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Home My WebLink About5829-1�Ij \I./ Q � Q Q � j o SITE Q � ` v SL0VER A VE. SANTA ANA A VE 1/ICINITYMAP NOT TO SCALE 0WIVER/APPLICANT SLOVER INDUSTRIAL PARTNERS, LP 48 TESLA IRVINE,, CA 92618 TEL: (949) 367-7426 ATTN.- MR. DAN ADAMS ENGINEER SDH & ASSOCIATES, INC 5225 CANYON CREST DRIVE 71439 RIVERSIDE, CA. 92507 VOICE (951) 683-3691 FAX.- (951) 788-2314 ARCHITECT HPA ARCHITECTS 18831 BARDEEN AVE,, STE.. 100 IRVINE, CA 92612 VOICE- (949) 863--1770 UTILITYPURVEYORS WATER TER ..................... WATER CO. GAS ..........................SO. CAL/F. GAS ELECTR/C.4L..............SOUTHERN CA ED/SON SEWER ..................... CITY OF FONTANA Ac/-'%Acn/n L. P. - LOW POINT H. P. - HIGH POINT F. S. - FINISHED SURFACE F. G. - FINISHED GRADE F. L. - FLOW LINE 0. G. - ORIGINAL GROUND EXIST. - EXISTING P. E. - PAD ELEVATION G.B. - GRADE BREAK O- CONSTRUCTION NOTE 0 - STEM WALL DEPTH --- RIGHT OF WAY — CENTERLINE CURB AND GUTTER 1280 EXISTING CONTOUR — — PROPERTY LINE EDGE OF PAVEMENT SLOPE EX PAVING A. C. PAVING � M EXISTING METSR f / H R EXISTING FIRE HYDRANT SO EXISTING SIGN / ❑ O EXISTING MISCELLANEOUS UTILITY 0 EXISTING STREET LIGHT o V EXISTING VAL VE M H EXISTING MANHOLE 0 9 _ ME MR am ME ME 9 1 J-11. '7- - Af f 7,4, Pie e 2 Ir IN THE CITY OF FONTANq, COUNTY OF SAN BERNrlROINO, STATE OF CALIFORNIA. SL O VE, R IND[ISTR/AL CENTER CA TA WBA A VENUE STREET IMPR 0 VEMEN T PLANS ✓UNE2019 � _ .-ss ... _, _ .... ..:.-_ r..<. »..t. a. ��> y" .. -w<r _ .... P _-- 7' _ CA TA WBA A VE ME MR am rs _ R w m oIM sm Imm mm mmam MEWE amam, Mom: @ME am mmum Em Emwe_ mLmeg m_w mm ME ME w-m mm Mimi Im m SHEET INDEX SHEET 1: TITLE SHEET SHEET 2.• CATAWBA AVE. PLAN & PROFILE SHEET 3.• SLOVER AVE.. PLAN SHEET 4.• CATAWBA AVE.. CROSS SECTIONS CONSTRUCTIONNOTE745 ® CONSTRUCT 6.5" FULL DEPTH A. C. MA TCH UP PA WING ................................... 132 S.F. 0 CONSTRUCT 4.5" A. C. OVER 3" C.A.B. PER SOILS REPORT ........................... 8, 436 S.F. Q CONSTRUCT 8" CURB & GUTTER PER CITY STD. 1000.................................. 372 L. F. ® CONSTRUCT COMMERCIAL DRI WEWA Y (MODIFIED) APPROACH PER CITY STD. 1002................................................................................................ 1, 372 S.F. O5 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. 403 ............................. 1, 037 S.F. CONSTRUCT STREET LIGHT PER DWG. NO. 5829 L T........................................ 3 EA. O7 CONSTRUCT HANDICAP RAMP PER CITY STD 1003........................................ 1 EA. ® CONSTRUCT R/W ADJACENT SIDEWALK PER CITY STD 1006 ....................... 4, 337 S. F ® SA WCUT & REMOVE EXISTING PA VEMENT....................................................... 5,719 S.F. 10 CONSTRUCT 6" P. CC CONCRETE................................................................... 230 S.F. 11 GRIND & OVERLAY EX. A.C. PER DETAIL A' ON SHEET 4 .......................... 2,050 S.F 12 CONSTRUCT 2" X 4" REDWOOD HEADER A T EDGE OF PA VEMENT...................... 52 L. F. 1� CONSTRUCT 8" PCC CURB PER CITY STD. 1000............................................... 22 L. F. 0 20 40 80 120 160 SCALE 1 "=40' W'L Y TYPICAL SECTION CA TA WBA A VE. NOT TO SCALE T.1. = 6.5 R- VALUE= 50 REMOVE EX. PA VEMENT ON WESTERL Y HALF OF CENTERLINE GENERAL NOTES FOR STREET IMPROVEMENT PLANS 1 ALL WORK SHALL BE 1N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE 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 "GREFN BOOK" THE CONTRACTOR SHALL 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 CONSTRUCT/ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PR/OR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL SE 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 EDIT/ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 /T 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. 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET 1N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF /NDUSTR/AL 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 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 EX/STING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A T 1-800-227-2600 TWO WORKING DA YS BEFORE EXCA VA TION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE; ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PR/OR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 13 CURVE DATA REFERS TO THE FACE OF CURB. 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCT/ON CONTROL STAKING DURING CONSTRUCT/ON. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PR/OR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EX/STING SURVEYCONTROL, 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 PR/OR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCT/ON AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REWIRED DENSITY SHALL REWIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SHALES ENTERING OR LEAVING IMPROVEMENTS. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO PAVING OF STREETS 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 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 OF ROUGH GRADING. 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 THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAINING. 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. MCN18-074 REV. REVISION DESCRIPTION DATE ENGR. DATE CITY PREPARED FOR: BASIS OF BEARINGS: PREPARED BY: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED CEMFRL/NE OF SLOI�ER AI�ENUE NORTH 89'45:31- SDHI SDH AND ASSOCIATES INC. QROfESS/pN IMPROVEMENTS NOT COMMENCE WITHIN EAST, AS SHOWN ON RECORDS OF SURREY BOOK 68, 5225 CANYON CREST DRIVE 71439 �F� (', VqN q� F STREET IMPROVEMENT PLAN e TWO YEARS OF THE DATE OF APPROVAL 2507 CORNERSTONE �PjgjE COUNTY RECORDER OF SAN BERNARD/NO Gq OF Riverside, 683-36919FAX (951) 788-2314 cn m� Z nvN,VM,n��n �NHN+�w�vwww�nMn SHOWN HEREON AND CARRIED FORTH IN A � � No. 62325 m ��" BY.- . CATAWBA AVENUE SCALE. NOTED D)- DIAL TWO WORKING DILIGENT MANNER, THE CINENGINEER MAY INDUSTRIAL BENCHMARK INCO .�'c m Exp. � � DESIGNED BY: � DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO PARTNERS �— ��2 ��' W/ /LLEGBLE TAG F«SH p _ S.S. OV(#V�,. TO N LY YOU DIG U YOU DIG BRING THEM INTO CONFORMANCE WITH LOCATED AT THE /NTERSECT/ON OF SLOIiER `��1(-- C�� 7 19 Jr9 ��y�� a��' AP p TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT At�ENUE AND CATAW.4B.4 AI�ENUE. ROBERT VAN ZANT 62325 DATE TF. of CA`\F�Q� CHECKED BY: DAB: 0 ops I DRAWING NO.: � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1062.20' (expires 9/30/2019) R.V.Z. CITY ENGINEER R.C.E. 51152 5829 4