The URL can be used to link to this page

Home My WebLink About3857-13 v F_ 0 W 0 rn N v .� v L 0 0 0 rnv Co Q I c v c� i NE I c- o .- rn .. N cn I I� io � N N N LO oa) Z c (D a c'0 o rn � J STORM DRAIN IMPROVEMENT NOTES C/7Y OF FONTANA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANAANSSTORMDRAINIMPROVEMENT COYOTE CANYON STANDARD PLANS THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS _ SITE 1.ROAD FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS LOCATION AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. CT 16290 r• l 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT SHEET INDEX s a CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF _ 1 TITLE SHEET/VICINITY MAP/INDEX MAP. CHERRY FOR RESOLUTION. CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF AVENUE �P ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 2 LINE "B-271 CP "B -2J", CP "B -2K" Gj 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 97 98 PLAN AND PROFILE. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED 96 .. 1 � .�� LYTLE CREEK 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE IMPROVEMENTS, THE CONTRACTOR SHALL NOT NOTIFY THE ENGINEER AND ALL / 3 94 95 CP "B -2N" PROFILE. �� ROAD ONE WEEK PRIOR TO IMPLEMENTING DETOURS. / 9 AFFECTED AGENCIES IMMEDIATELY. 92 99 3 LINE "B-17, LATERAL "B-1 C", CP "B -1E" PLAN AND PROFILE. SUMMIT D UNCAN CANYON 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE / C- CP "B -1F", CP "B -1G" AVENUE ' ROAD -- DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. BEEN PLACED, INSPECTED AND APPROVED. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 91 p 100 PLAN AND PROFILE. TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. 4 LATERAL "B -2A'; CP "B -2L'; CP "B -2N" TO PLACEMENT. 11 g 1 1 1 CALL (909) 350 7610. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 90 PLAN AND PROFILE VICINITY MAP 1 p1 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PRIOR TO PLACEMENT. 121 5-10 STANDARD PLANS. PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 31. ALL MANHOLES,CLEANOUT FRAMES,COVERS AND VALVE BOXES SHALL BE RAISED TO 118 N.T.S. LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 89 1 122 102 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, 1 117 � 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, STRIPING, BARRICADES,AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION 123 103 1 TOP OF STRUCTURAL DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. OF THE CITY TRAFFIC ENGINEER. �� 88 116 PAVEMENT SUBGRADE 8. CONTRACTORS ALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER 124 4 THE H 10 FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF RECORD,WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. I 87 115 / CO i\3" MAX. SIZE OF INDUSTRIAL SAFETY. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. I. -f f 7� 125 NATIVE SOIL 8.6 � 114 105 1:1 SLOPE OR FLATTER �\ 90% COMPACTED NATIVE �` COMPACTED 95� 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH �g0� BACKFILL 6" MAX SIZE �\ SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS f�7 126 1 \ OR ADEQUATE SHORING PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE UTILITY PURVEYORS 11385 106 6" MIN. OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 7 ;� 8" MIN. WA TER ELECTRIC TRIC SOUTHERN CALIFORNIA EDI SON COMPANY I_- 12 N THE POTENTIAL EXISTS FOR GROUND MOVEMENT. WEST VALLEY WATER DISTRICT 112 LEGEND 855 W. BASELINE 800 W. CIENEGA AVENUE �\ 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT RIALTO, CA 92377 SAN DIMAS, CA 91773 I 82 83 84 " OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. ATTENTION: LON TSAI ATTENTION: JEFF BURT " .'�C C.P. 'B -1G' APWA AMERICAN PUBLIC WORKS TELEPHONE. (909) 875-1804 TELEPHONE: (909) 592-3737 (A►T• s \ ASSOCIA TION W �� 107 PROP. 18 RCP BC BEGINNING OF CURVE z GRANULAR BEDDING 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATIONirk \ FROM SELECTED SEWER CITY OF FONTANA GAS THE GAS COMPANY A 1 p9 108 .P, "B -1F C.P. "B-1 B" BOT. BOTTOM N HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE 8353 SIERRA AVE. 16231 VALLEY. BOULEVARD •�• 8 PER DWG. ANO. 3802 CIL CENTERLINE W ,� TRENCH SIDE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE FONTANA, CA 92335 FONTANA, CA 92335 \ C.L. CENTERLINE MATERIAL PROP. 18 RCP 1 " MAX SIZE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT ATTENTION: BRIAN WREN ATTENTION: STEVE ROBLES P $ C.P. "B -1A" CENTERLINE ( ) TELEPHONE: (909) 350-6632 TELEPHONE. (909) 428-8407 �I _ PER DWG. NO. 3802 CFS CUBIC FEET PER SECOND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 8� aOI, DIP DUCTILE IRON PIPE ' TELEPHONE VERIZON CABLE ADELPHIA COMMUNICATIONS ELEV. ELEVATION ' TWO WORKING DAYS BEFORE EXCAVATION. 16071 MOJAVE DRIVE, BLDG. B 1500 S. AUTO CENTER DRIVE 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES VICTORVILLE, CA 92392 ONTARIO, CA 91761 PROP. 3 " RCP EC END OF CURVE STORM DRAIN ATTENTION: FRANK ANGUSTAIN EXIST. EXISTING PIPE INCLUDING, BUT NOT LIMITED TO, GAS, ATTENTION: LEWIS MCDONALD AT B 1 G'\ -� TELEPHONE ELECTRIC CABLE TELEVISION TELEPHONE: (760) 245-0330 �O1 E 'G LOT 7 GB GRADE BREAK z m TELEPHONE: (909) 975-3343 '�` 6 EP'D G. NO. 80 450.00 INDICATES EXISTING CONDITION LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, O�O P GRANULAR BEDDING FROM SELECTED STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN Cj 1�g $02 9 ":! 450.00 INDICATES PROPOSED CONDITION TRENCH SIDE MATERIAL FOR PIPE 10' o TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 0 0 R P;,g�1 �0. \ :.� INT. INTERSECTION OR GREATER IN DEPTH USE 1/2 PRIVATE ENGINEER NOTE o,,,,�• INV. INVERT CRUSHED STONE BEDDINGca 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES M.H. MANHOLE WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 3 >> 802 2 P.E. PAD ELEVATION NOTES: THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, R P NO - �� PRC POINT OF REVERSE CURVATURE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME �N p�G' S3 \ ,1 PVC POLY VINYL CHLORIDE 1. TRENCH WIDTH SHALL BE CONTROLLED E 2 P L PROPERY LINE TO TOP OF PIPE ZONE 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 0 g P 16 PROP. PROPOSED 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 52 r \ PUE PUBLIC UTILITY EASEMENT 2. TRENCH DEPTHS OF GREATER THAN 5' THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT \ 5� 2 �� ` _ RCP REINFORCED CONCRETE PIPE SHALL HAVE ADEQUATE SHORING THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY 5 2 SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 1 8 R/W RIGHT OF WAY 3. CLASS 11 AGGREGATE BASE ALL TRENCHES CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, S SEWER LINE CONTROL STAKING DURING CONSTRUCTION. 5 55 3 STD. STANDARD LESS THAN 100 FEET IN LENGTH 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROMin , 7 2 �q Z BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION STA. STATION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 50 56 3 SD STORM DRAIN LINE 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 2 \ ST. STA. STREET STATION NOTES: MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR DESIGN PROFESSIONAL. 6 3 TC TOP OF CURB COMPACTION SHALL BE 90% IN ALL ZONES LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 49 57 �� W WATER LINE UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEERENGINEERS �2 WS WATER SURFACE SHALL CONFORM TO CAL -OSHA REQUIREMENTS NOTICE TO CONTRACTORS 5 4 48 ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED I=) 58 `L FOR LATER REPLACEMENT OF THE MONUMENT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR �1 TRENCH DETAIL 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES 47 �'1 TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR 5g �0 N.T.S. AREA FOR RESIDENTS AND EMERGENCY VEHICLES. IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO 48 0 60 � WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, I �,r� 69 INCLUDING ADEQUATE WATERING, AT ALL TIMES. AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED �1L \ \''� CONSTRUCTION NOTES- ESTIMATE 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S I 45 29 `� RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY 61 68 BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND Z O CONSTRUCT 24" RCP (D -LOAD PER PROFILE). 1108 LF DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO C • "B- M' C. . 'B- K' 3p » DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE C. B- N O CONSTRUCT 30 RCP (D -LOAD PER PROFILE). 47 LF 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY I 62 636 64 65 66 67 CONSTRUCT 36" RCP (D -LOAD PER PROFILE). 149 LF . O IDENTIFICATION N UMBER ISSUED BY U. S.A. i P. 2L 31 I. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 43 O CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 322-1. 5 EA OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE - O CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 340-1. 2 EA THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE INE B- 32 O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2. 11 EA 42 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. tel. � _ „ THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION / 41 40 39 38 37 36 3PR P3436 R613 7 CONSTRUCT LOCAL DEPRESSION CASE A PER APWA STD. PLAN 313-1. 7 EA TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A / LIN "B-2' 0 1 O CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1. 10 EA BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS INDEX MAP PER D WG. N 38 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED ASw....,- r. -u. CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2. 5 EA TO MATCH EXISTING CONCRETE. 1 =150 - - - - - - - O INCLUDED I N THE OTHER ITEMS OF WORK. ~� ' O CONSTRUCT 18" RC P {D -LOAD PER PROFILE). 122 LF 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR :.•';, : s��s/� ,'`F.� I _-�' -;_^ _^ _ Ii APPROVAL OF THE CITY ENGINEER. ��• ` ql f �f- --- - -' - tib. I 1 1 CONSTRUCT LOCAL DEPRESSION CASE B PER APWA STD. PLAN 313-1 4 EA � � "I I 1 I -' � � 13 ,�� '� i I t' I+' E REMOVE CONCRETE BULKHEAD AND JOIN EXISTING STORM DRAIN. 3 EA r . BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER • r' r�r+ I ( t I I ;, 7 RICH BASIN t BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE o�,3 /31 I I I I , A;j f F }' 4 14 CONSTRUCT HEADWALL PER CALTRANS STD. D89. 1 EA THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23 BOTH OF TOWNSHIP 1 NORTH RANGE 6 WEST SAN BERNARDINO Centex Homes ALBUS-KEEFE and ASSOC., INC. / { s I _ - 1 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1265 Corona Pointe Court 1011 N. ARMANDO STREET I I' I s"�-_„ 15 CONSTRUCT 36" GCP INLET PER CALTRANS STD. N0. D75B. 1 EA MERIDIAN COUNTY OF SAN BERNARDINO. cI'9 Cj1j��. �� 3 � ._ _ _ �. _ : c_ AS SHOWN ON AMENDING MAP OF TRACT NO. 13750 Corona, CA 92879 ANAHEIM, CA 92806 - FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Ph: (951) 279-3000 Ph: (714) 630-1626 OF CONSTRUCT PIPE OUTLET PROTECTION., BARRIER PER SBCFCD 1 EA S.P. 101 --1, 101-2, AND 101-3. 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Fax: (951) 279-2100 Fax: (714) 630-1916 RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00030'24" WEST. BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER -- SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA Q�OFESSIONq DESCRIBED BY METROPOLITAN WATER DISTRICT SO. � CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL o STORM DRAIN IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE N C_i ] N ]Z ] DRAWN BY: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 rl 1-1o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE W nRlc M. TORREYSON m TRACT 16290-2 SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL � No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING # PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STORM N IMPROVEMENTS DATE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE Exp. os -3o -os - E SHEET PL TRA Y D U DIG D.Q.D. / o.s-� - JANUARY, 2006 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN `9TH. CIV1�- �� PREPARED BY: ARIC M. ORREYSON R.C.E. NO. 66068 CHECKED BY: APPR D BY: DRAWING NO.: MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 OF CAS\� EXP. D E: -30- r'_L '� 1- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EFFECT. �`� DATE: �% A.M.T. 3857 10 NAVD 88 - 1508.56 (FEET) RECO90 PP-AWIAiG o�/d5/�/ o% 1-ff C-�� UrY ENGINEER R.C.E. 51152 DATE: El