SU0003189 - Laserfiche WebLink

Home Browse Search

GENERAL NOTES+ LAt4ffR5 ROAD 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH COUNTY Of F SAN JOAQUIN STANDARD SPECIFICATIONS AND PLANS. 1984 EDITION. AND ALL { 1� I AMENDMENTS THERETO TO DATE. ALL WORK SHALL BE DONE UNDER THE THE any 1 o INSPECTION OF THE COUNTY Of SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS OR �ry o[mANr ROAD BUILDING DEPARTMENT. Qj h 2. ELEVATIONS SHOWN ARE COUNTY Of SAN JOAQUIN CU5G5) DATUM. BENCH MARK IS .'.S TAPER TO • 2,1 �, TAPER TO R • 2'1 3.0 SITE SHOWN. 3.0 N 89'52'48' f 618.09 ( �- 3. DRAWING NUMBERS SHOWN ON PLAN REFER TO COUNTY Of SAN JOAQUIN STANDA^: i _ 3 DETAILS. T -T- -Y :3- 0 0 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL _ EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE 5 CONST. POND - DAMAGED BY THE CONTRACTOR. SHALL BE REPLACED AT HIS EXPENSE. N A 5. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERM17 FROM THE COUNTY OF SAN POND CAPACITY INCLUDING ORCHES = 36.000 Cf �2SP �8 f JOAQUIN PUBLIC WORKS DEPARTMENT. AND SHALL NOTIFY COUNTY 24 HOURS IN RLQUFRD POND CAPACITY = 35.100 Gf _ ADVANCE OF PERFORMING ANY WORK REQUIRED WITHIN THE PUBLIC RIGHT-OF-WAY. 3_0 G. WORK IN STREET RIGHT-Of-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE O' 30 3.0 1.5 THE COUNTY Of SAN JOAQUIN PUBLIC WORKS DEPARTMENT. 7. THE CONTRACTOR SHALL CONTACT WALT NICHOLS AT 944-8279 OF THE COUNTY OF m I GRANT tiff ROAD SAN JOAQUIN FOR A PREGONSTRUGTION CONFERENCE. - - -- -- 8. BLANK - - - - - -- - }-5�.4' CONST. 55 CLEANOUT I 9. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM 7 . I THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. s ; I VICINITY MAP 32 - - {-- 32 I NO scat£ 10. THE PRICE BID FOR THI5 WORK SHALL INCLUDE THE COST FOR ANY AND ALL O I INST! L 16c0 CAI. SfPTIG 2_ I O PERMITS REQUIRED 70 GOMPLETE THE PROJECT WORK. 1 q 11. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER TANK W'TH 390' LfAGUi, LINOSa0 AND THE ENGINEER DO NOT AGGEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR s I TO COMMENCING ANY WORK.I7 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO O s 11.7 11.7 LOGA7E THE EX15TING MAIN AND SERVICE LINES. •� GRAV �"` 41 12. PAYMENT FOR PAVEMENT WILL BE MADE ONLY fOR AREAS SHOWN ON THE PLANS 'RAST ENGLOSURC - I O 5 = 14 p ULr ^ REPLACEMENT Of PAVEMENT WHICH 15 BROKEN OR GUT IN THE INSTALLATION OF THE SLC DFTAd � �R� c A' BENCH MARK' x WORK COVERED IN THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE Of SAID 3 �_ 7 ( RAILROAD SPK£ M OWER POLE ti') n 3 IN 51 Ali 25' 12' CM - P �Ut ELEVATION 4.00 (U.5.G.5. DATUM) ti AREAS. SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE Of PAVEMENT, AND TAPER TO R • 2,1 � �iy 0117571,10 D E I NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Rf5PON5I5ILTY ry - fr w OO I FOR J055ITE CONDITIONS DURING THE COURSE Of CONSTRUCTION OF THIS PROJECT. c} _ 1.7 1.9 O INCLUDING SAFETY OF ALL PERSONS AND PROPERTY . THAT THIS REQUIREMENT r, LN5TALL 25' 2 L, o 5GALE 1'=40 SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND O op °� 1►P� 1 f� o SI54 1YP_DE SLOPE 00 DEC. 1993 THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS fORM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN 0. I yy. Y00 t Env. 12.0 r CONNECTION WITH THE PERFORMANCE Of WORK ON THIS PROJECT. EXCEPTING FOR Z sI 6 ( a5 f tom. IZ5 I I LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. pY -- - 14. WE CALL YOUR ATTENTION TO, SECTION 1540Ca)CI) OF THE CONSTRUCTION CON51. V-DITCt fc� - 6O I SAFETY ORDERS CTITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540). DRAINAGE ATS = . ,J2 11.7 11.7 ISSUED 8Y THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS. BOARD PURSUANT 0RAM U GONC GRAV ( TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT Of 1973. AS CTYPIG6 ov---valu I, j ear AMENDED. WHICH STATES, 'PRIOR TO OPENING AN EXCAVATION. EFFORT SMALL BE k MADE TO DETERMINE WHETHER UNDERGROUND NSTALLATIONS, I.E.. SEWER. WATER. el TAPER TOR ADSJE FUEL. ELECTRIC LINES. ETC.. WILL BE ENCOUNTERED AND. If 50. WHERE SUCH 2.6 3.5 DITCH 24 3-5 tJ UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROAGHf 5 THE APPROXIMATE LOCATION OF SUCH INSTALLATION. THE EXACT LOCATION SHALL EXISTING WELL �� I BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING, AND WHEN IT IS !L• UNCOVERED. ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING TAPER TO ROADSIDE - 3 �� j NST„ 3 2.0 ELATION. ALL KNOWN OWNERS OF UNDERGROUND fAGILITIfS IN THE 3.5 r 2. e k AREA CONCERNED SHALL BE ADVISED Of PROPOSED WORK AT LEAST 48 HOURS DITCH 2:1 22 _ - - - POND CALCULATIONS+ PRIOR TO THE START Of ACTUAL EXCAVATION.' - -- - --- -- 89'53'0]0'- W -- �, 588.09 -- - - ---- -_-' �- - 5 - - CONSTRUCTION STAKING+ INSTALL 25' 12' GMP POND BASIN 25536 5F X 1.00 X 026 = 6.64S [3MANY - ROAD = 499 SF X 0.95 X 026 = 124 1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED PAVING THE PLAN, THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT I -_- ------ - - ROOF = 3.600 5F X 0.80 X O.26 = 749 OF THE PLANS. If NECESSARY. THIS NOTE GIVES FORMAL NOTICE THAT THE FIRE i OF WONG ENGINEERS. INC.. CANNOT AND WILL NOT. TAKE RESPONSIBILITY FOR COMP. EARTH = 11273 Sf X 0.75 X 026 = 2.198 ERRORS OR OMISSIONS. If ANY. WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN PROPERTY LINE AVOIDED OR DETECTED AND/OR CORRECTED AND MITIGATED HAD WONG ENGINEERS. I' SAH)pAQUINCOUNFTpUBM�KSDEPARTMI r _ INC.. PERFORMED THE CONSTRUCTION STAKING WORK. nApnoVFyFMPLANAppRww LANDSCAPE = 150.756 5F X 0.20 X 026 - 7.839 2. ALL REFERENCES TO CONTRACTOR SHALL MEAN GONTRAGTOR fOR 51TEWORK SHOWN ON SIGNAGE 51DE SLOPE 2.1 MAX Sro..... l p ONSREC� COM. DO OR OPEN SUBTOTAL = 17.550 THESE CIVIL PLANS ONLY. ptrauc�o �L-t o INTERNATIONAL SYMBOL OF AGGE5550Y, 2. WATER St P�gELL� X 2 3. If WONG ENGINEERS. INC. IS RETAINED TO DO THE CONSTRUCTION STAKING. WONG 1. SYMBOL SHALL BE WHITE FIGURE ON BLUE BACKGROUND. 3. &v+trAmrseMEa` R�� Ar�•SIZEt- `/'� ENGINEERS. INC. WILL SET ALL STAKES AND PROVIDE GUT SHEETS FOR THIS 2. 3' X 3' SURFACE mf N1FIGATION AT ALL HANDICAPPED I I I 4. rorALnurb= Npyp Aev+EN0. = PROJECT. IT 15 EXPECTED THAT ONE SET Of STAKES WILL BE 5UfFICIENT FOR S, 1MYRnMELE• AOB TRAFFtc aT THE NEEDED POND CAPACITY - SUBTOTAL X 2 35.100 EACH PHASE Of THE PROJECT. GARf SHOULD BE TAKEN TO PROTECT STAKES. THE qipFpl IF PARKING STALLS. 6. p� REMARKS: COST Of STAKING 15 BORNE BY THE DEVELOPER. THE CONTRACTOR SHALL REQUEST STAKES FROM WONG ENGINEERS. INC. WHEN HE 15 READY TO USE THEM AND SHALL PARI4NG NOTESLILLI�- 1 . 1 01111 ill Ill BE RESPONSIBLE FOR THEIR PRESERVATION FOR HIS FUTURE USE. SAID REQUEST 1. HANDICAPPED SPACE MUST PERMIT USE OF EITHER OF GAR DOORS. TYPICAL SECTION AT PROPERTY LINP SUBM�MEETSVASI COUNTY REI •�F1E�E�� MUST BE MADE AT LEAST 72 HOURS PRIOR TO THE TIME THE STAKES WILL BE SlUYRILtlEI OF pgWIDING ADEQUATE RA,NADE. ANY REQUIRED. SHOULD THE WORK NEED TO BE RE5TAKED. FOR THE CONTRACTOR'S USE. 2. BUMPERS REQURfD WHEN NO CURB OR BARRIER 15 PROVIDED WHICH WILL DEVELOPER O � AnONFRDMTHEDRA1NAOEl ASAPpROrED OWNER/APPLICANT: THE CONTRACTOR SHALL BE RESPONSIBLE TO WONG ENGINEERS. INC. FOR THE COST PREVENT ENCROACHMENT OF GARS OVER WALKWAYS. AMENDMENT OMf ION OR MATK�THE DEYELOPER(PRO -RY t1WNUQ. BOB HUGHES OF RE5TAKNG. SHOULD THE CONTRACTOR DESTROY STAKES WHICH ARE NEEDED 3. WHEELCHAIR U5ER5 MUST NOT BE FORGED TO GO BE-HIND PARKED GARS OTHER Q ��CBe� -Z2 100 E. GRANT LINE ROAD #6 FOR IMPROVEMENTS OTHER THAN HIS OWN. HE SHALL AL50 BE RESPONSIBLE FOR THE u , Pit DATE COST Of RE5TAKING TO RETURN THE JOB TO ITS ORIGINAL CONDITION. THAN TYLER OWN. C -- AppItOY[Q MR ptaECTOR OF pwLtc R� TRACY. GA 95376 4. WHEN ONLY ONE SPACE 15 PROVIDED IT HAS TO BE 14' WIDE. LINED TO r. o r (209) 367-3231 GRADING NOTES+ PROVIDE A 9' PARKING AREA ANDA 5" LOADING AND UNLOADING AREA. I I eoie,ern w-_ 5. WHEN MORE THAN 1 SPACE 15 REQUIRED. 2 5PACf 5 CAN BE PROVIDED WITHIN _ :z u woao euetc ex rn vz 1. LUMP SUM BID FOR GRADING AND LAND STABILIZATION SHALL INGLUDf EXCAVATION A 23' AREA. A B. •,e oa. G. EACH PARKING SPACE 15 REQUIRED TO BE AT LEAST 18' LONG. -e z e z s cBaan e m uan AND FILL OF PAVED AREAS WITHIN THE SITE AND ANY EXCESS EXCAVATION SHALL 7. SURFACE SLOPES OF PARKING AREAS FOR THE DISABLED SHOULD BE MINNAL. I A 1 Al cau san r BE DISPOSED OF BY THE CONTRACTOR . BUT ARE REQUIRED NOT TO EXCEED 1/4'/F7. M ANY DIRECTION. w ue,A 44'OX.110 M MATS -� ? LEGEND 2. EARTHWORK, THE CONTRACTOR SHALL EXCAVATE. FILL AND GRADE THE PROJECT SITE B. RAMP5 SHALL NOT ENCROACH INTO ANY PARKING SPACE. ' IN ORDER THAT SITE IMPROVEMENTS GAN BE CONSTRUCTED TO THE GRADES AND 9. HANDICAPPED SPACE SHALL BE NEAR ACGE55BLf PRIMARY ENTRANGE OF 1 6x41--a nowvm� SLOPES SHOWN ON THESE PLANS. NO ATTEMPT HAS BEEN MADE TO BALANCE EARTH BUILDING. a xort to TAR •v,m. ti� EXISTING GROUND SPOT ELEVATION CUT AND FILL QUANTITIES. AS EARTH WORK OPERATIONS PROGRESS. MINOR 10. EACH PARKING SPACE TO HAVE PERMANENT C70 SQ. N. MIN.) HANDICAPPED oaetsarcunrmnaDaoro ADJUSTMENTS IN GRADES MAY BE MADE. BUT SUCH CHANGES CAN ONLY BE MADE AFTER PARKING SIGN. SLATS 3.0 FINISH GRADE ELEVATION APPROVAL Of THE OWNER AND THE ENGINEER. THE COST OF SUCH ADJUSTMENTS 11. FREE STANDING SIGNS LOCATED AT INTERIOR END Of PARKING SPACE I e SHALL BE PAID BY THE CONTRACTOR AND NO EXTRA PAYMENT WILL BE ALLOWED. corxarlc ArRBN MOUNTED MINMUM Of 80' ABOVE FNI5H GRADE. 4 S = •002 SHEET FLOW ANY SURPLUS EARTH MATERIAL SHALL Bf DISPOSED OF AS DIRECTED BY THE 12. WALL MOUNTED SIGNS LOCATED AT INTERIOR END Of PARKING SPACE MOUNTED ' 1D-e 1'�' Department of Pnning4s ection ENGINEER AT THE GONTRACTOR'S EXPENSE. ANY ADDITIONAL EARTH MATERIAL MINIMUM OF 36' ABOVE FINISH GRADE. ApplicationR -`7 -012/ -�A I - 39 DITCH NEEDED TO COMPLETE THE ONSITE GRADING SHALL BE PROVIDED AND PAID FOR BY 13. OFF-STREET PARKING FACILITIES TO HAVE AT STREET ENTRANCE NOT LE55 Conditions THE CONTRACTOR. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED THAN 17' X 22' N SIZE. SIGN TEXT TO 5TA7f THE FOLLOWING, G' AGGREGATE BASE Lc/C�iJj�J �� BY THE PLANS AND THESE SPECIFICATIONS, 'UNAUTHOR2ED VEHICLES NOT D15PLATNG DI5TNGU5HING PLACARDS OR Addres 1,1106 L /' ` A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE UGEN5E PLAITS ISSUED FOR THE PHYSICALLY HANDICAPPED PERSONS MAY BE Zone. -40 ApN..a?LZ- D-I Mitis;ionCaiegnry - . 5' CONCRETE PAVING GOMPAGTED TO A MINIMUM RELATIVE COMPACTION OF 90Z. EXCEPT TOWED AWAY AT OWNER'S EXPENSE. TOWED VfHCLf5 MAY BE RECLAIMED AT Develop er Fee Required: S Sc::a IDisi:iC(s1:_Dip $ - fzlaz( � THAT THE AREA WITHIN 6' BELOW SUBGRADE SHALL BE COMPACTED TO A --____-_-_-_ OR BY TELFPHONNG _--------- Fire District TTG C.vt 5-1 MINIMUM RELATIVE COMPACTION OF 957.. t-01� RAW REOIIRTD WHEN WALK Applicant cerldle;that the property :s as Descrihec! hp this plan and that ne ee„ing and proposed B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED ERM LEVO ThAN PARING structuies and improvameuts orr shown.The applicant agrees to romplete Frnns)ls as shaven end AREAS SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION Of 807_. WALK OR PLNRMG ! to comply with alltta,Conditionshsted. C AILL AND CCORDANCCE WTHON IN THE THE UNFORMLBUA DINGSCODE. BE IN NDICAPPED PARING NGN Siguetl _ ___-.- ----- .. ._ Dat^ -- ---.-..- ------- tEEL DIM Owner or authon2ed repreornative PI s`iuM1017m"°" YYL( LCL a-�� -Cl� eWpFESS/ON QgOFESS/pN9l ® s. -_ TentaliveApproval Final Approval r �O CHANCE yD�9! ��,o PNCIE A,loy �y P,y w'1_, On: 7-z ( y n. yC 9'-0. I5.-0' q-O• I5.-0.1 9.-0. I 11- - - z W NO. 14.269 m nN MN. " NO. 14,269 m � eAP.3-31-47 � E7(RRES }31-97 � SINGLE MULTIPLE 10' X 12' CONGRETf BLOCK s, sf9l c/vT� orae '�' TRASH ENCLOSURE 9r c1V0 o�� ;F Of ACCESS FOR THE HANDICAPPED f OF CAV\F � '• REVISIONS WONG ENGINEERS, INC. JOB NO. 2994 BOB HUGHES SAN JOAQUIN COUNTY SHEET - DATE DEC. 1993 CALIFORNIA NO. DESCRIPTION DATE BY PLANNING ENGINEERING SURVEYING - - - STOCKTON, CALIFORNIA SCALE 1"=40' 1 DRAWN STAR IMPROVEMENT PLAN DESIGN WE .C.E 14269 FI ONE CCW RLE