Loading...
HomeMy WebLinkAbout3471-1STREET AND STORM DRAIN IMPROVEMENTS 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 TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. 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 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 CLOSURE 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 /N 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 UNDER GROUND 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. r<< SEE SNEE BN�R-- 5 f RpG�" 7 6 >000'\ 8 N. " = 3 I 26 27 25 SN \ 23 13 19 1- ;., 14 �; 22 -., 15 \ • 3 ; \ gyp- U RT 4 18 1 5 -p. o \ DRY �o \• \ � AG Tl � . � t LEGEND -F[Un 21 \ -�12\ \ a3 \ Z 13 \ -< 14 \ d 15 ; `f 16 ` \ 19 Vit. 4 i <; f8 t WA Y PA Z Ix FUTURE C15829 P M No. '-- INDEX MA P SCALE. • 1 " = 100' A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE B.C. BEGIN CURVE (R) RIDGE LINE B. V. C. BEG. VERTICAL CURVE R/W 2,74 7 B.W. BACK SIDEWALK 1, 572 RIGHT OF WAY C.B. CATCH BASIN TAN. TANGENT C.L. CENTERLINE T.C. TOP OF CURB E. C. END CURVE W WIDTH E.P. EDGE PAVEMENT V VERTICAL DEPTH E.G. EDGE GUTTER (590.77) INDICATES EXISTING ELEVATION E.V.C. END VERTICAL CURVE EA ® INSTALL STREET NAME SIGN PER CITY STD. NO. 139. F. L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION F. S. FINISH SURFACE y :y"-""' INDICATES SLOPE > 4 : 1 G.B. GRADE BREAK 1� SAWCUT & REMOVE CURB, GUTTER AND AC PAVEMENT. H.P. HIGH POINT 13 CONSTRUCT 5 1/4" A.C. PAVEMENT (MIN,) OVER 12" OF 959 RELATIVE AC PAVEMENT INV. INVERT ® REMOVAL O.C. ON CURVE EA CASE B, W=14' PER DETAIL ON SHT. 4. P.I. POINT OF INTERSECTION ® GRIND V.C. VERTICAL CURVE R/W 1 P. U.E.; 2� CONC. SIDEWAL CONC. CURE & GUTTER R/W -5, 1 _ 7' 7:1 "I'll y ONC. SIDEWALK CONC. CURE & GUTTER EAST LAKE WAY NOT TO CALE T.1. .5 54' 20' CL_ 20' I -0.01' LEVEL LINE I AC PAVEMENT 1 1 54' R/W TYPICAL SECTION BROADMOOR WAY & BETH PAGE DRIVE FROM 12+29 TO 16+49 NOT TO SCALE T.1.=5.5 50' 18CL 18' 1 +0.03' LEVEL LINEI AC PAVEMENT 1 50' I R/W T YPICA L SEC TION BETH PAGE DRIVE FROM 11 + 12 TO 12+29 & SPY GLASS COURT NOT TO SCALE T.1.=5.5 R/W 7' 5' P. U. E. 6' I _ 1' 27. SIDEWALK CONC. CURB & GUTTER R/W ONC. CURB & GUTTER R/W 7'_ 1 5' SIDEWALK CONC. CURB & GUTTER N'LY S'LY R/W 106' R/W 16' 40' CL 40' 10' 6' 5115, 30' 10 10' 30' 5' 5, PROP. PER/METER WALL I I I ! 1 1~1 J. 1 29 -_ 210.' ? MAX 7 CONST. CONC. CURB SIDEWALK CONC. CURB & GUTT S DEWACONC. & GUTTER SIERRA LAKES PARKWAY PER DRAWING NO. 2807 NTS E'LY W'LY R/W 79' R/W 5' 10' 5' 22' CL 22• 5, 5, PRIVATE ENGINEER'S NOTICE TO CONTRA C TORS EXIST. PERIMETER WALL i 1 ' PROP. PERIMETER WALL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL i STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO -� CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 'QRdFES$J©" 0% 27. 27. 2 �j SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, • / cc0 I I. 29 MAX 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT p 7" GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE J. MAX PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- �u 36637 c o EXIST. CONC STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SIDEWALK CONST. CONC. THE CITY TRAFFIC ENGINEER. SHOWN ON THESE DRAWINGS. CONC.CURB CONC. CURB SIDEWALK &GUTTER & GUTTER 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT AUGUSTA DR/VE 36. AS -BUILT DRAWINGS SHALL BE PROIIDED BY THE CONTRACTOR TO THE ENGINEER OF THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; -- RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER PER DRAWING NO. 2684 ^` T j p. -i i;: �\ ',: e 37. STATIONING ON THE STORM DRAIN PLAN REFERS TO THE CENTERLINE OF STORM DRAIN AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,= �.� ;, �,, 1 NTS EXCEPT WHERE OTHERWISE NOTED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING •SHED FY O?, ,,. r_y ;, RESPOrJSIELE Fon ANY M Nor'r�°r ." 1 # ; FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE �:� WXN MARK: # 615 HAVE EifEN INCORPORATED INTO TH QIw9i� i�+ �`�� RNLRGAD SPIKE AT WERSECT1ON OF 38. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL ENGINEER. I OF THE CITY ENGINEER. A RESULT THEREOF. 13TH' S CIIRIIS AVEC" ANO LOS CE WW CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT _ ; AW9VW NV POWN POLE MQ 9011E 39. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. THE EAST SSE A AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF ETEVA10t # 1467.59 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF REV REV" DESlW7 1N DATE EIM CITY DATE ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 40. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED QRS IMPROVEMENTS, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL c�S s Fti THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. ® �� mac^ 41. MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. SHOWN HEREON AND CABBIE® FORTH IN A DILIGENT MANNER, DIAL TWO WORK I NG REVI I N T THE PLANS TO ¢ ENPI 9-308 05 N THE CITY ENGINEER MAY REQUIRE SOS O 41. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN ]BEFORE DAYS BEFORE s P PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS YOU DIG Ynu DIG ERING THENA INTO CONFORuANCE WITH CONDITIONS ANDTI3LL FREE 1-800-227- 600 FoFcA A PUBLIC SERVICE BY UNDERGRMW SERVICE 2ALERT STANDARDS IN EFFECT. Aw I21�=01� . �'(�FMP N `f�-112 D W�-1 � • Z �o i�illlllllll�� i VICINITY MAP NOT TO SCALE VDW�E CONSTRUCTION NOTES QUANTITIES O1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 RELATIVE COMPACTED 56,003 SF NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 6" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. 2,74 7 SF O3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 1, 572 SF MODIFIED TO 8' WIDE. ® CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 2,09J SF MODIFIED TO 10' WIDE. O5 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 8 EA O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 11,482 SF O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102/ 4,608 SF W = 16' UNLESS NOTED ON PLAN. ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17) 9 EA ® INSTALL STREET NAME SIGN PER CITY STD. NO. 139. 5 EA 10 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND PER CITY STD. PLAN NO. 139. 3 EA 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY 6 EA STD. NOS 109 & 130. 1� SAWCUT & REMOVE CURB, GUTTER AND AC PAVEMENT. 230 LF 13 CONSTRUCT 5 1/4" A.C. PAVEMENT (MIN,) OVER 12" OF 959 RELATIVE COMPACTED 210 SF NATIVE MATERIAL. 14 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. DWG. 313-1 1 EA CASE B, W=14' PER DETAIL ON SHT. 4. STORM DRAIN CONSTRUCTION NOTES @0 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2 1 EA DETAIL ON SHT. 4 Ql CONSTRUCT 24" RCP , D -LOAD PER PLAN. 71 LF CONSTRUCT PIPE TRENCH, AS REQUIRED, PER CITY OF FONTANA LS STD. DETAIL 131. © CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 1 EA PER DETAIL ON SHT. 4; W. V, & H PER PLAN. POTHOLE EXISTING UNDERGROUND FACILITY. LS CITY OF FONTANA UTILITY NOTIFICA TION LIST CITY OF FONTANA PACIFIC BELL CO. GENERAL TELEPHONE COMPANY ATTN. CARLOS NAVARRO ATTN VIRGINIA BECKER ATTN: STEVE HOCK 8353 SIERRA AVENUE 3939 E.CORONADO STREET 1400 E. PHILLIPS BLVD. FONTANA, CA 92335 ANAHEIM, CA 92807 ONTARIO, CA. 91766 (909) 350-6632 (714) 666-5467 (800) 422-4133 OWNER/DEVELOPER COMCAST (CABLE TV) FONTANA WATER COMPANY KB HOMES ATTN: JACK HAYES ATTN: MICHAEL J. McGRAW 801 CORPORATE CENTER DR. STE. 201 1205 DUPONT AVENUE 8440 NUEVO AVENUE POMONA, CA 91768-2641 ONTARIO, CA. 91761 FONTANA, CA 92335 (909) 802-1100 (909) 390-4738 (909) 822-2201 FAX: (909) 823-5046 CRAWFORD CANYON MUTUAL WATER CO. SO. CALIFORNIA EDITON COMPANY ATTN: BILL VANDERKIEFT, JR. 7951 REDWOOD AVE. SO. CALIFORNIA GAS COMPANY (619) 868-6040 FONTANA, CA. 92335 ATTY. GREG GASPAR (909) 820-5598 - UNDERGROUND 16231 VALLEY BLVD. OF BEARNGS (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES FONTANA, CA. 92335 (909) 428-8411 EAST LME OF SEC71 N ,30, 1 RANGE 5 *EST, SAN t>ERNARDIMO (909) 357-6233 - DISTRIBUTION EMERGENCIES: (800) 427-2200 • SHOW AS NOO'27•�.3'W ON (800) 422-4133 TRACT NAP 15M FH.ED Iry BOOK 271, UNDERGROUND SERVICE ALERT AGES 34 THROUGH 39• SUS V. OF (800) 227-2600 OF SURWY. RECORDS OF SAN cbulm: Prepared Under The Supervision Of : UTY OF FONTANA, CALIFORNA MEPMDASBIN "` OFRCE W. STREET AND STORM DRAIN IMPROVEMENT PLANS 10901 CHURCH STREET .STE. 107 D"VIN or JV TRACT 16099 & 16099-1 SAS SHOWN RANCHO CUCAMONGA, CA DATE: PHONE (909) 948-131119,730 DESIGNED BY: TITL MN i 12-02-03 Date : (1-3 -3 CHECKED BY.' M BY: MN DRAY ING NO. 3471 1 4 RCE 921EXP. 9-30-05 TY ENGINEER R.C.E. 51152 DATE J:\826-1175\streets\st01.dwa. Plot. 12/02/2003 04:45:58 PM. fs