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HomeMy WebLinkAbout3743-10 s U) 0 V) LO N to i N LO v .o L 0 Eo 0 i� v, o CD Q) ,, s_Q tm C E Ld O L00 N .. pr) cy) �L0 /0 O } N N Lrj I-, Q� E -6 o Q) z� a� a 0 in 0 J STORM DRAIN IMPROVEMENT 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSP_E TCS 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. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. 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. 9. 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. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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 EXCA VA TION. 12. 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. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITH OUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. 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. CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS TRACT 16325314:1 SLOPE OR GREATER OR ADEQUATE SHORING Z 61 62 63 J 64 NOTES 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS 11 AGGREGATE BASE ALL TRENCHES LESS THAN 100' IN LENGTH NOTE. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. N f 8 9 10 11 12 13 14 15 16 I 17 18 19 2021 APWA 22 23 ��L25.26 -LOAD 8353 SIERRA AVENUE I N T P/L STREET STATION FONTANA, CA 92335 ATTENTION: BRIAN WREN PUE ALBUS-KEEFE and ASSOC., INC. TELEPHONE (909) 350-6632 PVC CONSTRUCT 30" RCP ( D ELEV GAS THE GAS COMPANY R/W 1500 S. AUTO CENTER 16231 VALLEY BOULEVARD S FONTANA, CA 92335 2-- :44 d ATTENTION: STEVE ROBLES ST. STA CATCH BASIN TELEPHONE (909) 428-8407 SD BEGINNING OF CURVE INDICATES PROPOSED CONDITION 10 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3. 2 EA STD TELEPHONE POINT OF REVERSE CURVATURE EC N0. 41579 m 16071 MOJAVE DRIVE, BLDG. B BC VI CTOR VI LLE, CA 92392 PRC 5O 126 ' 24�. BASIN 44- 43 42 41 40 ( 39 38 37 36 35 34 33 32 i 31 30 29 28 27 25 R4CT NORTH 00'30'24' WEST. BENCH MARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO. ( / f 8 9 10 11 12 13 14 15 16 I 17 18 19 2021 APWA 22 23 ��L25.26 -LOAD 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM 1N GRADE, COLOR AND. FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OT HE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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 STERI LAN T IS REQUIRED UNDER ALL NEW ASPHALT PA VEMEN T 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 SATISFACTIO OF THE CITY TRAFFIC ENGINEER. 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. INDEX MAP 1 if _,so GRAPHIC SCALE 150 0 75 150 300 1 " = 150' UTILITY PURVEYORS STORM DRAIN 90% COMPACTED NATIVE BACKFILL 3" MAX SIZE GRANULAR BEDDING FROM SELECTED TRENCH SIDE III= MATERIAL -I (1 MAX SIZE) q1, 11 III. 0.6'0' -' z m 6 MIN, 8" MAX. o GRANULAR BEDDING FROM SELECTED � m TRENCH MATERIAL FOR TRENCH DEPTH GREATER THAN 10'. USE 1/2 CRUSHED ROCK. TRENCH BEDDING DETAIL LEGEND WA TER WEST VALLEY WATER DISTRICT RCP 18" RCP ( D 855 W. BASELINE CIL OR C.L. PROFILE ). RIALTO, CA 92377 CFS PER APWA STD. PLAN 321-1. 1 ATTENTION: LON TSAI DIP TELEPHONE (909) 875-1804 APWA SEWER CITY OF FONTANA INV -LOAD 8353 SIERRA AVENUE I N T P/L STREET STATION FONTANA, CA 92335 ATTENTION: BRIAN WREN PUE ALBUS-KEEFE and ASSOC., INC. TELEPHONE (909) 350-6632 PVC CONSTRUCT 30" RCP ( D ELEV GAS THE GAS COMPANY R/W 1500 S. AUTO CENTER 16231 VALLEY BOULEVARD S FONTANA, CA 92335 STA d ATTENTION: STEVE ROBLES ST. STA CATCH BASIN TELEPHONE (909) 428-8407 SD BEGINNING OF CURVE INDICATES PROPOSED CONDITION 10 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3. 2 EA STD TELEPHONE POINT OF REVERSE CURVATURE EC N0. 41579 m 16071 MOJAVE DRIVE, BLDG. B BC VI CTOR VI LLE, CA 92392 PRC 5O ATTENTION: FRANK ANGUSTAIN P.E. BASIN TELEPHONE (760) 245-0330 M.H. 0� �('�jj�,� ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY BOT 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 800 W. CI ENEGA AVENUE GB BOTTOM SAN DIMAS, CA 91773 TC N. T. S. REINFORCED CONCRETE PIPE CENTERLINE CUBIC FEET PER SECOND DUCTILE IRON PIPE AMERICAN PUBLIC WORKS ASSOCIATION INVERT INTERSECTION PROPER Y LINE DUNCAN CANYON ROAD SITE LOCATION CHERRY AVENUE RCREEK SUMMIT DUNCAN CANYON AVENUE ROAD VICINITY MAP N. T. S. SHEET INDEX 1 TITLE SHEET/VICINITY MAP/INDEX MAP 2 LINE "C-5", LINE "C-6, LAT "C -5A" & LAT "C -5B" PLAN AND PROFILE 3-7 STANDARD PLAN DETAILS PRIVATE ENGINEER NOTE 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*HOLDDESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR _ IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U. S.A.) PHONE 7-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE _ DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PUBLIC UTILITY EASEMENT CONSTRUCTION NOTES POLY VINYL CHLORIDE ELEVATION RIGHT OF WAY O1 CONSTRUCT 18" RCP ( D -LOAD PER PROFILE ). SEWER LINE ' r``-" `.1­pL_. EXISTING 8O CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1. 1 EA STATION O CONSTRUCT 24" RCP ( D -LOAD PER PROFILE ). STREET STATION BEARINGS ARE BASED ON THE WESTERLY LINE OF Centex Homes ALBUS-KEEFE and ASSOC., INC. STORM DRAIN LINE O3 CONSTRUCT 30" RCP ( D -LOAD PER PROFILE ). STANDARD 1500 S. AUTO CENTER DRIVE 450.00 INDICATES EXISTING CONDITION 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, END OF CURVE OCONSTRUCT Corona, CA 92880 CATCH BASIN PER APWA STD. PLAN 300-2. BEGINNING OF CURVE INDICATES PROPOSED CONDITION 10 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3. 2 EA (W=14'-1 EA; W=21 '-1 EA; W=28' -2E4) POINT OF REVERSE CURVATURE Ph: (909) 279-4000 Ph: (714) 630-1626 ATTENTION: LEWIS MCDONALD PAD ELEVATION 5O CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1. MANHOLE TELEPHONE (909) 975-3343 1 1 REMOVE BULKHEAD AND JOIN PROPOSED STORM DRAIN. 2 EA 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY BOTTOM 6O CONSTRUCT LOCAL DEPRESSION CASE A PER APWA STD. PLAN 313-1. GRADE BREAK RECORDER OF SAN BERNARDINO COUNTY, BEING TOP OF CURB n CONSTRUCT LOCAL DEPRESSION CASE B PER APWA STD. PLAN 313-1 r -i r_1� r11i, r1 r r� ESTIMATE 81 L. F. 188 L. F. 19 L. F. 4 EA 2 EA 2 EA 2 EA BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER A 11LIV 11UIV: Jtr pum 1 TELEPHONE (909) 592-3737 ' '`%I • EXIST. ' r``-" `.1­pL_. EXISTING 8O CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1. 1 EA W WA TER LINE BEARINGS ARE BASED ON THE WESTERLY LINE OF Centex Homes ALBUS-KEEFE and ASSOC., INC. CABLE ADELPHIA COMMUNICATIONS WS WATER SURFACEO9 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2. 1 EA THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 2280 Wardlow Circle, Suite 150 1011 N. Armando Street 1500 S. AUTO CENTER DRIVE 450.00 INDICATES EXISTING CONDITION 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN Corona, CA 92880 Anaheim, CA 92806 ONTARIO, CA 91761 450.00 INDICATES PROPOSED CONDITION 10 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3. 2 EA AS SHOWN ON THE AMENDING MAP OF TRACT 13750, BERNARDINO. Ph: (909) 279-4000 Ph: (714) 630-1626 ATTENTION: LEWIS MCDONALD BLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Fax: (909) 273-2100 Fax: (714) 630-1916 TELEPHONE (909) 975-3343 1 1 REMOVE BULKHEAD AND JOIN PROPOSED STORM DRAIN. 2 EA 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00'30'24' WEST. BENCH MARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO. p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER QROFESSIONqAEI�CAk CITY OF FONTANA, CALIFORNIA e CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE2 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ; ~- N I N E E R.I [\I DRAWN BY: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER ' ARic M. TORREI'SO `� O.S. TRACT 16325 STORM DRAIN IMPROVEMENT PLANS SCALE: AS SHOWN ABOVE FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO "�� 66068 '} 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: FEET SOUTH OF THE CENTERLINE OF BEFORE �� DAYS BEF❑RE Exp, 06-30-06 T A.T. SHEET JUNE, 2005 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG Y❑u DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9TF cIv`\_ REPA D BY: ARIL TORREYSON R.C.E. No. 66068 P VED CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. pF CA��F EXPTE: 0 30 s . CHECKED BY: � . DRAWING NO.: 1 �� MWDSC 3 INCH BRASS DISK STAMPED "33A 1992. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT O � � � C.V.A /� ,� / 3743 7 CITY ENGINEER R.C.E. 51152 DATE: NAVD 88 - 1508.56 (FEET) / W&CORD PRA WING o¢��o�j0 g107110 DATE: 1•��1.