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Home My WebLink About5649-1I� P N 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 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 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 DEVICES 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. .. w 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 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 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. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL ANDwREPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 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. 17 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. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 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 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 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. 22 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-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. - 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CITY OF FONTANA 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED- PROJECT suT A�uE AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. - LOCATIONSEMLAK PARKWAY 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING - 0 898 ir FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY STATE ROUTE APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLYJIM CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. W a 210 FREEWAY 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADEEWER IMPROV Q' UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. S EMENT PLANS 30 TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH 13M WE YEWE A PLUG 12' BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS ,� AFONTANA EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. .� 31 THE SEWER CONTRACTOR SHALL STAMP AN " IN THE FACE OF THE Iya o e��1CURB A THE LOCAITON OF THE SEWER LATERALS" Ere- 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER-� �f 10 F EEWAY AND ALL AFFECTED AGENCIES IMMEDIATELY. I „' ,; I --- I VICINITY MAP 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING ,� „ ��, 19 20 21 22 23 I 1 STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. , . (DoesH0017 18 �% a o ®� �- 17 S H#11 SMH #12 ' M 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED ,,% „'� - PRIOR TO PAVING OF STREETS. ;'' I; t� _ , i R� 15 24 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT _1 ` _ - - 13 PAVEMENT PRIOR TO PLACEMENT. _ 36 ALL MANHOLES CLEANOUT FRAMES COVERS AND VALVE BOXES S '� - � 12 / I � HALL BE � 25 RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION + '� NN ` 94 95 OF PAVING. I 10 y �� 80 + ' ii w+ I 8 9 .0 MH # 10 I 93 96 i 26 + 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL I 7 N� s- 79 I W r I + SIGNING STRIPING BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO ' 6 C� I QS I � 1 THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ® I (,% + `,,, THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR SMH 9 " " 81 1 1 92 97 + 27 ' W(` ,..+ OWN QUANTITIES AND BID A COMPLETE JOB. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE 5 " " " j 78 1 1 I +>I jBE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY o I' ENGINEER. - l 1 fi8 1 1 28 rT = CONSTRUCTION NOTES QUANTITIES I I 11i# 8 u7 o� no I I �✓� VIY11 1 Tr 1_r I i - , 1 0_ + At 1; , ' O+ 1 CONSTRUCT 8 EXTRA STRENGTH V.C.P. SEWER MAIN 49543 LF ' ' I 1Q >- 29 + + 2 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 15 EA CITY OF FONTANA, UTILITY NOTIFICATION LIST S8 59 66 69 ; Q 76 83 1 13:90 1 99 Q SMH # 115 W' - _ + - - 3 CONSTRUCT 4 V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 2,945 LF CITY OF FONTANA AT&T I + W ; 57 1 1 1 ' 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 I ? 3 Q , 1 ' '~ Z W 30 i ; ; 4 CONSTRUCT SEWER BACKFLOW VALVE 63 EA �� 1 I FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 I 65 70 Z 75 84 + +� 89 100 Q + i 1 �_ 5 REMOVE EXISTING 8' PLUG 1 EA (909) 350-6632 (714) 963-7964 I u W 60 J 1 2 Z 1 56 + SO. CALIF. GAS COMPANY SPRINT + 0 31 + 1 1 I Z 0 88 101 I 1981 W. LUGONIA AVE 2592 DUPONT DR 0 61 64 71 74 85 10REDLANDS CA 92374 IRVINE, CA 92612 I C 4JL;�_() (909) 335-7967 (800) 659-9698 I' i 1 0 i LL 1 i + 32 i EMERGENCIES: (800) 427-2200 i 55 62 i + 87 102 + 1 + TIME WARNER CABLE I ' 63 72 i 73 86 - SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR - - 1 ARKSTO E STREE 300 ONTARIO, CA 91761 RIALTO, CA 92376 PEPPER AVE (909) 975-3439 0 909 820-5598 - UNDERGROUND SUNESYS, LLC 909 875-5100 -TRANSMISSION 1325 PICO ST #106 I + H # 1 MH i _ - - --r--- - - - - - - 7 213 637_1233 _ PIPELINES CORONA, CA 92881 + 909 357-6505 DISTRIBUTION (951) 278-0400 SM # 3 SMH 4 SMH 5 SM # ' UNDERGROUND SERVICE ALERT"-° �. o I � � 9 38 37 36 35 34 33 '' I (800) 422-4133 SOILS ENGINEER j' 1 ' WQMP 54 53 52 51 50 49 48 47 46 45 44 43 42 40 LEIGHTON AND ASSOCIATES, INC. 1 BASIN FONTANA WATER COMPANY 10532 ACACIA STREET SUITE B-6 -- - - — - - -- _ - _ --y - T - - -*- - - y.r'►-i 15966 ARROW BOULEVARD o - -- - - _.--�-_-- --- RANCHO CUCAMONGA, CA 91730-5455 �t fi NT CA 92335 TEL(909) 48 s ( )42205 909 822-2201A�3 I - FAX 909 484-2170 ° DEVELOPER LEGEND LENNAR HOMES PROPOSED SEWER LINE INDEX MAP 980 MONTECITO DRIVE -8m S-- EXIST. SEWER LINE SCALE: 1 "=100' SUITE 302 -Ow W WATER MAIN CORONA, CA 92879 TEL 951) 817-3545 STORM DRAIN LINE FAX 951) 951-3650 0 SEWER MANHOLE CENTERLINE FIRE HYDRANT �— DIRECTION OF FLOW RIGHT OF WAY PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING W181LfTY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. O REV. REVISION DESCRIPTION I ENGR. I DATE I CITY I DATE D TOLL FREE "`-�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CONSTRUCTION STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ALLARD ENGINEERING WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATEDWILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. Prepared For: LENNAR HOMES 980 MONTECITO DRIVE SUITE 302 CORONA, CA 92879 TEL 951 817-3545 FAX 951 951-3650 SHEET INDEX SHEET 1 - TITLE SHEET SHEET 2 - LARKSTONE STREET & CASEY WAY SHEET 3 - LARKSTONE STREET SHEET 4 - REDSTONE WAY & WELLSTONE WAY SHEET 5 - CANDLENUT WAY & GOLD FINCH WAY SHEET 6 - CAPSTONE STREET BASIS OF BEARINGS: Prepared By: THE SOUTH UNE OF THE NE 1/4 OF SECTION 26, T1 N, s ALLARD ENGINEERING R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, BEING: N 89'37'36' E Civil Engineering -Land Surveying -Land Planning 16866 Seville Avenue BENCHMARK: - , Fontana, California 92335 CALTRANS BENCHMARK 18-17 (909) 356-1 15 Fax (909) 365-1795 BRASS DISK LOCATED IN S.C.E. TOWER LEG (007 1 343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K. ALLARD, A.C.E. 65349 DAtE EL=1428.609 (expires 6/30/2018) 1100 Jill IIIIIIIIIIII QFtOFESS/p CITY OF FONTANA, CALIFORNIA K. 44X<1_1 SEWER IMPROVEMENT PLANS DAWN DB_ TRACT N0.18987 sem: Z3 No. 85349 m °L Ul Exp. 6/30/18 � DESIGNED BY: TITLE SHEET DATE' pgyy October, 2017 civil_ ��< CHECKED BY: SPR ED DRAWING NO.: OF CAI.�F RKA DATE: �o • �8 • 5649 � CITY ENGINEER R.C.E. 5 152 s. Filename: I:\Walker\DWGS\FINAL DESIGN\SEWER\SEWER SHT 1.dwg