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Home My WebLink About3872-1CITY OF FONTANA GENERAL NOTES FOR STREET -IMPROVEMENT PLANS STREET & ST. ORM DRAIN r MPRO V.E ME NT PLANS 1 • LL 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. S FOR TRACT 14244 NO. 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 CITY OF F 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 TRAF,- i' 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 'I vvv WORKING DAYS NOTICE PRIOR TO WORK AROUND T9EIR 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. 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 DISTURG EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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 SURVE"OR. 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 rr-C,: T LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENICY VEHICLES. 19• THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. i� -M- 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. LEGEND SCALE 1 "=100' 21: THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATEPROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR 2 WRITTEN APPROVAL. SHEET NO< CONSTRUCTION NOTES & QUANTITIES 22. NO TRENCH BACKFILL_ SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. LOT NO 44 NOTE DESCRIPTION QUANTITY 23• A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE LOT LINE NO. REQUIRED DENSITY SHALL REQU;;:L•--WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED CONSTRUCT 6" CON -CRETE CURB AND GUTTER PER CITY OF 4,400 L.F. DENSITY IS OBTAINED. TRACT O CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, - -- FONTANA STD. PLAN N0. 1003 AND SWALES FROM UNDERMINING STREET BOUNDARY 24. _ IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY R�W O CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. No. 1015, WIDTH AND LOCATION PER PLAN 18,100 S.F. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF 3 CONSTRUCT 4" AC (MIN) OVER 12" (Min). OF 95% -COMPACTED NATIVE CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. �D®F:LAWI O 78,400 S.F. NG. MATERIAL .. 26. ALL EXPOSED CONCRETE SURFACES _SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING �.HE 8EEI4MIRMED,l 1 CONCRETE. PANT, ON THE SMS OF R*MM rTiM COMPtLF.0 AMO CONSTRUCT CURB RAMP PER ' CITY OF FONTANA. - , 2 E. A. � STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE ,SEW RFUL�RJISH� �YtiiTTl�l9�.�#E EhIGIaEEq WILL NOT BE- ,F STD. PLAN No. 1006 ; _7. THE SEWER CONTRACTOR SHALL AE 0jq OMMOM wo" LATERAL. HAVE 130N.IMMIPORM0 WO TK L . AS 5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA." STD. No. 104 1 EA. AIF128ULT O MODIFIED TO 8.0 FT WIDE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTE '. 6 80'60T EXIST. PAVEMENT 1.0' FROM E.P. 80 L.F. AND APPROVED. =' •` 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. '`'� -CONSTRUCT 0.1 FT (MIN) AC OVERLAY TRANSITION PAVEMENT �_DETAIL "A" ON SHEET.. 6_ k400 S.F. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. - t G _.ONSTRUCT CURB OPENING CATCH BASIN T AND SUBJECT TO REVISION AND APPROVAL OF THE `11; 3'E A.P:W.A. STD PLAN N0. 300-2, DETAIL ON SHEET 3 WIDTH PER PLAN 2 E. A. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM A R C ) GRADING. CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH '� �• �._.-.: - _CSNSTRUCT LOCAL DEPRESSION CASE "A" 2 E. A. 3'_'. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS.-. -K� ..ER A P.W.A. STD. PLAN N0:` 313-1, DETAIL: ON SHEET .2 _IY f - . - 1_3 LL BE �D-BYGEOTEC-HNIC-AL-REP-ORT-AND-SUBMIT-TED T�T_FJF Cly OF FONTANA FOR _ CONSTRUCT MANKOLE ' PIPES T0- `PIPE (ONE OR . APPROVAL UPON COMPLETION OF ROUGH GRADING. :yBOTH.:`'MAIN LINE ID'S 33" OR SMALLER) 1 E. A. 33. NOUT FRAMES COVERS HND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE _ : PER A.P.W.A. STD. PLAN NO. 321-1, DETAIL ON SHEET 3 ALL MANHOLES CLEA PAVING CONTRACTOR UPON COMPLETION OF PAVING. itvl5-top NO. 2 = alD- SUPPLY AND INSTALL 18" RCP 16 L.F. ALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AN� LJAb AS SHOWN ON PROFILE 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SH D �j 15 SUPPLY AND INSTALL 24" RCP 26 L.F. OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CIN TRAFFIC ENGINEER. - Z 11N AT'SU RU C D -LOAD AS SHOWN ON. PROFILE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY MADOLS At4D ASSOOIATI�5-► 046. P IT'r5 I-1 ptiV� , sr� 2 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. ONTANAI CALIFORNIA ...-- -• •--•. ••--. ...... -- NOTES AND DETAILS ...-- • -• - -• -- --- -• - -- - 2 & 3 STREET IMPROVEMENT PLANS 2 4 PECAN AVENUE STA 14+64.73 TO STA 15+42.90 SPARTAN LANE STA 1+82.12 TO STA 7+42.94 lin BRIARCLIFF AVENUE STA 7+42.94 TO STA 7+97.94 2.0 STREET IMPROVEMENT PLANS 2� 5 BRIARCLIFF AVENUE STA 7+97.94 TO STA 16+29.37 STREET IMPROVEMENT PLANS SIDEWALK 6 WILLOW AVENUE STA 30+54.08 TO STA. 37+62.90 7 STORM DRAIN LATERALS. 1 AND 2 0 cu AC PUE RAW N-1 50' GUTTER 25' 25' 5' 7' 18' 18' 2.5' 4.5' 8' 10' 10, 8' THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. -302 vw� 'r �� 16 1 E. A. KAf4CR0 OUCAMO0C��,' C, -q t7�39 STD. PLAN N0. 380-2, DETAIL ON SHEET 2 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, P14006-- (10q)48(� b�l�.Z.;�` ::: ' I' CONSTF-UCT UniDR- ESIDEW�ALI4 PRAIN• PE•R cls EA - WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ZAO _STD • Soo l SIZE 2 REV. REVISION DESCRIPTION ' ' DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET D o0 DIAL TWO WORKING BEFORE DAYS YOUBEFORE YOU DIG TOLL F-PrE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND COt�D I�AWIkCa � kPq �' ra•►f a � 1� � t,�1a�PE Ai�4 �� STANDARDS IN EFFECT. .A•Dr uN F/2 SI WALKYM2 TYPICAL STREET SECTION (6" CF) N.TS. (TI=5.5) PECAN AVENUE FROM` STA. 14+64.73 TO STA. 14+78.33 SPARTAN LANE FROM STA. 3+43.04 TO STA. 6+01.55 BRIARCLIFF AVENUE FROM STA. 7+97.94 TO STA. 15+80.20 WILLOW AVE. FROM STA. 30+54.08 TO STA. 36+66.07 O QRQFESSION� ��• � R • COQ l �� o ` m No.024725 m * Exp.12-31-05 PLAN PREPARED BY: RAW PUE 7' I 5' 4.5' 1 2.5'. 2J OM1-11CT1AI Q cn fr m a- U JJURUPA I I AVE -1 L PROJECT SITE VICINITY MAP N.T.S. THOMAS BROTHERS MAP REFERENCE SAN BERNARDINO AND RIVERSIDE COUNTY 2003 EDITION PAGE 644, F-4 UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA ANECdUE '•; `�� FONTANA, CALIFORNIA 92335 TELEPHONE (909) 350-7610. THE GAS COMPANY -DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CALIFORNIA 92335 TELEPHONE (889)-9711 OR (800) 422-4133 THE GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 (909) 357-6231 (S0. OF MERRILL) (909) 357-6223 (N0. OF MERRILL) (800) 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW ANENUE PLMONA, CALIFORNIA 91766 TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO. CALIFORNIA 92408 TELEPHONE (909) 383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 1 c0i� LEVEL LIN E CD 2 :E: 3 .. FONTANA WATER COMPANY 0.23' lin 8440 NUEVO AVENUE 0.03' 0.23' 2.0 ► LO-- 2� 27 TELEPHONE (909) 82.2-2201 SIDEWALK 0 cu AC PAVEMENT N-1 6" CURB & GUTTER 12" NATIVE SOIL TC = + 0.03' (95% _,COMPACTION) FL=�-0.47'} TOWNSHIP 1 SOUTH, RANGE 6 WEST, AS SHOWN ON THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. -302 vw� 'r �� 16 1 E. A. KAf4CR0 OUCAMO0C��,' C, -q t7�39 STD. PLAN N0. 380-2, DETAIL ON SHEET 2 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, P14006-- (10q)48(� b�l�.Z.;�` ::: ' I' CONSTF-UCT UniDR- ESIDEW�ALI4 PRAIN• PE•R cls EA - WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ZAO _STD • Soo l SIZE 2 REV. REVISION DESCRIPTION ' ' DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET D o0 DIAL TWO WORKING BEFORE DAYS YOUBEFORE YOU DIG TOLL F-PrE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND COt�D I�AWIkCa � kPq �' ra•►f a � 1� � t,�1a�PE Ai�4 �� STANDARDS IN EFFECT. .A•Dr uN F/2 SI WALKYM2 TYPICAL STREET SECTION (6" CF) N.TS. (TI=5.5) PECAN AVENUE FROM` STA. 14+64.73 TO STA. 14+78.33 SPARTAN LANE FROM STA. 3+43.04 TO STA. 6+01.55 BRIARCLIFF AVENUE FROM STA. 7+97.94 TO STA. 15+80.20 WILLOW AVE. FROM STA. 30+54.08 TO STA. 36+66.07 O QRQFESSION� ��• � R • COQ l �� o ` m No.024725 m * Exp.12-31-05 PLAN PREPARED BY: RAW PUE 7' I 5' 4.5' 1 2.5'. 2J OM1-11CT1AI Q cn fr m a- U JJURUPA I I AVE -1 L PROJECT SITE VICINITY MAP N.T.S. THOMAS BROTHERS MAP REFERENCE SAN BERNARDINO AND RIVERSIDE COUNTY 2003 EDITION PAGE 644, F-4 UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA ANECdUE '•; `�� FONTANA, CALIFORNIA 92335 TELEPHONE (909) 350-7610. THE GAS COMPANY -DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CALIFORNIA 92335 TELEPHONE (889)-9711 OR (800) 422-4133 THE GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 (909) 357-6231 (S0. OF MERRILL) (909) 357-6223 (N0. OF MERRILL) (800) 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW ANENUE PLMONA, CALIFORNIA 91766 TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO. CALIFORNIA 92408 TELEPHONE (909) 383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY c0i� 3073 ADAMS STREET n - RIVERSIDE, CALIFORNIA 92504 :E: TELEPHONE (714) 359-2585 OR (800) 422-4133 Q FONTANA WATER COMPANY lin 8440 NUEVO AVENUE co P.O. BOX 987 LO-- FONTANA, CALIFORNIA 92334 TELEPHONE (909) 82.2-2201 0 0 cu BASIS OF BEARING N-1 m THE BEARING OF N 89034'47" W FOR THE SOIL rH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 36 TOWNSHIP 1 SOUTH, RANGE 6 WEST, AS SHOWN ON 0) :-3- THE THE TRACT 13613 IN BOOK 204 PAGES 19-22 O�- THE 75 OFFICIAL RECORDS OF SAN BERNARDINO COUNTY. 0 L-- APPLICANTMEVELOPER `ID o M 0-1 FIESTA DEVELOPMENTo 470 E. HARKISON STREET CI CORONA, CA 92879 0o co 6" CURB &GUTTERO��ER c TC = CE 0.03 - FL 0.47'"Ri TEN. -NINETY, A CALIFORNIA - .)_ZtVI S/0,�1 NO. zi� ,BY= LIQ � TED PARTNERSHIP ZC�•,� 470 E. HARRISON STREET �t? ' No 36637 z � Q RONA, CA 92879 n ILIq jp WE&IDELL L . SU,e� 1. w _A.0-6. 36637 0 CITY OF FONTANA; CALIFORNIA CD 0 VAN DELL AND ASSOCIATES. NC. aol CIVIL ENGINEERS STREET IMPROVEMENT PLAN co SURVEYORS LAND PLANNERS DRAWN BY: AMN TRACT 14244 SCALE: Noted -N 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400DESIGNED BY: EMR TITLE SHEET DATE: o UNDER TM SUPERVi " OF: i 05-27-2005 --' 0 CHECKED BY: DRG APVED BY: --/ l r _ DRAWING NO.: Z Ci r��,L /- _ DATE: l'�� D - DONALD R. GORDON R.C.E. 24725 v DATE qlCARDO SANDOVAL - CITY ENGINEER R.C.E. 51152' 3872 7 x x