The URL can be used to link to this page

Home My WebLink About2873-1SUMMIT AVENUE SEWER GENERAL NOTES=--�-��--4 -- —'-----AWS � — 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 ' � 2 v •L ) — SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE— - E NOTED. t P.A. 8A 1 1 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERINGEERING 1 ^� / 3 i — I DIVISION PCOORDINATIONII � 0 PRIOR TO THE START OF ANi Y WORK. INSPECTION SHALL BE � REQUESTED AT LEAST WO WORK \ S T INC DAYS PRIOR TO THE START F \ 0 ANY WORK TM P I N UBL C 0. Y N - w - - R W A i - 'y I RIGHT OF W A AY WITHIN THE CITY LIMITS. I CALL 909 350 7610. F � i I I 9 - z 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT R W 9 w 0 WATER MAIN VALVES. .� � CONTRACTOR 9 SHALLI COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE P.A. 9 1 OPERATION AND WATER REQUIREMENTS. 9 0 O 9 8B � � 9 9� 4 STATIONING P A. 6 T L- I REFERS TO THE � CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. O 2 o I 5 ALL UNDERGROUND UTILITIES SHALL BEINSTALLED, TESTED ANDAPPROVED PRIOR • O TO PAVING OF STREETS U w f/1 L O T 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE Z -- � J w INFORMATION. HOWEVER IT SHALL BE THE RESPONSIB F RESPONSIBILITY 0 T CONTRACTOR TRACTOR N 5 N N 0. 1 TO DETERMINE INTHE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING F` 'A"I- R W A Y I UTILITIES AND TO EXERCISE R SE PROPER PRECAUTIONAVO D 0 T I DAMAGE THERETO. — I _ r THE CONTRACTOR SHALL CONTACT UNDERGROUND OUND SERVICE ALERT AT 1 B00227-2600 1— A TWO WORKING DAYS BEFORE EXCAVATION. -"� — — R I A >- a LA E ,.--- 3 1 7 ALL MANHOLES, CLEANOUT �----- -' H L NOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED I P.A. 1 1 l TO FINISHED GRADE 8Y THE PAVING VING CONTRACTOR UPON COMPLETION LE ION OF PAVING. r Q Z 'Y — I 1 P.A. 14A o� 1 \ 1 1 _ 1 8 THE 1 z v CONTRACTOR SHA LL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES P.A. 10 I INCLUDING, - - BUT NOT LIMITED TO GAS T ELEPHONE, ELECTRIC CABLE TELEVISION - Q AN L DSCAPING LANDSCAPE S APE IRRIGATION DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN FLOOD G CONTROL W TR AND CALTRANS. ALL UTILITY P L Y COMPANIES SHALL BE F PZ ti GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. Q E G 9 AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR C OR TO THE ENGINEER OF SHEET NO. 1 1 _ RECORD WHO SHALL PROVIDE UVIDE RECORD DRAWINGS TO THE CITY ENGINEER. P.A. 9 � O 10 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT P.A. 16 9 BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", �_ ��,,.� � P.A. 2 THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER ti � P.A. 148 FOR RESOLUTION. 0 P.A. 1 2 o O• EET NO. 2 W 11 APPROVED SOIL STERiLANT ISR cS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. Z 9 Q F P O• 4 v 3 P.A. 19 P.A. 18 N Q 1 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH P P 9 -.� ti - v� TO MATCH EXISTING CONCRETE. tc Q � Y ti , - F I Q a t 13 NO CONCRETEHA SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED INSPECTED AND APPROVED. I-1�fy RO ED. Y 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH I SHALLE GUAR P.A. 20 B DED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS I PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF } CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN — — THE POTENTIAL EXIST FOR GROUND D MOVEMENT. —IERRA LAKES � - i FUTURE COMMERCIAL 15 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK- FUTURE COMMERC A IL FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS FUTURE ROUTE 30 FREEWAY TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. F1 IG7LmN AVENUE 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES, 19 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE LOCATION MAP INDEX MAP TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21 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. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CITY OF FONTANA NOTIFIGATION L15T STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CITY OF FONTANA PACIFIC BELL CO., 23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED ATTN: CARL05 NAVARRO ATTN: VIRGINIA BECKER IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED FONTANA. SIERRA 8233 3939 E. GORONADO STREET F AGENCIES IMMEDIATELY. FONTANA, GA 92335 ANAHEIM. GA 92807 C909) 350-6632 C714) GGG-5467 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT SO. CALIFORNIA GAS COMPANY GOMGAST CGABLE TVA TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER im 25 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED 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 ATTN- GREG GASPAR 16231 VALLEY BLVD. FONTANA, GA 92335 C909CIVIL NCIES:11 EMERGENCIES: £MERGENGI£S: C800� 427-2200 50. CALIFORNIA EDI5ON COMPANY ATTN:JACK HAYES 3" MAX 51ZE NATIVE 1205 DUPONT AVENUE 501L COMPACTED 959_ ONTARIO, GA 91761 C909� 390-4738 G' MIN. GENERAL TELEPHONE COMPANY - 1" G" MIN. AX_ 3/4" 100 CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 7951 REDWOOD AVENUE 79098 ATTN: STEVE HOCK E 20 -GO NO. 4 0-15 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL. FONTANA, GA 92335 1400 E. PHILLIPS BLVD. z BEDDING COMPACTED TO 907. 32 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE 820-5598 - UNDERGROUND ONTARIO. 91766 AREA FOR RESIDENTS AND EMERGENCY VEHICLES. C909) 820-5137 820-5137 -TRANSMISSIONS C800) 422-4133 III � ill C213) 637-1233 -PIPELINES 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT C909� 357-6589 -DISTRIBUTION DRAWINGS. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- a 115 -TALI. PRIOR APPROVAL OF THE INSPECTOR. C800� 422-4133 VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS SIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT ..: ._..,� . „ _..:_ 28 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CRAWFORD CANYON MUTUAL WATER GO. FONTANA WATER COMPANY N TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THESE DRAWINGS. CLAY PIPE (V C P EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS ATTN: BILL VANDRKIEFT, JR. ATTN: MICHAEL J. MGGRAW F � . . .) OF THE ASTM DESIGNATION C700 FOR V.C.P.. C619� 868-6040 8440 NU£VO AVENUE t N 1 F a FONTANA. GA 92335 _ 29 TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12' THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, C909) 822-2201 :c � BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT FAX= C909) 823-5046 + c C9 1 i STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LUT AS UNDERGROUND SERVICE ALERT 35 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE AND THAT THE CONTRACTOR SHALL DEFENDSHALL,55UMNIF5 AND HOLD THE OWNER MEASURED FROM THE UTILITY EASEMENT. C800� 227-2600 WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT., 30 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE .:tet. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LOCATION OF THE SEWER LATERAL. 36 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS 31 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES THE CONTRACTOR SHALL PROVIDE ^fir VICINITY MAP NOT TO SCALE TABLE= 200-1.2 [A] 51EVE 51ZE PERCENTAGE PA551NG SIEVES 1 1/2" - 1" 3/4" 100 1/2' 90-100 3/8' 20 -GO NO. 4 0-15 NO.8 0-5 ASTM C131 TEST GRADING B AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS ENGINEER. — — OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 1/2' CRUSHED STONE BEDDING CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PER 5TD. SPECS. FOR PUBLIC 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, ALL DI5GREPANGIE5 TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WORKS CONSTRUCTION TABLE STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION 200 1.2 [A] SHOWN OF THE CITY TRAFFIC ENGINEER. TYPIGAL BEDDING FOR 8" VGP 38 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL 10' OR DEEPER OF THE CITY ENGINEER. N.T_5_ Underground Service Alert CALL TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. GLEN CROSBY 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 REV. I REVISION DESCRIPTION ADD 8" Y-C.p. z•4T, Pw- t*A Iq DATE I ENGR.I CITY I DATE m A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE PRIVATE ENGINEER S NOTICE TO GONTRAGTORS G' MAX. SIZE W 1' MAX. 51ZE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES NATIVE 501L t Z 4 SELECTED NATIVE t SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; COMPACTED 902. z BEDDING COMPACTED TO 907. 32 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT APPROVED BY THE CITY ENGINEER. WN THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE t ,w PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE t0 33 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND DRAWINGS. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- a 115 -TALI. s VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS SIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT ..: ._..,� . „ _..:_ ._ � ._.� , . ...: .. ..... .: .:: - - - --.:& .,;,EX:T;RA. r5:T1�EN TH -; N TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THESE DRAWINGS. F � ...... to SHOWN ON THE PLANS. t N 1 F a THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOL£ AND COMPLETE RE5PON5- _ 34 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, IBILITY FOR THE JOB SIT£ CONDITIONS DURING THE COURSE OF CONSTRUCTION :c � INCLUDING ADEQUATE WATERING, AT ALL TIMES. OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT + c C9 1 i THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 35 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE AND THAT THE CONTRACTOR SHALL DEFENDSHALL,55UMNIF5 AND HOLD THE OWNER 8' VOP WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT., AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, .:tet. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING 36 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 7H£ _ AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS ENGINEER. — — OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 1/2' CRUSHED STONE BEDDING CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PER 5TD. SPECS. FOR PUBLIC 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, ALL DI5GREPANGIE5 TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WORKS CONSTRUCTION TABLE STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION 200 1.2 [A] SHOWN OF THE CITY TRAFFIC ENGINEER. TYPIGAL BEDDING FOR 8" VGP 38 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL 10' OR DEEPER OF THE CITY ENGINEER. N.T_5_ Underground Service Alert CALL TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. GLEN CROSBY 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 REV. I REVISION DESCRIPTION ADD 8" Y-C.p. z•4T, Pw- t*A Iq DATE I ENGR.I CITY I DATE m u >s SCq�� O w 1 N 4p . H W W �21 � 4v _ W Q r t Z 4 t L z 3` t ,w 1 t0 a 115 -TALI. s , .: ,� __: _..,;; ., ___.. , - _ _ ..: ._..,� . „ _..:_ ._ � ._.� , . ...: .. ..... .: .:: - - - --.:& .,;,EX:T;RA. r5:T1�EN TH -; F ...... to ' t N 1 F a _ A :c t c C9 1 i r .:tet. ^fir _ t; i3:1 J Y 1? A ICO 7`)tLJN w �-- r - „ sem^'^_,. _.,,,�,, _,.. ,_. .. r t e< s „ u >s SCq�� O w 1 N 4p . H W W �21 � 4v _ W Q L z 3` t ,w a 115 -TALI. s , .: ,� __: _..,;; ., ___.. , - _ _ ..: ._..,� . „ _..:_ ._ � ._.� , . ...: .. ..... .: .:: - - - --.:& .,;,EX:T;RA. r5:T1�EN TH -; E t u >s SCq�� O w 1 N 4p . H W W 3" MAX SIZE NATIVE SOIL COMPACTED 95Z _ 6" MIN. 6' MIN. 10, MAX -10" MAX. oll 6" MAX. SIZE 1' MAX. SIZE NATIVE SOIL SELECTED NATIVE COMPACTED 907 BEDDING COMPACTED TO 9OZ. ° N Z V � a 8" VCP _ II lll= II TYPICAL BEDDING FOR 8" VGP r LE55 THAN 10' DEEP N.T.S. RECORD DRAWING R 4i ini N N 2W� 10 ' 47 W — _ 2" r N in� 1 PROP. WATERLINE---� I PROP. WATERLINE 2 P.A. 10s .g i ' 5 ; AUGUSTA DRIVE 1 '� I 24+06.99 84.E I 1 END OF PIPE 142' 42'� � 1 20' O' 1212' 'HE STREET 9 STREEt CONSTRUCTION NOTES- QUANTITIES= �1 INSTALL 8' EXTRA STRENGTH V.G.P. SEWER. 1335 - L.F. ' �2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY 5 EA. OF FONTANA STD. DWG. NO. 112_ (I.D•=48') O3 INSTALL B' V.G.P. SEWER PLUG. Q T EA.v Q ND. 83 THESE RECORD OAAMMS ►qVE BEEN PREP BENCH MARK: BASIS OF BEARINGS: 1 PART, ON THE BASIS Of IWORMATiON COMPILED IN # G15 3�r D$ RNISHEO OY O ED AND �-� FU RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°30'06' ALONG iR iR TMIEAS. THE ENf;NNEER WILL NOT BE OF CITRUS AVE. AND LOS GEDROS THE NO. LINE OF SEG. 30, T. 1N., HAVE ANY ERRORS OR OMISSIONS MM AVE., IN POWER POLE NO. 9011E R. 5W.• 5.B.M. PER R.S. 58/5, � TINOORMWMTj THNIIII,OO(`1 MAS ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. ELEVATION: 1467.59 Prepared Under The Supervision of: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTQ�r,FEssloNq PREPARED IN THE OFFICE OF �iLT°N �F MADOLE AND ASSOCIATES, INC. SEWER PLAN - COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL OF THE .INLAND EMPIRE DRAWN BY: O y SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CID Q � m SIERRA LAKES SCALE: � No . 14814 m D 10601 CHURCH STREET, STE. 107 TRACT N _ 15908 AS SHOWNr THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO RANCHO CUCAMONGA, CA. 91730 � Exp: 3-31-01 * PHONE (909) 948-1311 DESIGNED BY: AUGUSTADRIVE 17V/\Ff .STREET DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C .STANDARDS IN EFFECT. sT9TF FrCA 1 oQ�� Date: 1--,1>D–O CHECKED BY: APP ED DRAWING N0. C 1 c J. MADOLE R.C.E.14814 EXP.3-31-01 /Oltp�4c DATE: -3 ' �� ACT G CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 2873 2 *P* AUGUSTA DR. (W) SEWER - 21 [0, 231] PF: 1154 882 02 -Jan -01 01: 47 PM / 826-1154-1 DWG. DATE: ----------- �21 � W 3" MAX SIZE NATIVE SOIL COMPACTED 95Z _ 6" MIN. 6' MIN. 10, MAX -10" MAX. oll 6" MAX. SIZE 1' MAX. SIZE NATIVE SOIL SELECTED NATIVE COMPACTED 907 BEDDING COMPACTED TO 9OZ. ° N Z V � a 8" VCP _ II lll= II TYPICAL BEDDING FOR 8" VGP r LE55 THAN 10' DEEP N.T.S. RECORD DRAWING R 4i ini N N 2W� 10 ' 47 W — _ 2" r N in� 1 PROP. WATERLINE---� I PROP. WATERLINE 2 P.A. 10s .g i ' 5 ; AUGUSTA DRIVE 1 '� I 24+06.99 84.E I 1 END OF PIPE 142' 42'� � 1 20' O' 1212' 'HE STREET 9 STREEt CONSTRUCTION NOTES- QUANTITIES= �1 INSTALL 8' EXTRA STRENGTH V.G.P. SEWER. 1335 - L.F. ' �2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY 5 EA. OF FONTANA STD. DWG. NO. 112_ (I.D•=48') O3 INSTALL B' V.G.P. SEWER PLUG. Q T EA.v Q ND. 83 THESE RECORD OAAMMS ►qVE BEEN PREP BENCH MARK: BASIS OF BEARINGS: 1 PART, ON THE BASIS Of IWORMATiON COMPILED IN # G15 3�r D$ RNISHEO OY O ED AND �-� FU RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°30'06' ALONG iR iR TMIEAS. THE ENf;NNEER WILL NOT BE OF CITRUS AVE. AND LOS GEDROS THE NO. LINE OF SEG. 30, T. 1N., HAVE ANY ERRORS OR OMISSIONS MM AVE., IN POWER POLE NO. 9011E R. 5W.• 5.B.M. PER R.S. 58/5, � TINOORMWMTj THNIIII,OO(`1 MAS ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. ELEVATION: 1467.59 Prepared Under The Supervision of: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTQ�r,FEssloNq PREPARED IN THE OFFICE OF �iLT°N �F MADOLE AND ASSOCIATES, INC. SEWER PLAN - COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL OF THE .INLAND EMPIRE DRAWN BY: O y SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CID Q � m SIERRA LAKES SCALE: � No . 14814 m D 10601 CHURCH STREET, STE. 107 TRACT N _ 15908 AS SHOWNr THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO RANCHO CUCAMONGA, CA. 91730 � Exp: 3-31-01 * PHONE (909) 948-1311 DESIGNED BY: AUGUSTADRIVE 17V/\Ff .STREET DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C .STANDARDS IN EFFECT. sT9TF FrCA 1 oQ�� Date: 1--,1>D–O CHECKED BY: APP ED DRAWING N0. C 1 c J. MADOLE R.C.E.14814 EXP.3-31-01 /Oltp�4c DATE: -3 ' �� ACT G CITY ENGINEER R.C.E. 51152 EXP. 9-30-01 2873 2 *P* AUGUSTA DR. (W) SEWER - 21 [0, 231] PF: 1154 882 02 -Jan -01 01: 47 PM / 826-1154-1 DWG. DATE: -----------