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HomeMy WebLinkAbout5558-1 CITY OF FONTANA GENERAL NOTES FOR STREET IMPROVEMENT PLANS 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CITY OF FONTANA 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 8954 OLEANDER AVE .:.,..,.. 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 STREET IMPROVEMENT PLANS 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. Date ' tty:SOl 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. VICINITY MAP 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 2' 6" BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT GRIND 0.10' MIN. LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, EXISTING PAVEMENT AND DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY OVERLAY 0.10' MIN. SAWCUT AND REMOVE COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. EXISTING PAVEMENT 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE / // ,: 7 -- AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR - f{ - - - (L-) 4"\N-- - - i ' . / . _ VALVE OPERATION AND WATER REQUIREMENTS. / %` .'` / 13 CURVE DATA REFERS TO THE FACE OF CURB. j/ ' A' 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. / EXISTING PAVEMENTNEW PAVEMENT 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR DETAIL A TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE / N.T.S. PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. % 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS OLEANpER AVENUE 2+00 // OFFSITE CONSTRUCTION NOTE QUANTITIES 1+50 ° 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT ____________________ ___ _ _ _ _ _ _ NOD �2 3O W _ (BASIS OF BEARINGS)_ _ _ _ _ _ -----------7L------- _ _ _ _ _ _ _ 1 TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. ; _ _ CONSTRUCT 4 THICK CONC. SIDEWALK PER CITY STD 1006 174 SF 01)SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. - ---- _ -._-(E)/ GAS.- ___� /� ® CONSTRUCT DRIVEWAY PER CITY STD 1002 MODIFIED PER PLAN 93 SF THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO :r fv, %� ` / A 'r l'.- ,9 , 3 CONSTRUCT 8" CURB & GUTTER PER CITY 1000 9 LF MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. SMH ``.J f / �.,-_ - -�: _ _ - SMH -`'- 4 SAWCUT 2' BEYOND & REMOVE EXIST. CURB & GUTTER AND/OR SIDEWALK 35 LF 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A Nip- / ,� W 16 X-4 O '' '�/ 5 JOIN EXIST. CONTRACTOR TO VERIFY ELEVATION PRIOR TO ANY CONSTRUCTION MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS /6)ii. ' c,_, _, ©�© 0O / O AND EMERGENCY VEHICLES. �y7-, -,:),i1/ ` ,/ ~`` `` �-, >-. i ')� ,, yo CO = �-,� • ', 6 CONSTRUCT LANDSCAPE PER ARCHITECTURAL PLAN �.. d' /-).. \.cam;; 4 J. < 7 r 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING *�j,-.-:sry`,rI' '- ,�'it 5. . . _ /� •N o �N <-?�, .QS-`` ?) �-, 0 �_ -.� s_', >c,�'J / 7s: '�,9� 7 CONSTRUCT SEWER SADDLE TO SEWER MAIN PER CITY STD 2008 1 EA ADEQUATE WATERING, AT ALL TIMES. . 'c--;;.N,; I,,I�, 'C' cv / `�� cv CNA A- i`i l >>` C, __ 1.25% /` �. 8 CONSTRUCT 4" VCP SEWER LATERAL, CLEAN OUT, AND CLEAN OUT 50 LF (INCLUDING ON-SITE) 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES ... , i,. / _ 1 EA (CLEAN OUT AND < / - / 1.2,1%- -- 'e: .4 PER HOUR. -- - - -. BOX PER CITY STD 2005 BOX) _ --- ----- - _ ---- -- ----- --------- CO WALKWAY_. 5 � 00 9 CONSTRUCT TRENCH AND BEDDING REPAIR PER CITY STD 1008 48 SF 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED CONC. WALKWAY 9 0 I / -t- �� SIGN 12 .98FS 2 _01 - • / 12,,„.81 » ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT N --'9-� �� 0 ;�- 10 CONSTRUCT 4.5 A.C. MIN OVER 12 AT 95% COMPACTED NATIVE SUBGRADE PER 108 SF - --- --- ---- ---- - --- --- ----- -------� � ~��EjP P 0 REMAIN ------ ---- CITY STD 401 PRIOR WRITTEN APPROVAL. 1-22'-___1 O1 _-_-_-�-� 120 81 FS » » 0 ^ �, ! 0 220.88FS 11 GRIND AND OVERLAY 0.10 MIN A.C. PER DETAIL A 63 SF 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. �� , ,,�,h. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE 1221.06FS ,T fit_... - --- -- -'2/ /8F REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED ,SOO°12 '30'€' ®\`-_-- 1220.89FS DENSITY IS OBTAINED. IV.--//,c, �, i —PL_—__-__-__-__,__-_____ -- 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 63. 00 : - �! ) IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY 7, �j / .,0_,��� 6 PVC NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. I ;/* S,p.005 >. �, 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF / , / a I -, - �_ __ -m=-- _ - _ -_ RETAINING WALL SMH SANITARY SEWAGE MANHOLE CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ,o ° - - CENTER LINE SS STREET SIGN/STOP SIGN 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING SEE GRADING PLAN FOR ONSITE GRADING ++ >- SEE LINE SDCB STORM DRAIN CATCH BASIN CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S” IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER a J� X x WROUGHT IRON FENCE SDMH STORM DRAIN MAN HOLE LATERAL. v' © SGN SIGN 0 0 0 0 o WOODEN FENCE 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTEDGAS LINE TC TOP OF CURB AND APPROVED. —G G TW TOP OF WALL 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. —S S SEWER LINE TE TRASH ENCLOSURE 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. —w W WATER LINE TF TOP OF FOOTING 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE AC ASPHALT CONCRETE WB WATER BIB CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. BW BACK OF WALK/BOTTOM WALL WM WATER METER 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS B BOLLARD WV WATER VALVE SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR CB CATCH BASIN 100.00) RECORD DISTANCE APPROVAL UPON COMPLETION OF ROUGH GRADING. 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE CL CENTERLINE MEASURED DISTANCE PAVING CONTRACTOR UPON COMPLETION OF PAVING. CLF CHAIN LINK FENCE CALCULATED DISTANCE 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, CV CONTROL VALVE LIGHT STD AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. CONC. CONCRETE 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY -0- POWER POLE THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. DI DRAINAGE INLET 36 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL DO DRAINAGE OUTLET SIGN PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DR DOOR ; ! CATCH BASIN UTILITY CONTACTS DRWY DRIVEWAY ��i DS DOWNSPOUT o SSMH (SANITARY SEWER MAN HOLE) EB ELECTRIC BOX ,,`� / OR UTILITY MAN HOLE THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A EP EDGE OF PAVEMENT TREE MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION li*, ET ELECTRIC TRANSFORMER -t,_ .: ,?;: AT&T (510) 645-2929 �` E;,;,, EV ELECTRIC VAULT i `,� CITY OF FONTANA (909) 350-7610 FL FLOW LINE /-,� /f;`j PALM TIME WARNER CABLE (909) 975-3398 FH FIRE HYDRANT ? ',��a� SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7583 FP FLAGPOLE BUSH FONTANA WATER COMPANY (909) 201 -7333 FS FINISH SURFACE SOUTHERN CALIFORNIA EDISON COMPANY (909) 928-8270 GM GAS METER -� FIRE HYDRANT INLAND EMPIRE UTILITIES AGENCY (909) 993-1600 LS LANDSCAPE -\ - -; STREET LIGHT LP LIGHT POLE /� ( MH MANHOLE MB MAIL BOX PL PROPERTY LINE 0 10' 20' 30' PP POWER POLE PB PULL BOX Scale 1" = 10' pA REV REVISIONS PREPARED FOR: BENCHMARK: CITY OF FONTANA, CALIFORNIA Z e U T SHOULD CONSTRUCTION OF REQUIRED F SEWER PACIFIC GEOTECH, INC _ r_ �_ � _ IMPROVEMENTS NOT COMMENCE WITHIN TEMPORARY BENCH MARK LID 0 � \ ONSITE STREET IMPROVEMENT PLANS DIAMOND HILLS INVESTMENT, INC. MANHOLE SHOWN ON LOCATED ON 15038 CLARK AVE • _,ate TWO YEARS OF THE DATE OF APPROVAL 21015 PATHFINDER RD, SUITE 105 OLEANDER AVE 186 FT NORTH OF THE HACIENDA HEIGHTS, CA 91745 i;z� - f� DRAWN BY: NEW RESIDENCE SCALE. ,� SHOWN HEREON AND CARRIED FORTH IN A DIAMOND BAR, CA 91765 PROPERTY ELEVATION OF LID = 1223.31 TEL (626) 279-5061, FAX (626) 279-5062 ;ry • V„,'h. ,_ =�= JP AS NOTED DIAL - I WO WORKING DILIGENT MANNER. THE CITY ENGINEER MAY TEL (909) 860-2234 EXT 222 8954 OLEANDER AVE ATTN: ASIF MUSAVVIR BASIS OF BEARING: DESIGNED BY: FONTANA, CA DATE: BEFORE ..,,0 I► JDAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO BRING THE CENTERLINE OF OLEANDER AVE �`1-7 JP NOVEMBER, 2016 YOU DIG w YOU DIG THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 BEARING N00 12 30 W PER PM N0. Ifig ,�,, CHECKED BY: PRfA/ED Jai it30.(0DRAWING NO.: '�CONDITIONS AND STANDARDS IN EFFECT 3802 BOOK 35/28 WAS USED AS BASIS JIRAYUS PUKKAN T, E 73728 JP 4/ / / DATE A PUBUC SERVICE BY - _ UNDERGROUND SERVICE ALERT OF BEARING. \ :=- CITY ENGINEER R.C.E. 51152 55581