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HomeMy WebLinkAbout3200-1N SCALE 1"=100' T. 16110 .t - .yvx RMPROVO CATCH BASIN WALL 18" 4• d• ORE 1" Z ARGER THAN PIPE -_ .D. AND EPDXY 'd da• �6" PVC SDR -35 ROUT AROUND PIPE. PLACE CONCRETE AROUND PIPE, 18" WIDE. INDEX MAP SECTION Z -Z SCALE 1"=100' NOT TO SCALE UTILITY NOTIFICATIONS C C.B. SAFETY RESPONSIBILITY 6" DRAINLINE, TYP. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND rPROPERTY, THAT THE REQUIREMENTS 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. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES LZ SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS CONNECTION RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CATCH ASIN THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. CONSTRUCTION NOTES AND NOT TO SCALE z o� W 0a w 5' GRIND & REh A.C. PAVEMEP 0.1' MINIMUM W/NEW A.C. LI -1 I I-1 I H I I-1 I I-11 I-1 I= I I @LAP JOINT DETAIL NOT TO SCALE 50 ESTI ANTED QUANTITIES 20 01 CONSTRUCT 4" A.C. OVER 12" COMPACTED (95%) NATIVE SOIL 18,310 SF 22 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY > Q OF FONTANA STANDARD DETAIL 1003). CONSTRUCT STANDARD CROSS GUTTER AND SPADRELL PER CITY 810 LF OF FONTANA STANDARD DETAIL 104. MODIFIED TO 10' WIDE 780 SF CD4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND 2% TC LOCATION PER PLA & PER CITY STD. 1015. 5,400 SF V CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA -------------- _ STANDARD 1006. 4 EA 06 INSTALL STREET LIGHT PER STREET UGHT PLAN 6 EA 07 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 102 W=16'. TO BE FIELD LOCATED 2,310 SF �J CONSTRUCT 24" RCP 2000-D 16 LF 10 CONSTRUCT CATCH BASIN PER CITY STD DETAIL 121 1 EA t1 CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN 331-2 1 EA 12 SAWCUT AND REMOVE EXIST. AC AND CURB & GUTTER BETWEEN BCR & ECR AS TWO WORKING DAYS BEFORE EXCAVATION. NEEDED TO CONSTRUCT NEW IMPROVEMENTS. SEE LAP JOINT DETAIL HEREON._ CURB AND GUTTER 220 LF PAVEMENT 440 SF 13 CONSTRUCT 6" DRAIN LINE SDR -35. 123 LF (14) CONSTRUCT CATCH BASIN CONNECTION PER DETAIL SHEET 1 3 EA z o� W 0a w 5' GRIND & REh A.C. PAVEMEP 0.1' MINIMUM W/NEW A.C. LI -1 I I-1 I H I I-1 I I-11 I-1 I= I I @LAP JOINT DETAIL NOT TO SCALE 50 Lj w 20 W Q Q w� `L I M 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT > Q W Q ALL TIMES. A 2% TC 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN _ -------------- _ _____ W DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. m N < JURUPA AVE. VILLAGE DR 0 �- I STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND z<, Li MOVEMENT. EXIST. CURB & PAVEMENT TYPICAL SECTION -VILLAGE DRIVE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHTY OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 10. PER TR. 16110 NO SCALE THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE PROPOSED PER TR. 16110 J RESPONSIBIUTY 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. * MIN 4' CLEARANCE REQUIRED RIVERSIDE Lj 20 Q D w� `L I M 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT W 2% U FS AT CL 0.01' ABOVE 7 7' 4.5' 18 2l 1 ' 18' `' 2q FS AT CL 0.03' % I I M VICINITY MAP _ LBELOW TC 0 �---- NO SCALE % '® �® i5'� 21 ;PUE 2GENERAL CONSTRUCTION NOTES © F'i UE; TYPICAL SECTION -CARAWAY COURT (WEST OF VILLAGE) 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 NO SCALE STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. T.I.=5.5 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 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 R W W PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 64' S. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 12' 2 ► I L (-�-- CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC 45*1 45 1* 1' � ENGINEER. 245 N. MOUNTAIN AVENUE 36. AS -BUILT DRAWINGS SHALL PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORL3; WHO SHALL PROVIDE RECORD 221 S GLASSELL ST ORANGE, CA 92866 909 357-6223 NO. OF MERRILL) POMONA, CA 91766 DRAWINGS TO THE CITY ENGINEER. / (714) 744-9700 FAX (714) .744-9312 800 422-4133 (213) 357-2257 OR (800)422-4133 BENCHMARK: 918.40REV.REVISION DESCRIPTION DATE ENGR. CITY DATE !� O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SPIKE ON POWER POLE #674320E AT� JENS THIELMANN QRpFESS/pN INTERSECTION JURUPA AVE AND MULBERRY COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o ZH►E1 l AVE SOUTHRIDGE VILLAGE w� �5 �lq Fy R.C.E. No. 25742 o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� `-' EXP. DATE 12/31 /05 DRAWN BY: STREET IMPROVENT PLANS SCALE THE BASIS OF BEARINGS IS BASED UPON DIAL c� No. 25742 31- m S.Z. TRACT �� As SHOWN TWO WORKING u� ni THE CENTERLINE OF LIVE OAK AVENUE PER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO d gyp• 12-3i-05 �, DESIGNED BY: TRACT NO. 15117, RECORDED IN BOOK 275, BEFORE DAYS BEFORE �t DATE: YOU DIG YOU DIG CIVIL �4 E- JTT TITLE SHEET 8/26/02 PAGES 66 THROUGH 90, OF MAPS, RECORDS BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qTF� �L,Eo�� #,��� .;�1L Date �'�Zl'U2- CHECKED BY• APPROVED BY: - OF SAN BERNARDINO COUNTY RECORDER, TOLL FREE 1-800-227-2600 : DRAWING NO.: 1 BEING N 2448'32" E. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �.� I 1Z.Eco1�D DRPtW��1Co 3-11-n � �,� STANDARDS IN EFFECT. 3200 CI ENGINEER R.C.E. 51152 DATE: 2 20 20 ' w� `L I M 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT 2% FS AT CL 0.01' ABOVE ALL TIMES. A 2% TC 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. ------------------- ' O -~---'M ® j 2 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 I STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. EXIST. CURB & PAVEMENT TYPICAL SECTION -VILLAGE DRIVE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHTY OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 10. PER TR. 16110 NO SCALE THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE PROPOSED PER TR. 16110 RESPONSIBIUTY 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. * MIN 4' CLEARANCE REQUIRED 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, AROUND ANY OBSTRUCTIONS TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM INCLUDING TREE WELLS, POWER DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK POLES, FIRE HYDRANTS AND AROUND THEIR FACILITIES. MAILBOXES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE 7- ti z �. APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 221 S. G n -m7 � CAI%13. CURVE DATA REFERS TO THE FACE OF CURB. (7.14) 744-97 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. R W16. W THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 617. 12��1 �-�-- 12' REMOVAL AND REPLACEMENT OF TING SURVEY CONTROL, INCLUDINGMONUMENT TIES AND BENCHMARKS, L SHALL BE DONE BY A REGISTERED CIVIL ENGINEER R UCENSED SURVEYOR. MONUMENTS SURVEY MONUMENTS THAT WILL BE DESTROYED AS 4.5''I` 20' 4.5�* RESULT OF THIS TRUCTION THE NFORCTOR SHALL PRIOR TO �BE HOFENGINEER ONE i 20' I 2� TIES IES TO MONUMENTS CANBE ESTABUSH DCED. LATER REPLACE ENTTIFY CONSTRUCTION SO THATA THE MONUMENT.EEK FS AT CL 0.01' ABOVE TC 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM I UM 12 FOOT LAE 1 SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 2 .- ----- ----- -- 2%----------- 1� • ---------- -----2 •._ --------- M CONTRACTORS L PROVIDE ADEQUATEWATERING, 19. THE HAL PR E AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING A AT ALL .. �- _. - � TIMES. II 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 PUBUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. TYPICAL SECTION -CARAWAY COURT (EAST OF VILLAGE) 22. N0 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 NO SCALE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY HAS BEEN OBTAINED. T.L=5.5r 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON MIN 4' CLEARANCE REQUIRED INSPECTION of THE SITE, THE CITY ENGINEER MAT REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING AROUND ANY OBSTRUCTIONS IMPROVEMENTS. LISTING INCLUDING TREE WELLS, POWER 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND POLES, FIRE HYDRANTS AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. OVERLAY MAILBOXES. COAT. UTILITY AGENCIES 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP A "S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. CITY OF FONTANA SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 8353 SIERRA AVE 825 E. THIRD STREET 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. FONTANA CA 92335 SAN BERNARDINO, CA 92408 TELEPHONE (909) 350-7610 (909) 383-1665 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES PACIFIC TELEPHONE AND TELEGRAPH COMPANY 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS 16231 VALLEY BLVD. 3073 ADAMS STREET DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. FONTANA, CA 92335 TELEPHONE (889-9711) OR '(800) 422-4133 RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 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. SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT FONTANA WATER COMPANY 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING BREA, CA 92621 8440 NUEVO AVENUE CONTRACTOR. TELEPHONE (909) 529-2889 OR (800) 422-4133 P.O. BOX FONTANA, CA 92334 CA 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC (909) 822-2201 CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE 35. CONTRACTOR SHALL RELOCATE AND/ OR REPLACE LANDSCAPING, SPRINKLERS AND , SIDEWALKS AFFECTED BY THE CONSTRUCTION FONTANA, CA 92336 TO THE SATISFACTION OF THE CITY ENGINEER. 909 357-6231 SO OF MERRILL GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE 36. AS -BUILT DRAWINGS SHALL PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORL3; WHO SHALL PROVIDE RECORD 221 S GLASSELL ST ORANGE, CA 92866 909 357-6223 NO. OF MERRILL) POMONA, CA 91766 DRAWINGS TO THE CITY ENGINEER. / (714) 744-9700 FAX (714) .744-9312 800 422-4133 (213) 357-2257 OR (800)422-4133 BENCHMARK: 918.40REV.REVISION DESCRIPTION DATE ENGR. CITY DATE !� O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SPIKE ON POWER POLE #674320E AT� JENS THIELMANN QRpFESS/pN INTERSECTION JURUPA AVE AND MULBERRY COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o ZH►E1 l AVE SOUTHRIDGE VILLAGE w� �5 �lq Fy R.C.E. No. 25742 o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� `-' EXP. DATE 12/31 /05 DRAWN BY: STREET IMPROVENT PLANS SCALE THE BASIS OF BEARINGS IS BASED UPON DIAL c� No. 25742 31- m S.Z. TRACT �� As SHOWN TWO WORKING u� ni THE CENTERLINE OF LIVE OAK AVENUE PER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO d gyp• 12-3i-05 �, DESIGNED BY: TRACT NO. 15117, RECORDED IN BOOK 275, BEFORE DAYS BEFORE �t DATE: YOU DIG YOU DIG CIVIL �4 E- JTT TITLE SHEET 8/26/02 PAGES 66 THROUGH 90, OF MAPS, RECORDS BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qTF� �L,Eo�� #,��� .;�1L Date �'�Zl'U2- CHECKED BY• APPROVED BY: - OF SAN BERNARDINO COUNTY RECORDER, TOLL FREE 1-800-227-2600 : DRAWING NO.: 1 BEING N 2448'32" E. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �.� I 1Z.Eco1�D DRPtW��1Co 3-11-n � �,� STANDARDS IN EFFECT. 3200 CI ENGINEER R.C.E. 51152 DATE: 2