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HomeMy WebLinkAbout1995-1j JO JERNARDINO MAr A 13 199M VlArIONS I. CENTrExt-14F rc ropm or cug�5 orp Top, DPW PAVM*� fol- rot-OWLINis ow oAcK Or WALX CNN. 14-1 cw%( t7Xtvx;WAY. W w / vortol fe/W )rjGHT v?v V44 Y tA.C., A45FvNA1_7"` CONCK-M-rAw- C, At Ok CICLISHa a 5OUTHC-PJ C��WMOKPIA G^S GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC I14PROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE CITY STANDARD SPECIFICATIONSP PUBLIC WORKS DEPARTMENTF CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. EXCAVATION AND CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. 4 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND CONSTRUCTION OPERATIONS. 5. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEERING MAY REQUIRE TEMPORARY GUNTTE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 7. STERILANT REQUIRED UNDER ALL AC PAVEMENT. So ALL PAVEMENT OR CONCRETE REMOVALS SHALL BE SAW CUT. PAVEMENT NOTES 1. THE CITY PUBLIC WORKS INSPECTOR 14AY REQUIRE AT HIS/HER OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A GEOTECHNICAL ENGINEERING REPORT, FOR STRUCTURAL STREET SECTIONS, FOR VERIFICATION OF A PROPER THICKNESS. 2. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. I PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITEDTO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT$ EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE,BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEP-r THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. REV. IDATE x W410ften" Piano or LExpanow Jew,* y Add 64 Bars _T Typical Si#*Weft Diawally Amurd I L ac a tm'" mamole rame >0 I IL _j I x Q jo Typical Ploonfarcol z rill With so* Stool Plate Concrete As Part CWV 13 or of Curb Pow Irace of Curlb Back of Curb SL Gutter FL Gutter IrL looc-Ir I od*Cjr N.- 0 Z I I g"C F. I � I E I ponstap Joist -*%Lip of Outter `401 T ?I- do *8 2 0. 73 A) A verioe 1. 7 A (9'- 0) see Pwo Limits of 01schorge Strvctvrt PLA�L scale. i's 3107 Sidewalk 2" min. parkway Type M~o Fraos 8 Covw W -lir Stool Plate Cmrb Clear' Clear. Alhambra rourdry OA -i530 or Equal (Bitw*mn ftrood) Bar- Alhambra _.00-04 *12"O.C. 06" O.C. "Fou"*y-3904 r Equal Q30 %(Min.)& y - 3" SECTION Y -Y "�--,3 - v4 As Showin --'*'j4 e 12 '1 Q Q IsTypicol DimAnsions scale; 1" 2 31(f In Section X_x If "A" Equals j so so " 9" Equals j&16 - - 8"110 - -50 W -I j r c. Standed Cur$ a awflor 4 %4rb 0061we Standord J FL Curb 19 Gutter CNN. 14-1 Blocs fal"Cr 100CF Transition 4 012 Ck C. 4 to 100cr 6 6 10 C.F to ec-or 0. 4 1.0 0 4 As Shows Distance verwas 01stame Vorlse SECTION X - 01ETAIL of CURB FACE TRANSITION NOTkS; he Se of 0 LFloor of Sirweture Sboll Be Olvain A Stool Travel Finish. Z.Cancrote Shell Be Close AO(G Seeks Fortl&W Comsat Per CoNg Yard). &Too of Structure Shell Slope Towords Curb At 1/44 PW F"t ( M041ftr9d TO C b.) CITY of FONTANA, CALIFORNIA DISCHARGE STRLCTURE DESCRIPTION DATE 899CF I F'771 00rJ-C of arm STD. C"ek" 9 TAL 124 006 MAVS ul" . P M. NO. 13676 PLANS PREPARED BY: CITY OF FONTANA, CALIFORNIA LTI CIVIL To R A N S I N C a 0010 <1 PUBLIC WORKS DEPARTMENT Scale 2- Drawn by PALMETTO AVENUE No, 32779 AS SHOWN 4EGTNEERTNG, PLANNING. SURVEYING FROM 322' N/0 VALLEY BLVD. Designed by Date 21308 Pathfinder Road, Suite 104 1,�, NX, TO 6 /0 VALLE�Y D. Diamond Bar. California 91765 I)F C�o�', Chocked by Dwg No. (714) 396-1131 J -A - I Approved FN :, - 1�)05 D�?