Loading...
HomeMy WebLinkAbout3876-1GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS iMPR VEMENT 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CIN OF FONTANA STANDARD PLANS, THETRM DRAIN 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 TRACT NOE 1 5 BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CIN ON ENGINEER FOR RESOLUTION. _ ......__�..._ ...� ...�,.��� .�� r� n TUC' r%,r ��jr_%IKI a CITY OF FONTANA, LIF RNIA 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. TRACT No. 14027-1 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT i 0000 DEPARTMENT ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL� ' % -'�• / ; ���" ''' .000 BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY EMERGENCY ESCAPE FLOWPATH FOR * / , CATCH BASIN IN SUMP CONDITION WITHIN THE CITY LIMITS. CALL (909) 350-7610. / � l TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES \ 6 THE CONTRACTOR SHALL CONFORM \� DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. M EXCAVATION OR TRENCH WORK FOR TRENCHES 5 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFOR TO E S FEET OR GREATER IN DEPTH FROM THE CALIFORNIA TAT DIVISION OF INDUSTRIAL SAFETY. 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN' DEPTH SHALL BE GUARDED BY 1A \ i -'' = ; , ---'�� !�� SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE 1 �>, ,,� , f,_� �y tis DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL GROUND MOVEMENT. ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR _ r _ TO 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT- OBTAINING A • ca \1 << �; , -''^ ;�1 ;� , SEPARATE PERMIT FOR THAT PURPOSE. - 11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER IT THE FIELD THE TRUE LOCATION AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN T t ,, it ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. --- 1 \�� �'; ��;' 10 ALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS I �t ' , alTHE CONTRACTOR SH AoFEssio--`"`�f ` , >> Ln BEFORE EXCAVATION. �,L �Wq� `�� 1 ,' T CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT s }` '- 12 THE CONTRACTOR SHALL COORDINATE C c� l LANDSCAPING LANDSCAPE IRRIGATION, � � m ` _.._--! -`"�^-- � LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,3= C36637 - � �, `� ,� �r�__ DOMESTIC WATER RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 1 t s ..,a j -.__ `ti �\ . _-- JI COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.C1141%.��, _ . ti i -� �__ --- ill Art, n~� TROUT APPROPRIATE q� . � � �_.---- � � \r t '' ��1;1!---_"" C7 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WI OFr.A��F L ` l } ` ' __r Al ll� t ALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR 0" CIO AGENCY AUTHORIZATION. CONTRACTOR SH o �` � _-__.._•-- VALVE OPERATION AND WATER REQUIREMENTS. RG.VISION NO. lABY ` i'��. ��� -a ti �1 !-----rf- O ,colt , - t OTHERWISE NOTED. � �. � 1,� \,---------""-~-- � - ca j 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE t� - �- ! i 1 �� � fir_..._— t ,l ` ES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR Z �� ?J _ -.��p, ,� a , - _•.-- O 15 ADEQUATE CONSTRUCTION CONTROL STAK I' w EN ��LL L. IW su Feu � s -� ��� �,l �-- � \� TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE -�" w �' cn O IV1/aDb l i; AND ASSOGI aIvs, 1 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 93o2 PIITSSCIRG14 AVC-.., Sc.M- 2ZO 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS 12ANCl-O cuC41MoN6A, CQ 91730 ZO PHONE- (90q')491--6322 �` --- WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. t � ' G SURVEYCONTROL INCLUDING SURVEY MONUMENTS MONUMENT EXISTIN PLANS UTILITY AGENCIES CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 SO.CALIF GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY BREA, CA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6231 (SO. OF MERRILL) (909) 357-6223 (NO. OF MERRILL) (800) 422-4133 SAN BERNARDINO COUNTY FCD 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE & TELEGRAPH CO. 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 < Q w ¢ Q O 0 >= Q 3 � = m w d U JURUPA AVE VICINITY MAP NO SCALE SHEETINDEX DESCRIPTION 1 TITLE SHEET, VINCINITY MAP, STORM DRAIN NOTES 2 CITADEL AVENUE -LINE 1, LATERAL 1, 2, & 3 3 LOYOLA COURT -LATERAL 4, 5, 6, & 7 4 MISC. STANDARD DETAILS 1 5 MISC. STANDARD DETAILS 2 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PIANS BY THE CIN OF FONTANA DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF A UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR RENEWAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. THE GRADING CONTRACTOR SHALL SATISY HIMSELF AS TO THE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID. 4. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO THE CIN OF FONTANA. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 6. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF FONTANA. STORM DRAIN CONSTRUCTION NOTES AND QUANTITIES ���� ��' TOTAL UNIT 17 REMOVAL AND F ;PLACEMENT OF n• { TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. „ __--- t 1 c� y____ ►�� 7 , ----- FONTANA WATER COMPANY O REMOVE CONCRETE PLUG AND PORTION OF EXIST. 24 RCP LATERAL. ..... . . . ....... . . 1 EA I— SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THESE RECORD DRA1A,;,,f t(ac-. 4AVE BEEN PREPARED, IN, � l � ` 1 � PART, ON THE BASIS OF INFO )PMA •,ON COMPIi r1 : �!t _--�~ �` -- ;I,ti h �. 8440 NUEVO AVENUE „ 2 n- , ��: -- �' �' i' REMOVE CONCRETE PLUG AND JOIN EXIST. 24 RCP LATERAL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO FURNISHED BY OTHERS. � .......................... 1 EA - fNE ENGINEER WILL NOT E,£ � __ � It , ',., } i� � y � _.__------'_'. • O RESPONSIBLE FOR ANY ERRORS OR OMISSIONS t'�r rJ' + ilt 1 �' P.O. BOX 987 MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. NAVE BEEN &�. ORPORATED INTO THE DOCUM-2, : --� _ - ► t --- i - ` FONTANA, CA 92334 3 REMOVE PORTION OF EXIST. 39" RCP SD AND JUNCTION STRUCTURE. 1 EA 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM A `REL`i�1iEREOF. �_'°"�" -- l� - p \i c (909) 822-2201 00 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND\ - __-•...__ ----` �1} i i! �1- - i!�! � t 4 REMOVE PORTION OF EXIST. 36" RCP SD. .................................................... 1 EA EMERGENCY VEHICLES. "- - J ,11i u \ i I' J ` GENERAL TELEPHONE COMPANY LEGEND. , �<< , l,� ! �� _- __ HE CONTRACTORS ALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ---- _ ___ 19 T H -` \� ''' "' '' r 1 245 N. MOUNTAIN AVENUE 5 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN No. 321-1 ...... 1 EA ADEQUATE WATERING, AT ALL TIMES. r " " " _. - t �u TRACT BOUNDARY ---� �,=R,�� %� �:� W/ A-78.44, B-18 ,D1-18 , D2-18 , SEE DETAILS ON SHEET 4. .,� \�� POMONA, CA 91766Ln 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED �' �'� ;� ` �' cs� ` %%' �%` (213) 357-2257 OR (800)422-4133 0 LOT LINE l_--~- ,��` ;�. `\\l � , j;. ., � , \ .� o ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN No. 321-1 1 LF N - STREET CENTER LINE W A=60' ,B=18 ",D1=18 D2=18", SEE DETAILS ON SHEET 4. PRIOR WRITTEN APPROVAL. �+ f-'�:; ,� ��� lel'- k` `� �, / 00 � � \ � V•�\�_' / A � � ,•'\ W 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. SIDEWALK Ln 22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED FACE OF CURB DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. >�` ,A CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN No. 322-1EA EDGE OF PAVEMENT '' '" �'� \�' 7 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET ��,, �� ,, r -' 9p W/ A=87.02 ,B=18 ,D1=39 , D2=39 , C=1.88 , EL. R =1041.51, '� \ ` ` �� N . EL."S"=1040.67, SEE DETAILS ON SHEET 4. RIGHT OF WAY '`/ „�„ \\, ,;.� ��--� �: TEN -NINETY A CALIFORNIA LIMITED PARTNERSHIP IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY � w / ,�� r� ,-Y ©, o NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. - 50-- - EXISTING CONTOUR` 470 E. HARRISON STREET ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. CORONA, CA. 92879 0 ""� ���\ 8 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN No. 322-1 24 — - - - --- EXISTING STORM DRAIN � � ;.� � �...� ��;� �� V TEL (909) 898-1692 W A=45' B=18" D1=36" D2-36" C-2.88' "= 1 EA � 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. �Q' /,� – – EL. R 1053.77/1054.08, o0 • EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION PROPOSED STORM DRAIN �,� � � ;��� r� lJ � . • EL. S 1053.01, SEE DETAILS ON SHEET 4. 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL Ole AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY ---------------- EXISTING EASEMENT LINE f �''' ��� ` `-�J<.IESTA DEVELOPMENT 9 CONSTRUCT 18" RCP; D -LOAD PER PROFILE AND TRENCHING DETAIL ....... . . ......... 317 LF CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. FLOW LINE; " '��` �`":'''00 t 470 E. HARRISON STREET PER SHEET 4. EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE 2.4% GRADE CORONA, CA. 92879 - j 27 IF E STREET �.` TEL 909 898-1692 0 NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 95,8 ;' �`' �� N ( ) _ 10 LOCAL DEPRESSION PER APWA STD. PLAN No. 313-1 AND DETAILS IN cn CONTRACTOR SHALL o PROPOSED STREET ELEVATION � �' � \ �.' �i RMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED �'^� Z8 NO CONCRETE SHALL BE PLACED UNTIL THE FO •�,�.- � : STREET IMPROVEMENT PLANS. Ln 10 LOT NUMBERS AND APPROVED. / �:.' / REPRESENTATME cel 9 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 11 CONSTRUCT CURB OPENING CATCH_ BASIN PER APWA STD. PLAN No. ... . . . ..... . . . .... 8 EA 2 � � l VAN DELL AND ASSOCIATES, INC.- - _ r- 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. / 17801 CARTWRIGHT ROAD 300 2 WITH W AND V PER PLAN AND PROFILE. SEE DETAILS ON SHEET 5. �-' G ADE BY THEka` / - IRVINE, CA 92614 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED R TEL (949) 474-1400 12 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN No. 380-2, ............... . ...... 2 EA I� PAVING CONTRACTOR UPON COMPLETION OF PAVING. BASIS OF BEARING FAX 949 ( ) I BARRICADES,�` 261-8482 SEE DETAILS ON SHEET 5. � 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. THE BASIS OF BEARINGS IS BASED UPON THE CENTERLINE INDEX MAP 13 REMOVE AND REPLACE EXISTING 24" RCP D-2000 PER PLAN AND ............. 24 LF cn 33 AS–BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL OF JURUPA AVENUE PER TRACT NO. 16110, RECORDED IN PROFILE AND TRENCHING DETAIL PER SHEET 4. C� BOOK 283, PAGES 13 THROUGH 17, OF MAPS, RECORDS OF SCALE 1 "=100' PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SAN BERNARDINO COUNTY RECORDER, BEING N 89'06'36" W. 14 CONSTRUCT 24" RCP; D -LOAD PER PROFILE AND TRENCHING DETAIL .................. 70 LF w 34 MINIMUM D -LOAD FOR ALL RCP (S.D. PIPE) SHALL BE 1350. PER SHEET 4. o _ _ t REV. REVISION DESCRIPTION DATE ENGR. CIN PLAN PREPARED BY: DATE Q SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA BENCHMARK o QROFESS/p� VAN DELL AND ASSOCIATES, INC. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� ,p R.�o��F� CIVIL ENGINEERS _ STORM DRAIN IMPROVEMENT 00 oo - SURVEYORS LAND PLANNERS DRAWN BY: SOUTHRIDGE VILLAGE SCALE: 00 rl AWWWWWWWWWOM�� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w 17801 CARTWRIGHT ROAD - TWH SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. &Z- No. 024725 .:- �AS * Exp. 12/31/05 sJ, chn`�o�� OF CP1. IRVINE CA 92614 (949) 474-1400 TRA i 14245 �. T �$ SHOWN _D ;T "- Os -o6-2005 .-,_.j 0 O x DESIGNED BY: _ DJH� UNDER THE SUPERVISION OF: % z-� CHECKED BY: DRG APP D BY: DRAWING NO.: 38-/6 `- RECORM ORAWIA!G DONALD R. GORDON R.C.E. 24725 DATE R ARDO SANDOVAL-CITY ENGR. R.C. 511%2. ^^ TF