The URL can be used to link to this page

Home My WebLink About3068-1STREET IMPROVEMENT PLANS GENERAL 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 TECM41 CAL 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 S 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 BESET 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 TEES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TEES 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 1 HE CONTRACTOR SHALT PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TMIE& 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MULES 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. BASIS OF BEARING, BASIS OF BEARING BEING THE SOUTH LINE OF NE 1/4 SECTION 35, T1 S, R6W, SBBM SHOWN AS N 89'47' 11 " W ON TRACT N0, 15655-6, M.B. 264/47-49, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK BM #8-17 ELEV=1428.609 DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR TRACT 15863 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 D AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT 1S 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 SOULS 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. 5 2 0.16' - 2� 2 R.0.W LEVE t 5' 7' 20' 5 0.16' 2 ---R.O.W. 13 20' 7' 5' 1 12' 40' 12' 64' R.O.W. QQMMUNIa ENTRANT NTS TRAFFIC INDEX = 5.5 HOLIDAY DRIVE (STA. 1+00.00 - STA. 2+48.39) AT ENTRANCE R.O.W, 5 0.20' 2 27* R.O.W. RESIDENTIAL. .ST,RL NTS TRAFFIC INDEX = 5.5 * ANDREA STREET, CORY COURT, IRONRIDGE COURT CERRITOS STREET, GARDEN ROSE STREET, HOLIDAY DRIVE (STA. 3+88.03 - STA. 12+11.39) AND PLUMROSE STREET I/ IC7 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. R.O.A _COMMUNITY ENTRANCE NTS TRAFFIC INDEX = 5.5 EARP WAY (ENTRANCE TO TRACT) REVISION DESCRIPTION (ON S1 TE) EXISTING SCHOOL SITE ll�.s!!_�r.el�wrre.w��lel��rl�ee�l I --------------------"�---- 'RA T BOUNDARY---__F_.P I ------ rRAr,T 16865 I ' E_T_'_6_ ' SH LU I {' L_ - -- -- ;Z"FIt I �_ ! i ' , Y-- ILII iUj Lug M1 F i I t �� SH ET 4 i i- U 01 1 Z11 i I IQ ~ A AMI f i i i Cn .1 r oom_) i--}ou- ----i - --- - � i _ T -r -r Sr!Eff 7 — � � -�i—� I I h - ...,._. _ r..1 i I 1 i ► i I 4,FIAL i�.. J 7 4'� S N tp TFI CT 14. JS I I Qty I I I I i I it r ' ' I�. 9s------Y��a..�r.7---------.e.r--rail �L' •�—s--r_--aq-----a------e_-----L r_rM!O�w.►.,,! / I ' f '� amara ------------------r ML I------- r � i � � r��r'1�-rs�rs' Pte' frersr_"-a►'�'e�r'r-�..�'r'� a`��'�`�'""'��'i �- �"" �"� � R � I � MAP PHASING ` NTS QON-STRU9TION NOTES - STREET I ,M PROVEM ENT= SUMMIT AV VICTCIRIA ST 33. City of Fontana, utility notification list: City of Fontana Attn: Carlos Navarro 8353 Sierra Avenue Fontana, CA 92335 (909) 350-6632 So. Calif. Gas Company Attn: Dennis Freeman 1981 W. Lugonia Avenue Redlands, CA 92374 (909) 335-7547 Emergencies: (800) 427-2200 So. Calif. Edison Company 300 N. Pepper Avenue Rialto, CA 92376 (909) 820-5598 - Underground (909) 8755100 - Transmission (213) 637-1233 - Pipelines (909) 357-6223 - Distribution (800) 422-4133 PHASE I PHASE II UNIT Crawford Canyon Mutual Water Co. R.O.W. CONSTRUCT > 5460 3300 Q CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 -- - - - - - - - - (n 2 EA CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5' - - - - - - 22500 U Underground Service Alert w - SUMMIT A Y U Q U Q INSTALL 12" U-1 J 40 � w CURTIS A Q= w U Y Q w = 'OP SED ROUE 3o Fw 2 (� Attn: Steve Hock CONSTRUCT W EA HIGHLAND A. CUT NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32}----------__----.---.------ WALNUT AV - . CONSTRUCT 4.0" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED LS 33. City of Fontana, utility notification list: City of Fontana Attn: Carlos Navarro 8353 Sierra Avenue Fontana, CA 92335 (909) 350-6632 So. Calif. Gas Company Attn: Dennis Freeman 1981 W. Lugonia Avenue Redlands, CA 92374 (909) 335-7547 Emergencies: (800) 427-2200 So. Calif. Edison Company 300 N. Pepper Avenue Rialto, CA 92376 (909) 820-5598 - Underground (909) 8755100 - Transmission (213) 637-1233 - Pipelines (909) 357-6223 - Distribution (800) 422-4133 PHASE I PHASE II UNIT Crawford Canyon Mutual Water Co. R.O.W. CONSTRUCT SITE 5460 3300 BASELINE R CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 -- - - - - - - - - 8 2 EA CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5' - - - - - - 22500 13200 Underground Service Alert CONSTRUCT Y U Q MILLER AV Q INSTALL 12" WHITE LIMIT LINE---------------- - - - - ------- 40 � w > J Q= w U Y Q w = w a) 2 (� Attn: Steve Hock CONSTRUCT W EA FOOTHILL BL CUT NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32}----------__----.---.------ 325 - Q CONSTRUCT 4.0" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED LS J PROPOSED CONTOURS NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32)------------------.--_ 2220 1300 1, CONSTRUCT ARROW BL W=16-__-____...__------.--------_------�---_-------_-------- 61 VICINITY MAP 33. City of Fontana, utility notification list: City of Fontana Attn: Carlos Navarro 8353 Sierra Avenue Fontana, CA 92335 (909) 350-6632 So. Calif. Gas Company Attn: Dennis Freeman 1981 W. Lugonia Avenue Redlands, CA 92374 (909) 335-7547 Emergencies: (800) 427-2200 So. Calif. Edison Company 300 N. Pepper Avenue Rialto, CA 92376 (909) 820-5598 - Underground (909) 8755100 - Transmission (213) 637-1233 - Pipelines (909) 357-6223 - Distribution (800) 422-4133 PHASE I PHASE II UNIT Crawford Canyon Mutual Water Co. R.O.W. CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 -- -- - - 5460 3300 4 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 -- - - - - - - - - 8 2 EA CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5' - - - - - - 22500 13200 Underground Service Alert CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 - - - - - -- -- -- - - - 2400 600 10 INSTALL 12" WHITE LIMIT LINE---------------- - - - - ------- 40 _ Q INSTALL "STOP" PAVEMENT MARKING -----_-_-.-.__... ------ __._... 2 _ (909) 390-4738 INSTALL "STOP" SIGN AND POST ----------------_-- ----_- - 2 3 Attn: Steve Hock CONSTRUCT 4.5" A.C. PAVEMENT (MIN) OVER 12" OF 957 COMPACTED EA Ontario, CA 91766 CUT NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32}----------__----.---.------ 325 - Q CONSTRUCT 4.0" A.C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED LS 8440 Nuevo Avenue PROPOSED CONTOURS NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32)------------------.--_ 2220 1300 1, CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1029 W=16-__-____...__------.--------_------�---_-------_-------- 61 SQ CONSTRCUT CROSS GUTTER PER CITY STD. DWG NO. 105 (8' WIDE, MODIFIED) 770 - CONSTRUCT AC BERM (H=8" ; W=20') PER DETAIL ON SHEET 8 - - - - - - 50 - INSTALL TRAFFIC BARRICADE PER CITY STD. DWG NO 118 - - - - - - -- - - - 1 _ DATE I ENGR. I CITY I DATE NOTE* QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. "*" INDICATED THE PAVEMENT SECTION SHALL BE SUBMITTED TO SOIL ENGINEER'S APPROVAL. ALL PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS OF THE SUB -GRADE SOIL, AND EXPECTED TRAFFIC INDEX. CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXPECTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 STANDARDS IN EFFECT. Q w V) Q o F_ w Q F7) CL LEGEND: Attn: Bill VanderKieft, Jr. TOP OF CURB (619) 868-6040 FLOW LINE Pacific Bell Co. LF Attn: Virginia Becker FINISHED GRADE 3939 E. Coronado Street EA Anaheim, CA 92807 SF (714) 666-5467 SF Underground Service Alert TOP OF WALL 1800} 227-2600 LF H EA Comcast ( Cable TV } LENGTH Attn: Jack Hayes EA 1205 Dupont Ave. RIGHT-OF-WAY Ontario, CA 91761 TON (909) 390-4738 TON General Telephone Company PROPOSED ELEVATION Attn: Steve Hock TEMP'ORY BENCH MARK 1400 E. Phillips Blvd. EA Ontario, CA 91766 CUT (800) 422-4133 SF N LF Fontana Water Company PROPERTY LINE Attn: Michael J. McGraw LS 8440 Nuevo Avenue PROPOSED CONTOURS Fontana CA 92235 LIMIT OF OVEREXCAVATION (909) 822-2201 CUT/FILL DAYLIGHT LINE Fax: (909) 823-5046 Q w V) Q o F_ w Q F7) CL LEGEND: TC TOP OF CURB FL FLOW LINE FS FINISHED SURFACE FG FINISHED GRADE FF FINISHED FLOOR GF GARAGE FLOOR PAD PAD TW TOP OF WALL TF TOP OF FOOTING H HEIGHT L LENGTH It- PROPERTY LINE R/W RIGHT-OF-WAY RETAINING WALL (120) EXISTING ELEVATION 120 PROPOSED ELEVATION TBM TEMP'ORY BENCH MARK BM BENCH MARK O CUT F FILL N NATURAL --r..•® PROPERTY LINE EXISTING CONTOURS PROPOSED CONTOURS ----------- LIMIT OF OVEREXCAVATION CUT/FILL DAYLIGHT LINE NOTE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIG ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-26W TWO WORKING DAYS BEFORE YOU DIG. Prepared Under The Supervision Of : CITY CSF FONTANA, CALIFORNIA aQ�oUSs�,FOCUS ENGINEERING, INC, LIN 4' 25 MAUCHLY, SUITE 317 No. 41497 IRVINE, CA 92618 DRAWN BY-: STREET IMPROVEMENT PLAN (ON—SITE) SCS: * EXP. 12/31/03 * . 949 450-0590 FAX/� Q • 949) 450-0592 DESIGNED BY: TRACT N O. 1 58 63 DATE: 91N CIVi1. �� FONTANA STAR COMMUNITY OF CMA 1.�E� Date :48/0 -1 -CHECKED BY: c _APPR D BY CHARL 0.10-t RCE: 41497 /Zf®Z DWG NO.RC 1 CITY -ENGINEER R.C.E. 51152 DATE: ! 3068 8