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HomeMy WebLinkAbout3870-1 I • GENERAL SEWER NOTES � a 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, SEWER ImprlovEKAENTLaJ THE CONTRAC" PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION PLANS ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION 0) ! UNLESS OTHERWISE NOTED. o W 0 W 2 WHEN A TECHNICAL CONFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE14243TRACT NO . m E5 0 RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR N JURUPA AVE. SHALL IMMEDIATELY REPORT SAID CONFUCT TO THE CITY ENGINEER FOR RESOLUTION. v VILLAGE D kI z 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. _ j W1' h.. L---t w v _ S '\ I - .� L -r 17- -_'.--„- coIPROJECT SITE 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT IgiCi : .",.., •_,_. M7 DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION �' Y_T ___.- RIVERSIDE RD. • SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY 'YORK IN PUBUC , 1i +ri i�;! �_._.-_.-_..1 `` �7-� r + f.� RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. �" • , 1 14- a tr, 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES, METHODS AND PROCEDURES ---J 1 t + i ` a TRACT 1424-2_,. .„7,- �` �, VICINITY DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION - ; 1i i A . I!' 1 \t ©u ° CT MAP I �,_��1.�' � NDARY , UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 'N' i t i : _ . : NO SCALE 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 1t; * �Y Y-, ;,/ :._y Q 10 r i I, - -- OTF.ER TRAFFIC CONTROL DEVICES AT ALL TIMES. I 4s X111111 _ -,__ .... __ __ . __ ,__ L. '-� CONSTRUCTION NOTES AND QUANTITIES 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHESrA "A i - --•.r. . ,I 1 ii 2 ; 3 MH 6 5 FEET OR GREATER IN DEPTH FROM THE CAUFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ; �� . .;-" * _ - 1 : f1! 4 II r1' ♦• • ,' i�:� +t ° N NO. ITEM TOTAL UNIT 8 THE WALLS AND FACES OF ALL. EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED 't# ,,r,,,,, i�►t ~� 1 INSTALL STANDARD ECCENTRIC MANHOLE PER BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF �� ( 144 1! � -- � 1 i�,,,�'\ ° 'Q {�.,�_�./�' CITY OF FONTANA STANDARD DETAIL 112 6 EA THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET ! Jt: l ,, ' � 1 r �� _ ,., 111111, SHALL ALSO BE GUARDED WHE�� THE POTENTIAL EXISTS FUR GROUND MOVEMENT. f/ - ;. •� ; ° 2 INSTALL 8" PLUG 1 EA 9 NO MATERIAL OR EQUIPMENT STALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE r / ; i 43 � i. (4921 19 1 S 17 15 I P ''1 1 i '�\ INSTALL 8" EXTRA STRENGTH VITRIFIEDPERMIT FOR THAT PURPOSE. / O � �/ 1,355 EA / ' J - „,� -- — ` i~ 3STANDARDS AND SPECIFICATIONSCLAY PIPE PER CITY OF FONTANA10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT ►�----, / ©”2 �_ I 4 INSTALL 4" SEWER LATERAL PER CITY OF FONTANA SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION / /jr' C 1011 �TI" 1I illar STANDARD DETAIL 125 27 EA AND ELEVATION OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PERCAUTION TO AVOID DAMAGE THERETO. THE 1- / ; /411 - ---r---- 1 CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE ; �1 1; i ; 5 INSTALL 4" SEWER LATERAL WITH BACKFLOW PREVENTION PER 21 . CITY OF FONTANA STANDARD DETAIL 125 19 EA EXCAVE 10N. "`='--� y o r 23 24 25 26 25 t ��/ 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT -L_,-__f tt ! ! __ �, 8' P 29 /� UMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, / t ,<< - , .. ' �'' CT 142 / CONSTRUCTION NOTES 3 _ _- - - ' ,, �, AND QUANTITIES RECLAIMED WATER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTUTIES COMPANIES SHALL BE GIVEN / . � _ ` `� _'" .+4"` �.���.... \ , .- , SEWER, 1 ;9 J .z.;, '^ .��w�.}.�. -=.7,71=.... "''`-:- .� TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. i t ;: 4Q ` � � —��_ --iii.-- ,�,�. �, / / � :. . �v "''` :� �� SHEET 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE '—t' 1 1 N 1! `"`" ;f" /,, NO, DESCRIPTION AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE t iiiir 39 j r I ).,-/j tl 36 i 35 1 + 33 32. 1 30 I ''' , !� .\ --..--:-- 1 TITLE SHEET OPERATION AND WATER REQUIREMENTS. ,-- J.. ,� iikage. 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. _� ! t _ _ �, „ a ( I T! I II I r , \ ;�; �� 1 t i i \ /;� „ 2 PLAN AND PROFILE ALPINE DRIVE 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO o I t I 11111 , ill 11 �� ,CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION ( I ~`` ^�_.Y,_.__ , _"�� M ~� _ __ �� /iii , 3 PLAN AND PROFILE PECAN AVENUE OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. i -✓ { \ ; // ,, I t SAND FLY AREA : ` LEGEND l -: r , / ',' �' 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT 1 1 � Z�`' /I/ //// rf�� 4 PLAN AND PROFILE PRIOR NOTIFICATION TO THE CITY ENGINEER. 11;1 /ttO SHEET NUMBER - x_ �_ _ / ( �, QUINCE COURT tit _/ j, //-- / �1 ji 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND I i / / //r/ // BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY / ///i' SAFETY RESPONSIBILITY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE INDEX MAP CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS SCALE 1"=100' CAN BE ESTABUSHED FOR LATER REPLACEMENT OF THE MONUMENT. SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY NOT BE UMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, VEHICLES. GENERAL SEWER NOTES (CONT.) INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. ENGINEER. PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY THE PAVING 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CONTRACTOR UPON COMPLETION OF PAVING. EXISTING UNDERGROUND STRUCTURES 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON 38 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING DRAWINGS TO THE CITY ENGINEER. IMPROVEMENTS. SHOWN, AND ANY OTHER UNES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE: RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. IJTLITY AGENCIES THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NO MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR CITY OF FONTANA SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT TERMINAL CLEANOUT. 8353 SIERRA AVE 825 E. THIRD STREET PUE R/W 50' R/W PUE 25 SANITARY SEWER UNES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) FONTANA CA 92335 SAN BERNARDINO, CA 92408 ,. EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. TELEPHONE (909) 350-7610 (909) 383-1665 I 25' 0ill 25' ( m 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. THE I I I Q THE GAS COMPANY -- DISTRIBUTION FACILITIES PACIFIC TELEPHONE AND TELEGRAPH COMPANY I I o 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR 16231 VALLEY BLVD. 3073 ADAMS STREET �'..4 '/ ;. 11-0-f--0.4.02,211.• 18 i 18 " '� 7 6DEFLECTIONS IN ALIGNMENT. FONTANA, CA 92335 RIVERSIDE, CA 92504 ��� 4.5' ..—r 8' ►-. 10' l...i 10' _,.� 8' 4.5' 2.5' I 5' 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF TELEPHONE (889-9711) OR (800) 422-4133 (714) 359-2585 OR (800)422-4133 - ; No. t I I ...-...--..—„,,,„4...,„„...4T CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR ( LEVEL LINE o LOCATIONS SHOWN ON THE PLANS. THE GAS COMPANY -- TRASMISSION DEPARTMENT FONTANA WATER COMPANY CNI BREA, CA 92621 8440 NUEVO AVENUE '1 4,, J+� I I 2� 0.23' 0.03 I I 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2X MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. TELEPHONE (909) 529-2889 OR (800) 422-4133 P.O. BOX 987 i, -.4I vi , 9, / 0.23 2% y FONTANA, CA 92334 q Oliet $s. .*-/ . +�'v� r� - 3 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN . .;.; �yi��7j`�.'j�%j W PUBUC UTIUTY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT SOUTHERN CALIFORNIA EDISON COMPANY (909) 822-2201 RECORD DRAWINGS PREPARED IN N• ! '!''!'�'�/' `��.���� * ,. • _ _ _ F AS MEASURED FROM THE UTILITY EASEMENT. 7951 REDWOOD AVENUE .z /'� MADOLE ASSOCIATES, INC. AC PAVEMENT o w w FONTANA, CA 92336 . GENERALTELEPHIE COMPANY R ;�ODRAWING 6" CURB & GUTTER 6" CURB & GUTTER0 up 31 THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL _ (909) 357-6231 (SO. OF MERRILL) 245 N. MOUNTAIN AVENUE 3 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY TC = + 0.03 TC = + 0.03 POMONA, CA 91766 THESE RECORD DRAWINGS HAVE BEEN PREPARED.INo THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. (909) 357-6223 (N0. OF MERRILLj f a PART.ON THE BASIS OF INFORMATION COMPILED AND FL = q - 0.47' FL = c. - 0.47' I (800) 422-4133 =, (213) 357-2257 OR (800)422-4133 FURNISHED BY OTHERS.THE ENGINEER WILL NOT SE HAVE BEEN LE OR ANY INTO OR OMISSIONS Dt WHICH TYPICAL STREET SECTION Or CF) 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. -I. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS cn ` A RESULT THEREOF. 1 - - N.T.S. REV REMSION DESCRIPTION DATE ENCR On' DATE PLAN PREPARED BY: z BENCHMARK c_31.5o — s _ CITY OF FONTANA, CALIFORNIA LiEc3-lp OWNER APPUCANT/DEVELOPER A4v, VAN cell AND ASSOCIATES, a.�0� R < , c� TEN-NINETY, A CAUFORNIA FIESTA DEVELOPMENT ,�. p F CIVIL ENGINEERS TITLE SHEET w i'' LIMITED PARTNERSHIP 470 E. HARRISON STREET i SURVEYORS LAND PLANNERS SAN BERNARDINO COUNTY ANT --~ 470 E. HARRISON STREET CORONA, CA 92879 No. 024725 17801 CARTWRIGHT ROAD ' DRAWN BY: NMH SOUTHRIDGE VILLAGE SCALE: b DIAL TWO WORKING — . AS SHOWN 1 0-6 B.M. UF 627, NAVD 88 BEFORE I• DAYS BEFORE `� CORONA, VA 92879 * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400_ DESIGNED BY: T T 14243 DATE — YOU DIG �Y) YOU DIG u'� THE .�- 06-06-05co ELEVATION: 1011.70 FEET � PLAN DRAWING 1011 FREE 1-800-227-2600 OF \ 4L 4 CHECKED BY: 1 :• a� BY� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT , REC. DWG.. •' `,i/..' r , 4/! 944 ' DONALD R. GORDON R.C.E. 24725 PATE DRG ' N 7/ZDA 38701 I o 4 ITV E • NEER R.C.E. 51152 DTE: X 1 I I