Loading...
HomeMy WebLinkAbout3328-1�X• TR, 15830-2 GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES -STORM DRAIN [CONTINUED) 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA STANDARD PLANS, THE -CONTRACT PROVISIONS AND ESTI MATE OF OUANTI T ES AND CONSTRUCTION NOTES 9 10 10 13 14 15 16 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT 11 THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY 8 ("GREEN BOOK"). ). ALL REFERENCE SPECIFICATIONS AND STANDARDS THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. NO. DESCRIPTION QUANTITY UNIT SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. OGb1�15TT',UGT' Jv�lG`T"(Ct`4 STR PE"R(�W ST.D 332-( 28. N0 CONCRETE SHALL BE PLACED UNTIL THE FORMS AND Q, 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, 2 Co N �'7`Rv�T J V NGT) o(� ST'S . 1�-R- �P1r�lA GI -P. 331 2 1 l f� _ C �tAcN I U9Ry CONTRACT DOCUMENTS THAT CAN NOT BE BE RESOLVED BY _ _ _ J REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED 3 CoNGT_KU`: r- pcG C0L.L.f4R, FaR L�Fcb STD. P-30-5 7 CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE AND APPROVED PRIOR TO PAVING OF STREETS. CITY ENGINEER FOR RESOLUTION. 4 c0 t�4STRUGT« 14 ` G�m,:G:r-{ 13A61 N PE -=K APWQ �-I-p `3c)D-2 2 EAS �U 30. APPROVED SOIL STER I LANT IS REQUIRED UNDER ALL NEW 5 I N STALL 24=` RG P (17,50-D) D) s_rORM VRA til P(� 3 �2 LF 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL ASPHALT PAVEMENT PRIOR TO PLACEMENT. OF THE CITY ENGINEER. © Ga HsTRc�T" 7 ` G.4-rz-_H fE>AS r f�J 1='ER- ANAL 57D. -500-2. I a4, 6 23 22 21 20 19 18 17 31. ALL MANHOLES. CLEANOUT FRAMES. COVERS AND VALVE BOXES 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF (J7 2E PAfP_ r�,�r c; PE -K c1Tv ETp • _ I l g SHALL BE RAISED TO FINISHED GRADE BY THE PAVING `CONTRACTOR PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING R sTp. �� 3 ;o, .c,A,S� moP. DETOURS. UPON COMPLETION OF PAVING . ® G©NSTRUGT l_OGAL D�P�Z SS I b� Ae Io R. Fes' •mss` 5*tdusl�t 3 ' 32. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL 9 WAy T 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF RESTORE ALL SIGNING. STRIPING. BARRICADES. AND OTHER 10 d FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY 27 28 DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION TRAFFIC ENGINEER.tlJ 5 24 25 26 COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS U► PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. 33. AS -BUILT 'DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR _ CALL [909) 350-7610. TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD 6. THE, CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL DRAWINGS TO THE CITY ENGINEER. vp m Z 4 2 6NOl DRIVE 41 POLICIES, METHODS, AND PROCEDURES DESCRIBED IN THE STATE OF 34. Mt ty IM UM D -LOAD. FDR sToR.M DIS I N PI PE� IS ►35o -D. _ t► N `��'� CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE_ DIRECTED BY THE CITY TRAFFIC >:� 3 - ENGINEER. 29 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 6? MAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL ?'� lO9 DEVICES AT ALL TIMES. p �� o .to�G 2 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM �.. �� �. '� O 30 EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN 4 0 14% - DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL 1d o �( ,�� 0� _ I SAFETY. W. - 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE GUARDED BY SHORING. SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 1Vi X4"7 N G i pM1 .i-. r� �,1ti FRfl 2� RGA N REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE -- 1T� a4 0 ��5em P STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEETIn SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND �• AT L �i�DEXA�' II MOVEMENT. 4- 10. } 10 . NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC "" a,c o.� v/ P0- RIGHT-OF-WAY 7 Nf o I�Gh r �• ws. _ Pj to � � - •� 1 t PURPOSE. WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT _ > - V 0 /,V O �< . 1 1 . THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED d 0 �v' Z, 2 �� �'� �'� 6 y= ¢gfFs Dn S. t -Fps W� FROM AVAILABLE INFORMATION, HOWEVER . IT SHALL BE THE !�`� `" PRO r. 8 ° (c� • 1 ° a ^ 2` 14�d RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE. IN THE a vct'G �, „ a INsrAI_L (4774 _� 24 RGP 620007D) FIELD, THE 'TRUE LOCATION AND ELEVATION OF ANY EXISTING z, 9' . a 6o , UTILITIES. AND TO EXERCISE PROPER PRECAUTION TO AVOID �� r t'g0�9LfG ��<'�� �Gt' tl 0 z� PRdir l L.E 11 vi G I TY OF FONTANA UTILITY NOTIFICATION LIST DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND s)< 6o I �r ��v Q __� ifs 5 ro _ 1 a SERVICE ALERT AT 1-80'0-227-2600 TWO WORKING DAYS BEFORE u► • p o.7c 5 SOV`�"'�-{ �•11�' Y EXCAVATION. _ Q-�3.s� \ CITY OF FONTANA PACIFIC BELL CO. i4'G� RGP. 1 �M_o•68 Q� v �•oFPs '� t ��, U S'r'dMN4 pp-Ali�i ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER ?►•ol tp- N �' - ?=I+.& -Fp,- IMSTALL-lc0.81 r-� z,t- Rc.•P Cl -5O r� s N 8353 SIERRA AVENUE 3939 E. CORONADO ST. w g 12 . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL I •"6 1"= g-0` 44C*_IZ _ FONTANA. CA. 92335 ANAHEIM, CA. 92807 , F L e,37�/ UTILITY COMPANIES INCLUDING. BUT NOT LIMITED TO . GAS, x, 1, �� �� o = 4= v��zT [909) 350- 6632 [714) 666-5467 ?D PRoh 04 - TELEPHONE, ELECTRIC. CABLE TELEVISION, LANDSCAPING, N i�FZpF 1 ,Q� LANDSCAPE IRRIGATION, DOMESTIC WATER. RECLAIMED WATER, L�� 1 So'. CALIFORNIA GAS CO. COMCAST [CABLE TV) SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS . ALL O MIA WAY ATTN : GREG GASPAR ATTN • JACK HAYES=7 e tzz►.� �8 UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE f Q ' m� Dn=O•�f fZGP(75bU) PRIOR TO WORK AROUND THEIR FACILITIES. 0 N �� 16231 VALLEY BLVD. 1205 DUPONT AVENUE �t,�t o �1--oF,NA omA i f4 � U{� ti� FONTANA, CA. 92335. ONTARIO. CA. 91761 v=q. ps WATER MAIN VALVES WITHOUT APPROPRIATE OI ATE AGENCY AUTHORIZATION. ,� _ o �. .f0 [909) 428-8411 1ZoMA W�5/- o•�•-`r5 1 -¢ �� 427-2200 GENERAL TELEPHONE 13 . THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR � SCALA � I �o t�•oRrZ . �._ EMERGENCIES �- SO CAL I FORN ATTN : STEVE HOCK CA 4CH 8*S1 N L.� L CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 'n IA EDISON CO. 1400 E. PHILLIPS BLVD.�.� t'F�aR• COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. Ali rt,'�j J .,� 7951 REDWOOD AVE. ONTARIO. CA. 91766- o/ - FONTANA CA. 92335 C8003422-4133 [USA) 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 820-5598 - UNDERGROUND EXCEPT WHERE OTHERWISE NOTED. ��• ���' 0 875_5100 TRANSMISSIONS FONTANA WATER COMPANY O . J 637-1233 PIPELINES ATTN: MIKE MCGRAW 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY _, Q Q V n� �(� Q �� 357-6233 DISTRIBUTION 8440 •NUEVO AVENUE THE ENGINNER TO ENABLE THE CONTRACTOR TO CONSTRUCT. THE WORK Q� -- TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE o` h f8=422-4133 [USA) FONTANA. CA . 92335 FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL �I �l G 822-2201 STAKING DURING CONSTRUCTION. I �.. E a-" FAX : 823-5045 • 16 . THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY �Z V 11 `� w N N J MONUMENTS _ } to N NOTIFICATIONMTTOUTHETCITYEENGOINEERENCH MARKS WITHOUT PRIOR �< � til 13\ �A - �nII O ��� bl moi/ ,Q�� ..1d \U s�' _. VWt -{l►, 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 4� Q, Q' h+v INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS �, �,4ry�,, �� �� �� ±• - �` ') u Q " SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED o o $ � LAND SURVEYOR. sURVEY MONUMENTS THAT WILL BE DESTOYED ASA o N BAR 72 $ Z, -z t5;; RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE \ U,. plo a -Q5 226 CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO - Q - �Q_my � o � � ,�,•�� 0 A4 20 ,? �'' 3 N N ��r z CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED - 4 FOR LATER REPLACEMENT OF THE MONUMNET. V o t �� 8 r `� c� p. cast_ xo 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL = S'Q I - - N - �, G• �. ? �` 0 �`'`� °°.;r.• S�-�� RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT "'sg'11 W-�`t- �/ 5•�G LANE 1 N r �i e�3 i 6 w �►. ��T gpu N 2 _ pt AREA FORLRESIDENTS TANDED AT EMERGENCYLTIMES BEH I CLESN THE CONSTRUCTION «3 we ` 15 c tz= 'N 4 J i2 �?fir l� � � �p:. ,� 1 a =45 zzoq�' �% � - . ; .; N � 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE G 63 ' _ „35•ro3 2. Fuvy 30 V �\ MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL ox PFZoP R�UJ � ��'? � ,25 •Z - � m� i� o i TIMES. ss 1 4� , • czf, , o; >, N P P.�t . 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATION ^�� N MATERIAL. MUD, SILT. OR DEBRIS TO BE DEPOSITED ONTO PUBLIC o� ' R-45�� ,` `/ ITY -- �oFESSIOR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING Y _ lVtf'1� ae M. CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. x 9� �� ` p L� �.( 1/ 1 ��/ �`� ,� �✓r <vQ' T = I . ®o' - $ V `i--111 No S cA Lt �`� c 21 . NO TRENCH BACKFILL SHALL TAKE PLACE PRIOR TO APPROVAL Q °►+► t� '�/` O z OF THE CITY INSPECTOR. � z rn erOKM V;Z 4t W w 17788 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL=40EXP: 06-30-05 COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE Civ SPECIFIED DENSITY IS OBTAINED. Q�� FL -A14 Y1 ESV , y F OF cjm_ 23. CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES. AND SOMA? SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 1.��JV� TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING c IMPROVEMENTS. 1" = q o BENCHMARK: og-17 cAl TRANS BASIS OF BEARINGS ^' BRASS CAP IN CONCRETE-S.0".E. TONER 'THE BASIS OF BEARINGS FOR THIS MAP' CITY O F F O N T A N A 0 O A L 1 T F O 1Q N I A 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. LEG. '343' N/0 HIGHLAND AVE.0.2 MI W/ IS THE CENTERLINE OF SAN SEVAINE ROAD COLOR AND F IN I SH TO MATCH EX I ST I NG CONCRETE M. HIGHLANDSAN I6WLONG BEING "N 00 20' 44" eE" AVENUE FROMSIERRAAVEI • UNDERGROUND SERVICE ALERT 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY ELEVATION: 1428.6090 WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CALL: TOLL FREE PREPARED BY: 26. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES. AND VERIFY ELEVATION AND LOCATION OF 1-800 CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING 227-2600 O O J . M . FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR :n CIVIL LOCATIONS SHOWN ON THE PLANS. 223 NORTH FIRST AVENUE �t; 1 '� /IU�j ID UPLAND. CA . 91786 JOB NO . '� 3• f f� DWG NO: DATE: 7 C9091920-0209 FAX 01-28 APPROVED GR'S: r� MAY 2002 TWO WORKING DAYS BEFORE YOU DIG REVISIONS APPROVAL DATE epol Y DATE 3G - [9091985-2885 CITY ENGINEER R.C.E. 5115c