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Home My WebLink About2212-1GENERAL NOTES I. - ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2- - CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3- STATIONING REFERS TO THE CENTERLJNES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4- CURVE DATA REFERS TO FACE .OF THE CURB. 5- ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FIN..iSH TO ALL ADJOINING CURBS AND SIDEWALKS. 6- IF EXISTING UTILITI ES OR OTHER FACILITIES CONFLICT WITH THE PROPOSE ,IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY' 7- ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF' STREETS, 6- EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 9- ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRIJc:TED 6"BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE BY PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE, 10- REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 1 1- THE CONTRACTOR (S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO,GAS,TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WAFER, SEWER,STORM DRAINAGE FLOOD CONTROL SYSTEMS, ETC. 12- AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA BASED ON THE AS BUILT INFORMATION SUPPLIED BY THE CONTRACTOR. 1 3 - ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES: 14- CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, SEE NOTE NO.I,AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNERS REPR ESENTATI VE. 1.5- STER ILANT REQUIRED UNDER ALL A.C. PAVEMENT 1 6 - NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, BY THE CITY OF FONTANA. 1 7 - ALL PIPE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN -OR NOT SHOWN ON THIS PLAN AND LOCATED WITH IN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BYOTHERS; IT SHALL BE THE CONTRACTORS RESPONSABI LITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18- WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 19- ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 20- ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 21- ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 22- BACKFILL MATERIALS TO HAVE A S.E. OF 30 ( MIN) AND MIN. COMPACTION OF 90 % PRIVATE ENGINEER'S NOTICETOCONTRACTOR THE .EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINE SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND CONSTRUCTION CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES a USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CITY t NOTE QUANTITIES SHOWN ARE FOR PERh�IT PURPOSES ONLY CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER -OF ANY APPARENT DISCREPANCIES IN ESTIMATES PRIOR TO 'COMMENCING CONSTRUCTION. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. STREET IMPROVEMENT UTILITY NOTIFICATIONS WATER: FONTANA WATER COMPANY 16803 SPRING STREET FONTANA, CA. 92338 (714) 822-2201. (CONTACT MR AL KROHN) SEWER: CITY OF FONTANA, ENGINEERING SERVICES 8353 SIERRA AVENUE FONTANA, CA. 92335 (714) 350-7610 (CONTACT PROJECT MANAGER) POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA. 92336 CONTACT MR. HAL STEWART (714) 35T-6231 GAS. THE GAS COMPANY P.O. BOX 3003, MAIL LOCATION 8031 REDLANDS, CA. 92373-0306 CONTACT MR. KEN SOVERNS (71.4) 335-7750, (800) 624-2497 TELEPHONE PACIFIC BELL 3073 ADAMS STREET RIVERSIDE, CA. 92504 CONTACT MR. TOM YORK (714) 359-2520 UNDERGROUND SERVICE ALERT. IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A ��PERMIT TO EXCAVATE � WILL BE VALID. FOR YOUR DIG ALERT I. D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. PLANS GENERAL NOTES CONTINUATION 23- ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 24= CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC ENGINEER. 25- CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. , 26- IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION bF WORK TO COMPLETION. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES I I tM QUANTITY D CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. DWG. 104 215 S. F 14 REMOVE EXISTING TREE 3 EA. 15 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF FONTANA STD. DWG. 102-C:---285 L,F. PAVING NOTES ACTUAL- THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTEDTO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES,DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING\ OR LEAVING IMPROVEMENTS. PAVEMENT SECTION$ SHOWN ARE M1 NIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS (" REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. cL•I � 3 cLi aj_ EXIST, IMPROVEMENT PER Li STREET IMPROVEMENT PLANS LJ U - TRACT N213325-2 FILE No 15.11 64 1 1 2' EXIST. GROUND 1220� 120' 12 LEVEL LINE — t VARIES g' LOPE VARIES 40.5� � 0.03 TO 0.24 1.88% TO 364% JOIN -4 /EX -WALK EX. CURB 5 I I I �LFT. _ 0.6�I EX. PAVEMENT/ 2 3 JOIN & FEATHER OVER EXISTING A.C. TYPICAL SECTION PLUMARIA DRIVE i 10' TYPICAL SECTION MILLER AVE. c� z 4� ! 0.5' VICINITY MAP,_ CONSTRUCTION NOTES AND ESTIMATED QUANTITIES` *SEE NOTE LEFT HAND SIDE, LOWER CORNER THIS SHEET 000F ITEM f QUANTITY I CONSTRUCT 4 1/2" MIN. A.C. OVER 12" COMPACTED NATIVE. SOIL (SEE PAVING NOTES) -31,700 S.F 2 �\ I, 315- L. F: DETAIL 101. -_ HIGHLAND AVENUE 3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD 105-A ROUTE 30 4 CONSTRUCT P.C.C. DRIVE APPROACH PER STANDAR( 102--C, AS MODIFIED w 5 SAWCUT EXIST A.C.TO NEAT CLEAN EDGE 0O L.F 6 INSTALL SIr)EWALK DRAIN PER CITY OF FONTANA STANDARD DETAIL w No,124-A (SEE SHEET 2) 72 L.F 7 CONSTRUCT BARRICADE PER CITY OF FONTANA STANDARD DETAIL 118 1 EA. 8 CONSTRUCT CURB RAMP PER STATE STANDARD 'PLAN NSP A63 :ASE G, SEE DETAIL A SHEET 2 1 E.A- 9 INSTALL 2� X6 REDWOOD HEADER PER STANDARD SPECIFICATIONS Q 10 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL 101, CURB FACE VARIES 7" TO 8" (SEE PLAN) 27 L F. BASELINE REMOVE EXISTING A.G. PAVEMENT 1500 S.F. 12 ROA NEW DRIVEWAY , PROJECT SITE— MILLER AVENUE Vq--PERIWINKLE DR. a W FOOTHILL BLVD w Q w w w w w ARROW HIGHWAY Q a Q a a Q U) Y Q O Y o = Q a U) D a W z w > 2 w W w �, J x - x w U J Z CD (n (� N SAN BERNARDINO AVENUE VICINITY MAP,_ CONSTRUCTION NOTES AND ESTIMATED QUANTITIES` �- - BEGONIA DR. D Q ' Q N z J w a. w M. W Z (n W D Z W Q W J J N.T. S.— - - - - -- N. T. S, U IFROM STA 4 + 40.77 TO STA. 9 + 97. 21 � FR 0 M STA. 1+ 5 0.20 TO STA. 7 + 02.75 T. . = . ES SHEET N2 3 Q _ T I. - 6.5 65 -;a•..-:`�i�. s1y, z INDEX M A P �y .��ir SCALE. I"= 150 CITY OF FONTANA, CALIFORNIA E.oFcn�`� REVISLON 5 ENGINEERING DIVISION BENCH MARK BL, ENGINEERING. INC. I EM DESCRIPTIONS APP'R DATE P DATE DRAWN BY. STREET IMPROVEMENT PLAN SCALE: CITY OF FONTANA NO. FWE 38 � A C AS INDi�ATLD CONSULTING CIVIL ENGINEER CHIS "d" SLY RIM TEL. M.H. #134407 2311 Hyferion Avenue DESIGNED BY. HEMLOCK ELEM. SCHOO DATE: Los Angeles, California 90027 45 N LY OF R.R. TRACK 0.1 MILE W LY Tel: (213 )6 -2173 H. S. OF HEMLOCK AVE. ELEV. 1289.09 B CHECKED BY. APPROVED BY DWG N° SHEET y-�- y3 3-zel-891E.'11 ��o H.S. C.L. �I I OF 3 Dafe.CITY ENGINEER R.C.E. 25126,1DATE II *SEE NOTE LEFT HAND SIDE, LOWER CORNER THIS SHEET ITEM f QUANTITY I CONSTRUCT 4 1/2" MIN. A.C. OVER 12" COMPACTED NATIVE. SOIL (SEE PAVING NOTES) -31,700 S.F 2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. I, 315- L. F: DETAIL 101. -_ 3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD 105-A -4,588 S.F. 4 CONSTRUCT P.C.C. DRIVE APPROACH PER STANDAR( 102--C, AS MODIFIED 1630 S.F. 5 SAWCUT EXIST A.C.TO NEAT CLEAN EDGE 0O L.F 6 INSTALL SIr)EWALK DRAIN PER CITY OF FONTANA STANDARD DETAIL No,124-A (SEE SHEET 2) 72 L.F 7 CONSTRUCT BARRICADE PER CITY OF FONTANA STANDARD DETAIL 118 1 EA. 8 CONSTRUCT CURB RAMP PER STATE STANDARD 'PLAN NSP A63 :ASE G, SEE DETAIL A SHEET 2 1 E.A- 9 INSTALL 2� X6 REDWOOD HEADER PER STANDARD SPECIFICATIONS 650 L.F 10 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL 101, CURB FACE VARIES 7" TO 8" (SEE PLAN) 27 L F. I I REMOVE EXISTING A.G. PAVEMENT 1500 S.F. 12 REMOVE NECESSARY PORTION OF EXISTING CURB 81 GUTTER TO C04NSTRUCT NEW DRIVEWAY , 4 L•F Vq--PERIWINKLE DR. �- - BEGONIA DR. D Q ' Q N z J w a. w M. W Z (n W D Z W Q W J J N.T. S.— - - - - -- N. T. S, U IFROM STA 4 + 40.77 TO STA. 9 + 97. 21 � FR 0 M STA. 1+ 5 0.20 TO STA. 7 + 02.75 T. . = . ES SHEET N2 3 Q _ T I. - 6.5 65 -;a•..-:`�i�. s1y, z INDEX M A P �y .��ir SCALE. I"= 150 CITY OF FONTANA, CALIFORNIA E.oFcn�`� REVISLON 5 ENGINEERING DIVISION BENCH MARK BL, ENGINEERING. INC. I EM DESCRIPTIONS APP'R DATE P DATE DRAWN BY. STREET IMPROVEMENT PLAN SCALE: CITY OF FONTANA NO. FWE 38 � A C AS INDi�ATLD CONSULTING CIVIL ENGINEER CHIS "d" SLY RIM TEL. M.H. #134407 2311 Hyferion Avenue DESIGNED BY. HEMLOCK ELEM. SCHOO DATE: Los Angeles, California 90027 45 N LY OF R.R. TRACK 0.1 MILE W LY Tel: (213 )6 -2173 H. S. OF HEMLOCK AVE. ELEV. 1289.09 B CHECKED BY. APPROVED BY DWG N° SHEET y-�- y3 3-zel-891E.'11 ��o H.S. C.L. �I I OF 3 Dafe.CITY ENGINEER R.C.E. 25126,1DATE II