 3 ' 7' 18 7' 11 11 11 6 5 20 + 3 3 . 8 0 JO I N E X . S W . 27 27 5 27 5 16 16 16 9 9 9 20 + 6 9 . 1 9 EN D 6 " C U R B . BE G I N T R A N S I T I O N TO 8 " C U R B . 22+70.74 END AC PAVEMENT RECONSTRUCTION WV 2 X3 16 18 + 5 0 . 0 0 11 7 1 . 9 1 T C 18 + 7 5 . 0 0 11 7 1 . 5 9 T C 19 + 0 0 . 0 0 11 7 2 . 1 0 T C 19 + 2 5 . 0 0 11 7 1 . 7 7 T C 19 + 5 0 . 0 0 11 7 1 . 8 7 T C 19 + 7 5 . 0 0 11 7 2 . 4 9 T C 20 + 0 0 . 0 0 11 7 2 . 3 9 T C 20 + 2 5 . 0 0 11 7 3 . 0 5 T C 20 + 5 0 . 0 0 11 7 3 . 3 0 T C 20 + 7 5 . 0 0 11 7 3 . 6 1 T C 21 + 2 5 . 0 0 (1 1 7 4 . 2 4 T C ) 21 + 5 0 . 0 0 (1 1 7 4 . 5 0 T C ) 21 + 7 5 . 0 0 (1 1 7 4 . 7 4 T C ) 22 + 0 0 . 0 0 (1 1 7 5 . 0 0 T C ) 22 + 2 5 . 0 0 (1 1 7 5 . 2 8 T C ) 22 + 5 0 . 0 0 (1 1 7 5 . 5 1 T C ) 22 + 6 8 . 1 7 (1 1 7 5 . 6 7 T C ) 20 + 2 8 . 6 7 B C 11 7 3 . 0 9 T C 20 + 6 9 . 1 9 B C 11 7 3 . 5 0 T C EN D 6 " C U R B . BE G I N T R A N S I T I O N TO 8 " C U R B . 20 + 4 8 . 4 9 E C 11 7 3 . 2 9 T C 18 + 6 1 . 8 6 T X 11 7 1 . 9 6 T C 18 + 8 5 . 8 6 T X 11 7 2 . 0 4 T C 19 + 1 3 . 6 0 T X 11 7 2 . 1 5 T C 19 + 6 3 . 6 0 T X 11 7 2 . 3 3 T C 19 + 9 2 . 9 0 T X 11 7 2 . 7 3 T C 20 + 1 8 . 9 0 T X 11 7 2 . 9 9 T C 20 + 1 5 . 9 0 B X 11 7 2 . 5 4 T C 19 + 9 5 . 9 0 B X 11 7 2 . 3 5 T C 19 + 5 7 . 6 0 B X 11 7 1 . 9 0 T C 19 + 4 5 . 6 0 B X 11 7 1 . 8 5 T C 19 + 3 1 . 6 0 B X 11 7 1 . 8 0 T C 19 + 1 9 . 6 0 B X 11 7 1 . 7 5 T C 18 + 7 9 . 8 6 B X 11 7 1 . 6 1 T C 18 + 6 7 . 8 6 B X 11 7 1 . 5 6 T C 0.37%0.37% 0.37%0.37% 0.37% 0.37% 0.37% 1.36%1.36%0.99% 0.99%1.01%1.04% 0.92% 20 + 8 9 . 1 2 E C 11 7 3 . 8 7 T C 20 + 9 9 . 1 2 (1 1 7 3 . 9 6 T C ) JO I N E X . C & G (1.05%)(1.03%)(0.97%)(1.05%)(1.11%)(0.92%)(0.90%) 19 + 3 6 . 6 0 T X 11 7 2 . 2 3 T C 19 + 4 0 . 6 0 T X 11 7 2 . 2 5 T C 21 + 0 0 . 0 0 (1 1 7 3 . 9 7 T C ) 1.84% 18 + 5 0 . 0 0 11 7 1 . 9 9 F S 18 + 7 5 . 0 0 11 7 2 . 0 9 F S 19 + 0 0 . 0 0 11 7 2 . 1 8 F S 19 + 2 5 . 0 0 11 7 2 . 2 7 F S 19 + 5 0 . 0 0 11 7 2 . 3 7 F S 19 + 7 5 . 0 0 11 7 2 . 5 7 F S 20 + 0 0 . 0 0 11 7 2 . 9 0 F S 20 + 2 5 . 0 0 11 7 3 . 2 1 F S 20 + 5 0 . 0 0 11 7 3 . 5 2 F S 20 + 7 5 . 0 0 11 7 3 . 8 3 F S 21 + 0 0 . 0 0 11 7 4 . 1 3 F S 21 + 2 5 . 0 0 11 7 4 . 3 5 F S 21 + 5 0 . 0 0 11 7 4 . 5 7 F S 21 + 7 5 . 0 0 11 7 4 . 7 8 F S 22 + 0 0 . 0 0 11 7 5 . 0 0 F S 22 + 2 5 . 0 0 11 7 5 . 2 1 F S 22 + 5 0 . 0 0 11 7 5 . 4 1 F S 22 + 7 5 . 0 0 (1 1 7 5 . 6 3 F S ) 23 + 0 0 . 0 0 (1 1 7 5 . 9 4 F S ) 23 + 1 9 . 8 1 (1 1 7 6 . 1 4 F S ) 0.37%0.37%0.37%0.37%0.37%1.36%1.23%1.23%1.23%1.23%0.87%0.87%0.87%0.87%0.82%0.82%(1.24%)(1.00%) 0.82% 22 + 0 2 . 1 4 G B 11 7 5 . 0 2 F S CR O W N L I N E AN G L E P O I N T 20 + 9 9 . 1 2 G B 11 7 4 . 1 2 F S 19 + 9 2 . 9 0 G B 11 7 2 . 8 2 F S 19 + 6 3 . 6 0 G B 11 7 2 . 4 2 F S 1.36% 22 + 7 0 . 7 4 (1 1 7 5 . 5 8 F S ) JO I N E X . A C P V M T AN D L E G A L C L 18 + 7 5 . 0 0 (1 1 7 1 . 8 6 T C ) 19 + 0 0 . 0 0 (1 1 7 2 . 0 9 T C ) 19 + 2 5 . 0 0 (1 1 7 2 . 3 0 T C ) 19 + 5 0 . 0 0 (1 1 7 2 . 5 2 T C ) 19 + 7 5 . 0 0 (1 1 7 2 . 7 8 T C ) 20 + 0 0 . 0 0 (1 1 7 2 . 9 7 T C ) 20 + 2 5 . 0 0 (1 1 7 3 . 1 2 T C ) 20 + 5 0 . 0 0 (1 1 7 3 . 2 4 T C ) 20 + 7 5 . 0 0 (1 1 7 3 . 4 0 T C ) 21 + 0 0 . 0 0 (1 1 7 3 . 4 9 T C ) 21 + 2 5 . 0 0 (1 1 7 3 . 7 2 T C ) 21 + 5 0 . 0 0 (1 1 7 3 . 9 7 T C ) 21 + 7 5 . 0 0 (1 1 7 4 . 2 1 T C ) 22 + 0 0 . 0 0 (1 1 7 4 . 4 7 T C ) 22 + 2 5 . 0 0 (1 1 7 4 . 7 4 T C ) 22 + 5 0 . 0 0 (1 1 7 4 . 9 7 T C ) 22 + 5 2 . 1 3 B C R (1 1 7 5 . 0 0 T C ) 18 + 5 0 . 0 0 (1 1 7 1 . 7 1 T C ) (0.60%)(0.93%)(0.84%)(0.88%)(1.02%)(0.77%)(0.59%)(0.48%)(0.64%)(0.38%)(0.90%)(1.01%)(0.98%)(1.03%)(1.06%)(0.95%) LINE DATA TABLE SEGMENT L1 L2 L3 LENGTH 846.88' 21.93' 10.00' BEARING N89° 26' 05"E N70° 05' 37"E N89° 26' 18"E CURVE DATA TABLE SEGMENT C3 C4 LENGTH 20.25' 20.26' RADIUS 60.00' 60.00' DELTA 19°20'28" 19°20'41" PROPOSED TRUNCATED DOMES PROPOSED CONCRETE IMPROVEMENTS LEGEND MA T C H L I N E S T A 1 8 + 5 0 SE E S H E E T 8 RANDALL AVE CITRUS AVE CITRUS AVE REMOVE EX. AC PAVEMENT. CONSTRUCT 6.5" AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. INSTALL TURF AND MODIFY IRRIGATION TO MATCH EXISTING. R/ W PR O P . CR O W N CL R/ W R/ W CL CL CL 18+50 19+00 20+00 21+00 22+0019+50 21+5020+50 1170 1170 1170 1180 1180 1180 SCALE:HORIZ. 1"=20' VERT. 1"=4' MA T C H L I N E S T A 1 8 + 5 0 SE E S H E E T 8 22+50 EX. S'LY TC PROP. CROWN 7' CL OFFSET RT EX. N'LY TC PROP. N'LY TC EX. CROWN AT CL 23+00 16041 EX. STREET EL. AT 7' CL OFFSET RT 9298-9286 CITRUS ELEMENTARY SCHOOL 160501604016038 TE L - V E R I Z O N 8" W T R - F W C 19 ' S / O C L EL E C - S C E 17 3 / 8 " W T R - F W C 15 ' S / O C L 8" S S - CI T Y O F F O N T A N A EL E C - S C E 6" S S - CI T Y O F F O N T A N A TE L - C H A R T E R TE L - C H A R T E R TEL - AT&T 3" G A S - S C G 16 ' N / O C L 10" GAS - SCG 34' W/O CL 2" GAS - SCG CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT BACK OF DRIVEWAY. GRADE EX. TO MATCH NEW CONCRETE ELEVATIONS. GA S - S C G GA S - S C G GA S - S C G EX. N'LY FS 9 FEET 1:20 4020010 CONSTRUCTION NOTES ADJUST TO GRADE. ITEM AS NOTED ON PLAN. RELOCATE EXISTING. ITEM AS NOTED ON PLAN. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW 8" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1000. CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS. CONSTRUCT NEW RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, PARKWAY ADJACENT SIDEWALKS. CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001. SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECT PLANS. CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY. CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10) BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE. GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS. INSTALL TURF AND MODIFY IRRIGATION TO MATCH EXISTING. 2 3 5 6 9 10 11 12 16 18 22 24 25 26 27 28