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Home My WebLink About5501-1GENERAL 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 ENIGNEER 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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. OWNER/DEVELOPER ENGINEER: NORTH FONTANA INVESTMENT CO., LLC MADOLE AND ASSOCIATES, INC. 1156 N. MOUNTAIN AVE. CONSULTNG CML 13ME13`18 AND UPLAND, CA 91786-0670 LAND pLAMRS PHONE: 909.985.0971 2,904 L.F. GAS: 9302 PITTSBURGH AVE., SUITE 230 CONTACT STACEY SASSAMAN RANCHO CUCAMONGA, CA 91730 EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF PHONE: 909.481.6322 16231 VALLEY BLVD. CONTACT MARK BERTONE CITY OF FONTANA STREET IMPROVEMENT PLANS CASA GRANDE AVENUE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER NEITHER ASSUMES ANY LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.), PHONE NUMBER 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING. NO CONSTRUCTION PERMIT, ISSUED BY THE PUBLIC WORKS DEPARTMENT, SHALL BE VALID INVOLVING UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY THE U.S.A. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES. CONSTRUCTION NOTES CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL 1O COMPACTED TO 95% PER CITY STD. PLAN NO. 401. 2O CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6'). 4O CONSTRUCT 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. PLAN 403. O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000. O7 ADJUST WATER VALVE TO GRADE. 1�8 CONSTRUCT VARIABLE THICKNESS AC PAVEMENT 8" ± MIN. TO 2.2'± MAX Og CONSTRUCT MIN. 0.10' A.C. PAVEMENT OVERLAY (5' MIN. WIDE);FEATHER FOR SMOOTH JOIN. SAW -CUT MIN.V WIDE ALONG EXIST PAVEMENT EDGE. 10 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184042 (95 WATT ACTUAL) PER CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE. 11 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000. 12 CONSTRUCT 8" TO 6" CURB FACE P.C.C. CURB TRANSITION 13 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 14 CONSTRUCT 4"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 400, 15 CONSTRUCT MOD. LOCAL DEPRESSION CASE "B" PER CITY STD. PLAN NO. 3003. 16 RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE PLAN (BY OTHERS). 17 ADJUST EXISTING MWD MANHOLE TO GRADE UNDER MWD SUPERVISION. 36" MANHOLE FRAME & COVER WITH MWD LOGO TO BE INSTALLED PER MWD DETAIL (SHEET STP -288). 18 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. PLAN NO. 1002. 19 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. AND DETAIL ON THIS SHEET. QUANTITIES INDEX MAP SCALE:1 "=200' 6" WIDE NATI CONCRETE NATURAL CO PROVIDE 24" SQUARE SAW -CUT GRID PER DETAIL BELOW 9 ENHANCED HC RAMP DETAIL 0SCALE :1' - 20' M.W.D. CONSTRUCTION NOTES: TENT. TR. 19962 2 EA. 500 S.F. 2 EA. PAD NORTH R/W 0 0 N I I w Q U cn 32.88' j 18.88' 6' 8' 2:1 MAX f SLOPE -1II N =1 I I -iii -i2.0 p �, I -- I I I=1 11-11 -I-III-III j '� 11-1 11-1 11=1 11=1 I I i I -" �-I ' _ IIII�I, �CONC- . - SIDEWALK IIIITI�` NORTH R/W FUTURE SCHOOL SITE 4.16' I j 10' . EXIST.- GROUND LANDSCAPE - LETTERED LOT 6' .5' -1 I 2. 2.0 .1 AX SLOPE j 12' 5.5' I I i I I=,-, 11- CONC. ,j II SIDEWALK IL _7L_�rq cr J D NCAN CANYON RO a 0o a -rim - �� A ANDE AVENUE F 1. NOTIFY MR. JESSE FRANCO JR. OF M.W.D.'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE SOUTHERN CALIFORNIA 8353 SIERRA AVENUE (909)392-7184, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO 80,914 S.F. 7951 REDWOOD AVE. ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. 2,904 L.F. GAS: PHONE: 909.357.6221 SOUTHERN CALIFORNIA 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF 16,108 S.F. 16231 VALLEY BLVD. COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING FONTANA, CA 92335 855 W. BASELINE ROAD LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B 1,263 S.F. F.S. SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A CABLE: METROPOLITAN WATER DISTRICT SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. 4 EA. 1205 DUPONT AVENUE ONTARIO, CA. 91761 , PHONE: 909.390.4738 3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER 9 EA. AT&T THE PIPELINE MUST BE SUBMITTED FOR M.W.D.'S REVIEW AND APPROVAL AT LEAST 30 DAYS 11464 TELEGRAPH ROAD PRIOR TO CONSTRUCTION. 2 EA. PHONE: 714.666.5415 4. ALL M.W.D.'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION 460 S.F. WORK. WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 3,269 S.F. NCAN CANYON RO 5. THE FOLLOWING LOADING RESTRICTIONS APPLY: 8 EA. RIALTO PIPELINES * THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE 3 EA. w WITHIN 30 FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS A MINIMUM OF 110 L.F. 4 FEET AND NO GREATER THAN 10 FEET, ALL OF THE EQUIPMENT EXCEPT THE CAT z z SCRAPER MAY OPERATE OVER THE RIALTO PIPELINE. 1,150 S.F. * WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GREATER THAN 10 FEET, AND WHEN 1,232 S.F. THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE /= VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPERATE 1 EA. OVER THE RIALTO PIPELINE. 1 L.S. N * EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST NOT BE OPERATED WITHING 20 FEET OF THE EXISTING MANHOLES STRUCTURES. 2 EA. 500 S.F. 2 EA. PAD NORTH R/W 0 0 N I I w Q U cn 32.88' j 18.88' 6' 8' 2:1 MAX f SLOPE -1II N =1 I I -iii -i2.0 p �, I -- I I I=1 11-11 -I-III-III j '� 11-1 11-1 11=1 11=1 I I i I -" �-I ' _ IIII�I, �CONC- . - SIDEWALK IIIITI�` NORTH R/W FUTURE SCHOOL SITE 4.16' I j 10' . EXIST.- GROUND LANDSCAPE - LETTERED LOT 6' .5' -1 I 2. 2.0 .1 AX SLOPE j 12' 5.5' I I i I I=,-, 11- CONC. ,j II SIDEWALK IL _7L_�rq cr J D NCAN CANYON RO a 0o a -rim - �� A ANDE AVENUE F 112.88' CL 34' I VAR. Ifs 5' 2' MAX. VICINITY MAP NOT TO SCALE SOUTH R/W a j VARIES PL 34' 12' 10'-40' LANDSCAPE 5.5' 6' LETTERED LOT I .5' 0.1' MIN. OVERLAY AC PVMNT. EXIST. AC PVMNT. 2% j _ _LEVEL LINE I 2% I 2% �- ----- i- r -� ---r-- CONC. �HlI=III= L SAWCUT AND REMOVE SIDEWALK I PROP. CONC. 'I�--' EXIST. AC PAVEMENT CURB &GUTTER EXIST. CONC. CURB &GUTTER CASA GRANDE AVENUE TYPICAL SECTION T.I.=10 STA. 113+11.11 TO STA. 125+88.89 96.16' EXIST. MWD R/W 92' CL 34' 34' VAR. 2 5 MAX. � SOUTH R/W I VARIES PL 12' 10'-40' LANDSCAPE 5.5' 6' LETTERED LOT .5' 11' C-4 I I 0.1' MIN. OVERLAY AC PVMNT. I EXIST. AC PVMNT. �-- - 2% LEVEL LINE - 12% 2% 2% .''' SAWCUT AND REMOVE PROP. CONC. EXIST. AC PAVEMENT -CURB & GUTTER CASA GRANDE AVENUE TYPICAL SECTION T.I.=10 STA. 100+97.55 TO STA. 113+11.11 CITY OF FONTANA UTILITY NOTIFICATION LIST SEWER ELECTRIC - CITY OF FONTANA SOUTHERN CALIFORNIA 8353 SIERRA AVENUE EDISON COMPANY FONTANA, CA 92335 7951 REDWOOD AVE. PHONE: 909.350.6632 FONTANA, CA. 92336 GAS: PHONE: 909.357.6221 SOUTHERN CALIFORNIA WATER - GAS COMPANY WEST VALLEY WATER DISTRICT 16231 VALLEY BLVD. EDGE GRADE FONTANA, CA 92335 855 W. BASELINE ROAD PHONE: 909.428.8411 RIALTO, CA 92377 F.S. PHONE: 909.875.1361 CABLE: METROPOLITAN WATER DISTRICT TIME WARNER CABLE WATER SYSTEM OPERATION GROUP 1205 DUPONT AVENUE ONTARIO, CA. 91761 , PHONE: 909.390.4738 909.392.7184 OR CELL: 818.468.5188 TELEPHONE: PORTLAND CEMENT CONCRETE AT&T 11464 TELEGRAPH ROAD SANTA FE SPRINGS, CA 90670 PHONE: 714.666.5415 D NCAN CANYON RO w w , z z /= a 0 � N Q � w J � N � A ANDE AVENUE �� 112.88' CL 34' I VAR. Ifs 5' 2' MAX. VICINITY MAP NOT TO SCALE SOUTH R/W a j VARIES PL 34' 12' 10'-40' LANDSCAPE 5.5' 6' LETTERED LOT I .5' 0.1' MIN. OVERLAY AC PVMNT. EXIST. AC PVMNT. 2% j _ _LEVEL LINE I 2% I 2% �- ----- i- r -� ---r-- CONC. �HlI=III= L SAWCUT AND REMOVE SIDEWALK I PROP. CONC. 'I�--' EXIST. AC PAVEMENT CURB &GUTTER EXIST. CONC. CURB &GUTTER CASA GRANDE AVENUE TYPICAL SECTION T.I.=10 STA. 113+11.11 TO STA. 125+88.89 96.16' EXIST. MWD R/W 92' CL 34' 34' VAR. 2 5 MAX. � SOUTH R/W I VARIES PL 12' 10'-40' LANDSCAPE 5.5' 6' LETTERED LOT .5' 11' C-4 I I 0.1' MIN. OVERLAY AC PVMNT. I EXIST. AC PVMNT. �-- - 2% LEVEL LINE - 12% 2% 2% .''' SAWCUT AND REMOVE PROP. CONC. EXIST. AC PAVEMENT -CURB & GUTTER CASA GRANDE AVENUE TYPICAL SECTION T.I.=10 STA. 100+97.55 TO STA. 113+11.11 CITY OF FONTANA UTILITY NOTIFICATION LIST SEWER ELECTRIC - CITY OF FONTANA SOUTHERN CALIFORNIA 8353 SIERRA AVENUE EDISON COMPANY FONTANA, CA 92335 7951 REDWOOD AVE. PHONE: 909.350.6632 FONTANA, CA. 92336 GAS: PHONE: 909.357.6221 SOUTHERN CALIFORNIA WATER - GAS COMPANY WEST VALLEY WATER DISTRICT 16231 VALLEY BLVD. EDGE GRADE FONTANA, CA 92335 855 W. BASELINE ROAD PHONE: 909.428.8411 RIALTO, CA 92377 F.S. PHONE: 909.875.1361 CABLE: METROPOLITAN WATER DISTRICT TIME WARNER CABLE WATER SYSTEM OPERATION GROUP 1205 DUPONT AVENUE ONTARIO, CA. 91761 ATTN: JESSE FRANCO JR. PHONE: 909.390.4738 909.392.7184 OR CELL: 818.468.5188 TELEPHONE: PORTLAND CEMENT CONCRETE AT&T 11464 TELEGRAPH ROAD SANTA FE SPRINGS, CA 90670 PHONE: 714.666.5415 35 LEGEND CONC. I \ PAD SIDEWALK EXIST. CONC. CURB & GUTTER A.C. ASPHALTIC CONCRETE B.C. BEGIN CURVE B.V.C. BEG. VERTICAL CURVE B.W. BACK SIDEWALK C.B. CATCH BASIN C.L. CENTERLINE E.C. END CURVE E.P. EDGE PAVEMENT E.G. EDGE GRADE E.V.C. END VERTICAL CURVE F.L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT O.C. ON CURVE P.C.C. PORTLAND CEMENT CONCRETE SHEET INDEX (R) RIDGE LINE R/W RIGHT OF WAY TAN. TANGENT T.C. TOP OF CURB W WIDTH V VERTICAL DEPTH (590.69) INDICATES EXISTING ELEVATION 590.69 INDICATES PROPOSED ELEVATION [590.69] INDICATES FUTURE ELEVATION INDICATES SLOPE 2:1 O AC PAVEMENT REMOVAL ® GRIND EDGE OF PAVEMENT SHEET NO. DESCRIPTION 1 STREET IMPROVEMENT TITLE SHEET 2 - 4 CASA GRANDE AVENUE PLAN AND PROFILE