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2048-1
GENERAL NOTES HuNTER . s R I DGE 1 . ELEVATIONS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL DATUM OF 1929. 2. NO CONCRETE SMALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN SET, INSPECTED AND APPROVED. STORM DRA I N I' I___ A NI E; 3. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28-DAY COMPRESSIVE- STRENGTH OF 3250 P .S. I . 4 . ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4" CHAMFER. TRACT 14276 _ ,, 5. ALL STEEL ADJACENT TO FACE 'OF CONCRETE SHALL HAVE A 2- 1 /2" LEGEND 14276 ' 14276 ., 1 ' 14276 =MP 2 3 ' . CLEARANCE UNLESS OTHERWISE `SPECIFIED. a ono6. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE 14276 . 4 1 142765 a 14276 . 6 i 14276 _ 7 /3\ STEEL AS PER A.S.T.M. A-615 GRADE 60. 7. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE VICINITY MAP CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES • INSTITUTE "MANUAL OF STANDARD PRACTICE" . No. DESCRIPTION UNIT . QUANTITY 8. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER LINE 4" // ACT TRACT OF STEEL UNLESS OTHERWISE NOTED. PROJECT �•� • a1 Construct 18" Dia . R.C.P . • ro > 14 � -2 142.14-3 Q / OL 9. ALL BACKFILLS AND FILLS TO BE USED AS SUBGRADE SHALL BE / COMPACTED TO A RELATIVE DENSITY OF 90% UNLESS OTHERWISE L.F. 7 .33 _-- III 3o SPECIFIED. . N 1 Construct J.S.#4 per LACFCD Std . #2-D193, Case 2 10. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP TRACT 14276 O With Safety Bar per Std .#2-D451 . Case III EA. 1 1_ -- OF 30 BAR DIAMETERS OR 18" WHICHEVER IS GREATER. 1 O°� 11 . PIPE SHALL BE IMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING N.T.S. 'c:4 ' /\ ®3 __(',p�3STz,ict-s t e.G.P. - - - 3$ INLET AND HEADWALLS, UNLESS OTHERWISE SPECIFIED �.�% 12. ALL BACKFILL AND FILL AROUND CLOSED CONDUIT IN STREET RIGHT SUMM I T AVE . O � 4 Construct i2 1 " Ds RC.P L.F. 1 .9 1 OF WAY SHALL BE BROUGHT UP TO SUBGRADE OF THE ROAD OR TO 2 . )- FEET ABOVE THE TOP OF THE CONDUIT, WHICHEVER IS LESS. THE = •• PUBLIC WORKS INSPECTOR AND THE SOILS ENGINEER SHALL INSPECT 'Z W 5 Construct 30 Dia . R.C.P . 0. I �0', 2 4 ALL BACKFILL AND FILL ABOVE AFOREMENTIONED LIMITS. APPLICATION W < O L.F . FOR AN ENGINEER OR INSPECTOR IN CONNECTION WITH THE WORK 0 \GJ W v SHALL BE MADE BY THE CONTRACTOR AT LEAST 24 HOURS BEFORE W L.F. 3 0. '5 32 - HIS SERVICE IS REQUIRED. J 6 Construct 36•• Dia . R.C.P . ' Z I- 13. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE -J WITH WITH LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STD. DWG. NO. 77 Construct 42" Dia . R.C.P . L.F. 38 . .5 3$1 /'` 2-D177, CASE III . O 8 Construct J.S. #2 Per LACFCD Std . #2-D112 EA. 1 t 1 t1.. 14. THIS STORM DRAIN WILL NOT BE ACCEPTED FOR MAINTENANCE UNTIL [See Detail On Sheet #4) THE STREETS HAVE BEEN PAVED:' MANHOLES BROUGHT TO GRADE, AND THE SYSTEM IS CLEANED TO THE SATISFACTION OF THE CITY OF /14_GRAN,O RR/X__-CO_C/Rl Construct M.N. #1 Per LACFCD Std . #2-D102 < FONTANA DEPT. OF PUBLIC WORKS. GENERAL NOTES CCONT . ) 9 (See Detail On Sheet #4) EA. 4 A Z 'ACT/91,76/ / + 15. THE CONTRACTOR' S ATTENTION I S DIRECTED TO SECTION 7- 10.4. 1 OF 1 - T1?. t4Z1�-3 � TQ. 142'1�=q:-- Construct M.H. #4 Per LACFCD Std . #2-D113 LU THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN 32. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM / 6, 10 EA. 3 1 LLJ REGARD TO SAFETY (See Detail On Sheet #4] ORDERS. TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD `�'( �` ���� - - / // _ _ a •• SPECIFICATIONS. PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. � _ _ V� 16. THE CONTRACTOR SHALL CONFORM TO THE MINIMUM PUBLIC SAFETY v // / Construct Catch Basin #2 [W-7' .V-4' ) Per - „ �I 4 EA. 1 REQUIREMENTS AS SHOWN ON LOS ANGELES COUNTY ENGINEER STANDARD 1;//i �� � - �/// O LACFCD Std . #2-D162 [See DetailOn Sheet #4] 33. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC (� -ill‘ <c---1,,,,,:1 � j _ _ _ - �'� �., �/ W S-2. WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY I fI1 _ _ f<. �� ///I Construct Catch Basin #3 [W- 10 .V=4 ) Per �r - i 1 - 0 17. ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR ui LIMITS. • �© 12 EA. 1 ). ' kv..v ... lia.` // O LACFCD Std . #2-D163 [See Detai1 On Sheet #4). 1 wit,� COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL f 34. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT iS [ 11R4 BE AT LEAST THREE FEET ABOVE TOP OF PIPE ELEVATION, OR AT � , / nstruct Catch Basin #3 (W= 14' ,V=4' ) Per / ,, / Alr� - FINISHED SURFACE ELEVATION, WHICHEVER IS LESS. WHERE OTHERWISE NOTED. � EA. 2 iirtAWIKAft ftfalm.,&* , , *�/// O LACFCD Std . #2-D163 [See Detail On Sheet #4)OS CO C ET SU FACES SHALL CONFORM IN GRADE. COLOR " 1 'd 41 ,� ` // 18. A PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA PRIOR TO ` 35. ALL EXP ED N R E R , , � 0 `� e _ _ , AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. , i , , ///� Construct Catch Basin #3 (W 21 .V 4 ) Per - COMMENCING ANY CONSTRUCTION WORK UNDER THIS CONTRACT.. CONTACT 4� o,*." �, �'V 14 EA. 2 - / !1 , � y O LACFCD Std . #2-D153 (See Detail On Sheet #4) THE CITY BY TELEPHONE AT (714) 350-7610 TO OBTAIN INSPECTION 36. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF *444%,'!) `. riAls,,,,,,/. • ,- � , 4 � / AND CONNECTION PERMIT AND TO MAKE DEPOSIT FOR :INSPECTION STREETS. 6 4 u © Q � / / Construct Catch Basin #3 (W=28 ,V=4 ) Per BY THE CITY OF FONTANA. o _ -- F-O'�Y_ - - , t 15 # - EA. 1`� -74-4„ , , ` ,• /� LACFCD Std . 2 D 163 (See Detail a 1 1 On Sheet #4) 37 . EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE ���� � '�E� ` 19. THE CONTRACTOR SHALL PROVIDE FOR CONTRIBUTARY DRAINAGE AT ALL '��.� # _ _ ' - •• TIMES UNTIL THIS STORM DRAIN SYSTEM IS OPERABLE. RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING �' , Construct Catch Basin 3 [W 28 ,V 5 1 ] Per�� i 1n 16 EA. ATHE ACTUAL LOCATION AND ELEVATION IN THE FIELD. � � ilia *I'W/,/ � O C #2-D163 [See Det 0 S e t # ] � N LACFCD Std . ail n h e 4 �� �� / l 20. THE CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT (714) 350- 38. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE [5) l �� ' .......2.„ 4�` , `')/ Remove Existing Plug 8 Connect Into 7610 AT LEAST 24 HOURS BEFORE BEGINNING CONSTRUCTION. FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING I �• F,Z7, r-r,,_ r / 17EA. 1 I - ! / / Existing 42" R.C.P . SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. I i / 21 . PRIOR TO START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED � r&41111111113112111101111- 111101.i. _ , / y / /fig/a// Temporory C./r�? ,Qiser �fff De6ris _EA 1 - OBTAIN A PUBLIC WORKS CONSTRUCTION PERMIT FROM THE CITY OF WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BEO RackFONTANA ENGINEERING DIVISION. EXPECTED. - GUMM I T A . �� 22. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1'Q� LZ -6, V / remove �xifrr%y P/pry or �'� /riser ��d�o�i� 39. THE CONTRACTOR [S] SHALL ALSO OBTAIN A PERMIT TO PERFORM TRACT /-12,76^2 ! -�� EA. 1 1 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON, EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE - -- for A-ufure 45-re/7s on) IN THE EVENT OF DISCREPANCIES- ARISING DURING CONSTRUCTION, FROM CAL/OSHA. MAP /j\ THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING INDEX Q -- toc�s12.UcT 2�" DSA. �.�P L.. Zqq - AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL 40. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE BY THE CITY. AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. Scale - 1 "= 300' 23. ALL STATE AND LOCAL TRENCH SAFETY RULES WILL BE RIGIDLY ENFORCED. 41 . IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY 24. CONTRACTOR SHALL FURNISH A LETTER OF CERTIFICATION FROM PIPE PURSUE THAT PORTION OF THE WORK TO COMPLETION . MANUFACTURER AS TO TEST RESULTS OF PIPE INSTALLED. MINIMUM D-LOAD SHALL BE 1350-D. - 42. ALL C.M.P . INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER' S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED -QRoESStt7I,,I 25. R.C .P . SHALL BE MANUFACTURED AND INSPECTED IN ACCORDANCE WITH ON THE PLANS. 74 �-W t* ,et* SECTION 207-2.7. 2.8 & 2.9 OF THE STANDARD SPECS. FOR PUBLIC ti ? \ WORKS. 43 . IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A 1� ' �'• gym`` SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO No.25742 26. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND ALL Exp.12-31-G1 - OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. � . ,rFh-V /C/1" /YOS. /'Z 3 4 r.5 P,WPAJQED CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING 44 . NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL s�4�F crvt� f, IMPROVEMENTS, UNLESS OTHERWISE SHOWN ON THE PLANS. OF THE CITY' S INSPECTOR. `- UTILITY N G T I F I C A T I 0 N S /-/ f , 7c 7f .4w, /A/C., 29. ALL PIPES SHALL BE CERTIFIED BY MANUFACTURER AND MARKED WITH 45 ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE D-LOAD, DATE AND TEE' S LOCATIONS MARKED FOR PUBLIC WORKS /...982/ NEl-7PORT A,Vh, sL//TE4oa, INSPECTOR' S ACCEPTANCE. WITH THE CITY STANDARD SPECIFICATIONS. _ CITY OF FONTANA PACIFIC BELL CO. � � REv'S1o0 p lE PpteEo sq : TU.5-77N, CA. 5w-e0, - F a 1,3 III 46. AS-BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 8353 SIERRA AVENUE 3939 CORONADO STREET Je tiS 'fN a.m�N►� RCE Z5�NZ ,'VE1" 30. ALL PIPE WITH VELOCITIES EXCEEDING 20 F.P .S. WILL HAVE C 9 335 C 9 807 l 6 fZ5 f ' - c \ \ 1 1 /2" THICKENED INVERTS [SPECIAL COVER PIPE) FONTANA A. 2 ANAHEIM, A. 2 '(1� LlY1 A N(� N tNF€ �-�.�z�� � ��a'^�� 3 - , TELEPHONE: C7143 350-7610 TELEPHONE: C714) 666-5494 Idle �wN COONTRY 20RD - 1 r .s°° ` � Alv -, 31 . PIPES TO BE PLUGGED W/ 2 LAYERS BRICK 8 MORTAR PER SO. CALIF . GAS COMPANY UNDERGROUND SERVICE ALERT �� �i28�$ y `' } ,,,` E � f;' 1981 W. LUGON I A AVENUE TELEPHONE: (800) 422-4133 1N Co �1 - 0S�15 , 3 . a ,k, \ 7 o , �`�f ' REDLANDS, CA. 92374 011. --.�_� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE TELEPHONE: (714] 884-9411 GROUP W CABLE -4 {�" r oyry OG�IN, E: 26229` `y OAT-E. 8561 NUEVO AVENUE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE _ �,� ,. 3 r. I. OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL S0. CALIF . EDISON COMPANY FONTANA, CA. r,,,,,,44, 92335 � -_ �:� 4 300 N PEPPER AVENUE TELEPHONE: (714) 350-2344 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY a RIALTO. CA. 92376 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; PRIVATE ENGINEER S NOTE: � - QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD F TELEPHONE: GENERAL TELEPHONE COMPANY CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS [714] 820-5598 - UNDERGROUND 245 N. MOUNTAIN VIEW AVENUE _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLEg�3Q93j _ _ DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL. LIABILITY REAL OR ALLEGED IN CONNECTION (714] 875 5100 TRANSMISSION POMONA, CA. 91766 FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK P. _ - _ ENGINEER PRIOR TO THE AFORESAID TIME. THE TOTALS WILL BE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING '. ; CMI. 1 , [213] 637_ 1233PIPELINES. OR TELEPHONE. (213) 357-2257. OR CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 'o�c �.�i� : [800] 422-4133 [800] 422-4133 THE PLANS. AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OWNER, THE ENGINEER^ OR THE CITY. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. REV I S I ONS Engineer City BENCHMARK : CITY OE FONTANA , CALIFORNIA DEVELOPER/OWNER: No- D i s c r i p t i o n: A u p r o v a l Date- Approval Date J.P. KAPP it ASSOCIATES, INC. - - PUBLIC WORKS DEPARTMENT NOTE . PLANS PREPARED UNDER THE DIRECTION OF: , /A A°f/A•5k"_A /s/o/Ys. AooFv syE f•4 /AS �-�L✓ •12•y� _ FIRST CITY PROPERTIES i /\ .9TFEET-/144,4475" G401247E0 fl-8-94? -i2- 6.Za.9.r NOTIFY UNDERGROUND SERVICE ALERT l► -t1eDAT T AGT Pkaa51h1E; _QEPLAG,ED SEkT. is 11-t -‘15 o MIA y,- _ Drawn by: STORM DRAIN PLANS Scale: CALL TOLL FREE 1 -800-422-4133 AT 8383 Wishire Blvd . , Ste . 800 ko , , /25/*- 0 & REvtSED ovERFLow MEASURES (PROFILE) oN Swr 2 *II*, 130.97 FWE 43 R.R. Spike in E.P. by PP 1536663E S ly. CIVIL ENGINEERS. LAND PLANNERS• ADDED.DET,4/L,S ON SHEET IA V 6-/.2-98 _ side of Baseline 220' +/- E' ly of Cherry Ave. LAND SURVEYORS R'B' TITLE SI-IEETNTS .C.E. # 2201DATE /s� , LEAST TWO C2] WORKING DAYS BEFORE Beverly Hills , CA. 90211 J MYREGISRA ION EXPIRES 9-30-93 llo\ Retn5a) Lar-05 t,cr5-7 08 n. )z427(o-a a199d_ De Lg-ned Int:___ _ ^ Date: YOU DIG . - S ir-ITOTRACT NO 14276 SEPT.. PES. 2��R.� m aP . 1 �sLB-�j - _ - E T e v a t�i o n = t��3-r4� A.}3./J.V. - [213) 852-0499 RIVERSIDE. CALIFORNIA 92507 Checked by: / Dwg. No GC/r Gtr 'e' 7'93 . i (714) 276-8760 , , 5/ Approved: . _-. , �F?. A. 4-r. _,.. CITY ENGINEER R.C.E. 2.5126 , r ___e,-_ - -_ - ________ €-•` .---� � ��- e_ _. _�� _ �v - _- ��`_ - - - - - -- - _,®®-®__--------,_ a._.------ ---- -