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Home My WebLink About5032-10 41w 0 .10 4) U 0 c I i i STORM DRAIN PLAN 17441,17455 & 17479 VALLEY BLVD FONTANA, CA 92316 m=w9jm 3uad ■■■■ ■mm■ !�iifrla�;E%! rn r` Lo 9 E SCALES: HORIZ 1" = 40' VERT: 1"= 4' 1 0 rs.•, 3C , ENCROACHMENT PERMIT AREA FOR LINE 'A' PIPE CONNECTION TO EXISTING 4.5'x 10' RCB ABOVE: ON-SITE S.D.PROFILES -FOR REFERENCE ONLY LEGEIvo:�� ,134.,0 ,i71> I . i114.6h Q: CENTER LINE LA : LANDSCAPING AREA � . 1-7- } CO: CLEAN OUT LP: LIGHT POLE OR LOW POINT -a�+3 0' R 1 0 E : EXIST 4.5x10 RC� � � � O R: PROPERTY LINE O� (1103.54 INV) j' ESMNT: EASEMENT PP: POWER POLE II r 1t,3.E�0 ,,, � 27- N 1, ' � "' F i1 r 0 v N N M�1 oo 4 8,= "" '1.71 ��o 1 7951 REDONDO AVENUE w C _ `U T1 APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE SCALE 1 =40 ce- Wa c^ go I-- I a I FOR THE PLAN VIEW Wa I i i STORM DRAIN PLAN 17441,17455 & 17479 VALLEY BLVD FONTANA, CA 92316 m=w9jm 3uad ■■■■ ■mm■ !�iifrla�;E%! rn r` Lo 9 E SCALES: HORIZ 1" = 40' VERT: 1"= 4' 1 0 rs.•, 3C , ENCROACHMENT PERMIT AREA FOR LINE 'A' PIPE CONNECTION TO EXISTING 4.5'x 10' RCB ABOVE: ON-SITE S.D.PROFILES -FOR REFERENCE ONLY LEGEIvo:�� ,134.,0 ,i71> I . i114.6h Q: CENTER LINE LA : LANDSCAPING AREA � . 1-7- } CO: CLEAN OUT LP: LIGHT POLE OR LOW POINT -a�+3 0' R 1 0 E : EXIST 4.5x10 RC� � � � O R: PROPERTY LINE O� (1103.54 INV) j' ESMNT: EASEMENT PP: POWER POLE II r 1t,3.E�0 ,,, � 27- N 1, ' � "' F i1 r 0 v N N M�1 > c v 4 8,= "" '1.71 c 7951 REDONDO AVENUE v r- N T1 APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE SCALE 1 =40 on c^ go I-- I a I FOR THE PLAN VIEW �E N GENERAL NOTES 0 FINISH GROUND FIRE HYDRANT az° I i i STORM DRAIN PLAN 17441,17455 & 17479 VALLEY BLVD FONTANA, CA 92316 m=w9jm 3uad ■■■■ ■mm■ !�iifrla�;E%! rn r` Lo 9 E SCALES: HORIZ 1" = 40' VERT: 1"= 4' 1 0 rs.•, 3C , ENCROACHMENT PERMIT AREA FOR LINE 'A' PIPE CONNECTION TO EXISTING 4.5'x 10' RCB ABOVE: ON-SITE S.D.PROFILES -FOR REFERENCE ONLY LEGEIvo:�� ,134.,0 ,i71> I . i114.6h Q: CENTER LINE LA : LANDSCAPING AREA � . 1-7- } CO: CLEAN OUT LP: LIGHT POLE OR LOW POINT -a�+3 0' R 1 0 E : EXIST 4.5x10 RC� � � � O R: PROPERTY LINE O� (1103.54 INV) j' ESMNT: EASEMENT PP: POWER POLE II r 1t,3.E�0 ,,, � 27- N 1, ' UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ' 26 FF: FINISHED FLOOR RCB: REINFORCED CONCRETE BOX 4 �- "" '1.71 28 7951 REDONDO AVENUE OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. T1 APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE SCALE 1 =40 FACILITIES DOES NOT IMPLY CORRECTNESS bF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. - I I I-- I a I FOR THE PLAN VIEW STORM DRAIN GENERAL NOTES FG: FH: FINISH GROUND FIRE HYDRANT : RCPREINFORCED CONCRETE PIPE RL. RIDGE LINE 29 r / m LINE 'A' CONNECTION - PLAN VIEW 18- CONTRACTOR TOADEQUATE TCONSTRUCTUCTION ONTRTHEOWORK TO THE PLAN GRADES. THE CONTRACTOR SHALL E STAKES SHALL BE SET BY THE ENGINEER TO ENABLE E i 28 1113. ETC 11 13.2FS 110.50TC BY SHORING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE 26 FL: FLOWLINE TC : TOP OF CURB I i -" INSPECTED AND APPROVED. MARRYGOLD MUTUAL WATER CO. ATTN: JACK HAYES u ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT. 2`3-- FS: FINISHED SURFACE TG :TOP OF GRATE U b /� BLOOMINGTON, CA 92316 - , , r - : , •.< - ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED (909) 877-0516 I. - ALL WORKS SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA, STANDARDS THE I$-- THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIME. G.B.: GRADE BREAK WM: WATER METER to o 0 - HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, 32- UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES TELEPHONE: PACIFIC BELL CO. CITY OF FONTNA ,r THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER CONTRACT PROVISIONS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION("GREENI A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.: GP: GW GUY POLE GUY WIRES 100 PROPOSED CONTOURS PRECAUTION TO AVOID DAMAGE THERETO.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, 3939 E. CORONADO ST. 2ND FL. FONTANA, CA 92335 R,,B - BOOK }. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS 1'3- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, WHO SHALL PROVIDE THE RECORD DRAWINGS TO THE CITY ENGINEER. ANAHEIM, CA 92807 -100- EXISTING CONTOURS 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITHIN ALL UTILITY COMPANIES INCLUDING (714) 666-5467 _ OTHERWISE NOTED). INCLUDING ADEQUATE WATERING, AT ALL TIMES. HP. HIGH POINT „�s 2. - WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE 2s� INV: INVERT ELEVATION ,,,� , THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE `-'= ,I � ttf21 � '`s n (� RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING I I � IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. t--"'- 3. _ ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21- NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. > a ENCROACHMENT PERMIT AREA. LINE B PIPE 4.- ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF' PROJECT SHALL BE IN PLACE ONE WEEK 22-- A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE , I PRIOR TO IMPLEMENTING DETOURS. REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE CONNECTION TO EXISTING 4.5 x10 RCB SPECIFIED DENSITY IS OBTAINED. 5.- CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT 23- CARE SHOULD BE TAKEN TO PROVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET _ } DEPARTMENT ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY LINE 'B' CONNECTION - PLAN VIEW SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. �\\ RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610 24- ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH UTILITY NOTIFICATIONS THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES EXISTING CONCRETE. DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS LATEST NON -METRIC EDITION 2 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF I UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ' 26 THE CITY ENGINEER. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY POWER: SOUTHERN CALIFORNIA EDISON GAS: SO CALIFORNIA GAS CO. ATTN: GREG GASPAR 11. - IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR NOTES: ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING 7951 REDONDO AVENUE 16231 VALLEY BLVD OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. T1 APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE SCALE 1 =40 FACILITIES DOES NOT IMPLY CORRECTNESS bF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. FONTANA CA 92336 FONTANA, CA 92335 I-- I a I FOR THE PLAN VIEW S.- 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. 21- IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, (909) 357-6233 (909) 428-8411 SEE DRAINAGE PLAN S.— THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE(5) FEET IN DEPTH SHALL BE GUARDED LINE 'A' CONNECTION - PLAN VIEW 18- CONTRACTOR TOADEQUATE TCONSTRUCTUCTION ONTRTHEOWORK TO THE PLAN GRADES. THE CONTRACTOR SHALL E STAKES SHALL BE SET BY THE ENGINEER TO ENABLE E THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 1 EA CONSTRUCT LOCAL DEPRESSION CASE 30 PER CITY OF FONTANA STD. PLAN N0.3003. L- BY SHORING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE 26 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN WATER: CABLE: COMCAST I i DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE(5) FEET SHALLPLACED, INSPECTED AND APPROVED. MARRYGOLD MUTUAL WATER CO. ATTN: JACK HAYES 1 C— ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT. 2`3-- ALL UNDERGROUND U11UTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREET. 9715 ALDER AVENUE 1205 DUPONT AVE. 10` NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A 392- APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. BLOOMINGTON, CA 92316 ONTARIO, CA91761 - tis SEPARATE PERMIT FOR THAT PURPOSE. 31•- ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED (909) 877-0516 (909) 390-4738 II. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. - HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, 32- UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES TELEPHONE: PACIFIC BELL CO. CITY OF FONTNA ,r THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ATTN: VERGINIA BECKER 8353 SIERRA AVE. PRECAUTION TO AVOID DAMAGE THERETO.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, 3939 E. CORONADO ST. 2ND FL. FONTANA, CA 92335 ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. WHO SHALL PROVIDE THE RECORD DRAWINGS TO THE CITY ENGINEER. ANAHEIM, CA 92807 (909) 350-6632 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITHIN ALL UTILITY COMPANIES INCLUDING (714) 666-5467 WATER, REDCLAWEDAWATEER, SEINER, STORM I DRAIN, FLOOD CONTROL AND CALTRANSA IRRIGATION, UTILIITY HC moth COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CONSTRUCTION NOTES: 13.- THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT QUANTITIES T1 APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE SCALE 1 =40 WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14- 29 CONSTRUCT PIPE TO RCB CHANNEL CONNECTION PER SPPWC STD. PLAN NO. 333-1. 2 EA STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. BREAKOUT LIMITS PER STD. 334-1 SECTION D -D. LINE 'A' CONNECTION - PLAN VIEW 18- CONTRACTOR TOADEQUATE TCONSTRUCTUCTION ONTRTHEOWORK TO THE PLAN GRADES. THE CONTRACTOR SHALL E STAKES SHALL BE SET BY THE ENGINEER TO ENABLE E 28 1 EA CONSTRUCT LOCAL DEPRESSION CASE 30 PER CITY OF FONTANA STD. PLAN N0.3003. RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING - DURING CONSTRUCTION �p1:ES3J�, 27 . INSTALL 17' WIDE CATCH BASIN PER CITY OF FONTANA STD. PLAN N0.3004 1 EA 16— THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR sk'� O �� ti 23 INSTALL STORM DRAIN MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3013 1 EA BENCH HAND WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. M N NU NT w �iM75 L=4.5 MANHOLE FRAME AND COVER PER CITY OF FONTANA STD. PLAN NO.3008. VICINITY MAP Il. -REMOVAL D REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONU E TS,MO ME _ d E� �2 # 22 INSTALL 30 RCP 353 L.F. TIES AND BENCH MARKS, SHALL BE DONE BY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. jy��, 20 INSTALL 8" SCH 40 PVC DRAIN PIPE 205 L. F. N.T.S. THE Plan prepared by: MONUMENTS CONTRACTOR SHALL NOTIFY THE CANBE ESTABLIS ED FOR ENGINEER REEPPLACEMENTEK PRIOR OF THE MONUMENT. CONSTRUCTION SO THAT `TIES TO ' J N D Engineering. ASP #10-044 14730. FIRESTONE BLVD,#303 o (Q LA M I RADA, CA 92638 SHOULD CONSTRUCTION OF THE REQUIRED CITY O F FONTANA, CALIFORNIA BENCHMARK: BASIS OF BEARING (562)480-1477.. IMPROVEMENTS NOT COMMENCE WITHIN .TWO , STORM DRAIN IMPROVEMENT PLAN FD CHIZ TOP OF CURB ®N0. CURB RETURN N89'36'01 "E THE CENTER LINE OF VALLEY BOULEVARD " " C= YEARS OF THE DATE OF APPROVAL SHOWN HEREON LINE A �c B PROFILES Under the supervision Of ON ALDER AVE. ® DINE COR. OF INTERSECTION EAST OF PALMETTO AVENUE PER PARCEL MAP N0. AND CARRIED FORTH IN A DILIGENT MANNER, THE / 4765 BOOK 43 PAGES 56 & 57 OF PARCEL MAP, IN °�`"'" BY: VALLEY BOULEVARD SCALE: DIAL Two WORKING ALDER AVE. &VALLEY BLVD. � WA AS SHOWN BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE THE OFFICE OF COUNTY RECORDER of DESIGNED BY: BEL—AIR SWAPMEET OVERFLOW PARKING DATE: YOU DIG YOU DIG ��-_---1'_v3 X13-_-- ADJUSTD ELEV.: 1115.753 SAN BERNARDINO COUNTY. WA 07/25/13 TOLL FREE 1-800-227-2600 Jin Park, RCE 46075 Ex 12-31-14 REV. PLANS TO BRING THEM INTO CONFORMANCE WITH APPROVED BY. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT p REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. CHECKED BY: / DATE: DRAWING 1 JP INE R.C.E. 5115 NO.: 5032 1 H:\Belair\WES 2012-10-25\llbelair_overflow-parking42D5A.dwg Sep 02, 13 - 1:21pm I