Loading...
HomeMy WebLinkAbout3024-1fRAc7r MAP NO. 16074 9-1, 1If:FF l /M,F"F';���LEM,FNI f"L�N� STREET IMPROVEMENT NO TES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS (FlPfAqSiff 2) CONSTRUCTIONS ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN 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 CONTRACTORS SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS FOR RESOLUTION. 7 8 21 22 35 36 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 DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. s I s 20 I 23 34 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 5 THE CONTRACTORS SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 4 PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST U NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 3 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS INDEX A A P 2 OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTORS SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR SCALE 1" = 200' 1 TC DIVISION OF INDUSTRIAL 10 19 11 18 12 17 13 16 14 15 24 33 25 32 26 31 27 30 28 29 TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STA T SAFETY. �— � 3TF�ET 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE SHEET' 4 GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO 47 THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 59 TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 61 73 67 GROUND MOVEMENT. 111 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUTPROPOSEDSCHOOL 102 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. FUTURE TRACT "V4 W DovLopmew u 384 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 45 HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, 49 THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER v PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND 90 89 SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 71 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, 8" CURB AND GUTTER BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, 2,402 LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD ® CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 PRIOR TO WORK AROUND THEIR FACILITIES. S.F. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT CONSTRUCT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE PER CITY OF FONTANA STD. NO. 1006 APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. EA. 37 38 39 40 U 41 42 N :2 SANTA ANA AVENUE / 4 46 47 48 59 60 61 73 67 112 111 101 102 103 104 72 45 107 49 58 v 91 90 89 62 71 CONSTRUCT 44 50E56 43 U �:1 W LANE m 52 55 Z 142 53 54 63 70 64 69 65 68 66 67 141 BARK 140 139 138 137 136 135 134 133 132 131 121 122 123 124 125 126 127 128 129 130 LILAC STREET 74 75 120 119 118 117 116 115 114 1113 112 111 101 102 103 104 105 106 107 108 109 110 88 13 CURVE DATA REFERS TO THE FACE OF CURB. CONSTRUCTION NOTES & QUANTITY ESTIMATE 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINf`ER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR. LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. NO. ITEM TO BE CONSTRUCTED ❑R INSTALLED QUANTITY UNIT O1 CONSTRUCT 6.5" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL A.C. 4,221 TONS 108,230 100 99 98 97 96 95 94 93 92 91 90 89 13 CURVE DATA REFERS TO THE FACE OF CURB. CONSTRUCTION NOTES & QUANTITY ESTIMATE 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINf`ER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR. LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. NO. ITEM TO BE CONSTRUCTED ❑R INSTALLED QUANTITY UNIT O1 CONSTRUCT 6.5" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL A.C. 4,221 TONS 108,230 S.F. 19 (SEE GENERAL NOTES 31 & 32) GAS FL - SOUTHERN CALIFORNIA GAS CO. O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 2,942 L.F. O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 2,402 L.F. ® CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 29,300 S.F. O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 14 EA. © CONSTRUCT CROSS GUTTER (W=10').PER CITY OF FONTANA STD. 104 4,562 S.F. 30 TRANSITION FROM' 11 PCC 23 - 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUS I NESS AT ALL SOUTHERN CALIFORNIA EDISON CO. ® REMOVE C� �Gv26, 6u TTEK + SI DEulALx 300 N. PEPPER AVE. TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION RIALTO, CA 92376 UNDERGROUND: (909) 357-6233 0 REMovE TRANSMISSIONS: (909) 875-5100 AREA FOR RES I DENTS AND EMERGENCY VEHICLES. PIPELINES: (213) 657-1233 (909) 350-6632 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, GAS FL - SOUTHERN CALIFORNIA GAS CO. INCLUDING ADEQUATE WATERING, AT ALL TIMES. 1981 LUGONIA AVE. 1205 DUPONT AVE 20 ALL GRADING OPERATIONS BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 ATTN: JOHN OATES (909) 390-4738 EMERGENCIES: (800) 427-2200 MILES PER HOUR. WATER PACIFIC BELL 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE WATER DISTRICT ANAHEIM, CA. 92807 855 WEST BASELINE, P.O. BOX 920 DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING RIALTO, CALIFORNIA 92377-0920 ATTN: DELIA LERMA CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. STREET IMPROVEMENT NOTES CONTINUED 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL PLACEMENT. THE SPECIFIED DENSITY IS OBTAINED. 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING OF ROUGH GRADING. STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 33 ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY THE SEWER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS PLACED, INSPECTED AND APPROVED. AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, OF STREETS. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. O D-"0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 2 RECORD DRAWING (ZEMoVE ewe, GUTTER, SIDFiJAUC-,A.C,P1 J8AisJT; STkEETI LIGHTS. (1000,7- L. F, 20, 400 S, F. NOTICE TO CONTRACTOR 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. TE ENGR. CIT DATE BENCH MARK: BASIS OF BEARINGS: 9 THE BEARINGS HEREON ARE SHOULD CONSTRUCTION OF TIE REQUIRED I IMPROVEMENTS NOT COMMENCE WITHIN TWO EL = 1077.40 BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN CHISELED BOX IN AS NORTH 89'03'21" EAST SON AND CARRIED FORTH IN A PER PARCEL MAP N0. EASTERLY TOP CURB, DILIGENT MANNER, THE CITY ENG INEER TAMARIND AVE.; 60' 12195, P.M.B.158/28-40; CT., FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO TW PLANS TO SOUTH OF TAMARIND 500' SOUTH OF C MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH BEEN ROTATED CLOCKWISE 0'00'39" TO NORTH CONDITIONS APD STANDARDS IN EFFECT. 89'04'00" EAST. w D Z w a Lu No.63494 s Exp' Sept. 30, 200 OF C OWNER FORECAST HOMES 3750 BEDFORD CANYON RD. CORONA, CA 91719 (909) 738-8610 UTILITY CONTACTS VICINITY MAP NOT TO SCALE R/W64' R/W 12' 20' 20' 12' 5' 5' I o S/w-02 01' 2 s/W ' 2.OX 2.0% I 2.0% 11' - x 12' I . 5' 2.0% RECO ENNEER: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. SEWER 300 N. PEPPER AVE. CITY OF FONTANA RIALTO, CA 92376 UNDERGROUND: (909) 357-6233 8353 SIERRA AVENUE TRANSMISSIONS: (909) 875-5100 P.O. BOX 518 FONTANA, CA 92335 PIPELINES: (213) 657-1233 (909) 350-6632 DISTRIBUTION: (909) 357-6233 ATTN: CARLOS NAVARRO GAS FL - SOUTHERN CALIFORNIA GAS CO. COMCAST CABLEVISION 1981 LUGONIA AVE. 1205 DUPONT AVE REDLANDS, CA. 92374 ONTARIO, CA 91761 ATTN: JOHN OATES (909) 390-4738 EMERGENCIES: (800) 427-2200 CONTACT: JACK HAYES WATER PACIFIC BELL WEST SAN BERNARDINO COUNTY 4025 LA PALMA STREET WATER DISTRICT ANAHEIM, CA. 92807 855 WEST BASELINE, P.O. BOX 920 (714) 237-6146 RIALTO, CALIFORNIA 92377-0920 ATTN: DELIA LERMA (909) 875-1804 64' LOCAL STREET SCALE. 1" = 10' SILK STREET AND TORREYPINE STREET TI=5.50 68' R/W 22' 22' 12' 5' I 3 s/w 0.12' i 2.0% 1 I 2.0% 2.0% 68' COLLECTOR STREET SCALE 1" = 10' MAHOGANY DRIVE TI=6.50 LEGEND STOP SIGN + STREET NAME SIGI' o STREET LIGHT, SE STREET LIGHT PL) Q TREE — - - — TRACT BOUNDARY ® PERIMETER WALL FL - FLOW LINE EG - EXISTING GRADE FS - FINISHED SURFAC TD - TOP OF DIKE TC - TOP OF CURB VIF - VERIFY IN FIELD GB - GRADE BREAK CF - CURB FACE E v E ! � 3 0 0 SHEET INDEX SHT. 1 GENERAL NOTES, VICINITY MAP, INDEX MAP - TYPICAL SECTIONS, AND QUANTITY EST. w V) STREET IMPROVEMENT PLAINS i SHT. 2 MAHOGANY DRIVE SHT. 3 SILK STREET, TORREYPINE STREET c° �I SHT. 4 TORREYPINE STREET, MAHOGANY DRIVE w w PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA J%t fESS10N,, Q STREET IMPROVEMENT PLANS FOR 3 V "I rl �s TRACT 16074 (PHASE 2) r �' r ■ ■ ■ 27555 YNEZ ROAD, SLJrrE 400 y s TEAAEcur4, CALIFORNIA 92591-4679 DRAWN BY: SCALE: ano Clewal Notes, A ft AS SHOWN 0 N0.43090 CONSULTING .676.8042 ■ FAX 909.676.7240 • www.PSF.com RJB 0 Exp. 3/31/04 JOB NUMBER ;o PREPARED DER TES P 7RVISION OF: DESIGNEMCH 15-1 57 a D DRAWING NO. 1 Q lF OF C A``Eo DATE: 7 a( CHECKED B 3D24 4 i MICHAEL A. TY MAN CE NO. 43090 EXP. 3-31-04 �C�'1 MAT1, 6. DATE: _