|
.. . ., . .. , .�..;,..,.: .r...,�< •..,,�-..�, ,...,:..... ..,>, rte,,,-...�.,,,�:�..r.<.w ..�,"r..,�....".�,,,r. ..,..., .. r.
<br /> � ENCH-MARK:— ---- GENERAL NOTES:
<br /> SP!KE iN POWF R PO[
<br /> ELEV 57.07 U.S.G.S DATUM i. ALL iMPROVI=MENTS SHALL BE i3ONSTRUCTE=D IN STRICT ACCORDANCE WITH
<br /> i NORTH SIDE OF COMSTOCK ROM THIS PLAN. w
<br /> 2. ELEVATIONS SHOWN ARE RE--ERRED TO 'JSGS DATUM. BENCH MARK IS AS
<br /> SHOWN.
<br /> 3. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROTECTING P i DAMAGE ALL
<br /> EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT
<br /> ARE DAMAGED BY THE CONTRACTOR. SHALL BE REPLACED AT HIS EXPENSE.
<br /> 4. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM SAN JOAQUIN COUNTY
<br /> - PUBLIC WORKS DEPARTMENT AND CALIFORNIA DEPARTMENT OF TRANSPORTATION, AND
<br /> SHALE NOTIFY RESPECTIVE PARTIES 24 HRS. IN ADVANCE OF PERFORMING ANY WORK
<br /> 1 REQUIRED IN TH PUBLIC RIGHT--OF—WAY.
<br /> �
<br /> t `I� U ' — 5. WORK IN STREET RIGHT—OF—WAY !S SUBJECT TO THE APPROVAL AND ACCEPTANCE OF
<br /> psi ' r i �lr• den'' SAN JOAQUiN COUNTY PUBLIC WORKS DEPARTMENT AND STATE OF CALIFORNIA
<br /> -
<br /> ;.r y``" - c,• _ ` " , ��c A'��° DEPARTMENT OF TRANSPORTATION.
<br /> 6. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY
<br /> rte_ C > >U �,c�o- EXISTING CONCRFTE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER
<br /> AND SIDEWALK AND DE'`LETFRIOUS MATERIA[_ AS REQUIRED TO CONSTRUCT THE
<br /> !N % CONTRACT WORK. ALL EXCESS MATERIAL GENERATED BY DEMOLITION,
<br /> srsr6 } EXCAVATION AND GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR.
<br /> EXCAVATION OF 5' OR MORF_ IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT
<br /> 09) — , ,tip , �- --.`� s ROM THE STATE OF CALIFORN� A DEPARTMENT OF INDUSTRIAL SAFETY.
<br /> _ ,�, ,s �" ,:>~ti� \°� '�� n����5k 111 8. THE PRICE BID FOR THIS WORK SHALL INCLUDE THF COST FOR ANY AND ALL
<br /> r—• I CY `'�u(�7 ` �^` Ln
<br /> ` PERMITS REQUIRED TO COMPLETE THE PROJECT WORK.
<br /> ' ' ' p,�� _. --•'" "^ 6'` 1 9. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE
<br /> �`', I C. f'� OWNER AND THS' ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR a
<br /> " �` - I z ACCURACY. PRIOR TO COMMENCING ANY WORK IT SHALL LIE THE CONTRA'. T )
<br /> ,,/ri Cu _ ,�' s 9-u RESPONSIBIL'TY TO LOCATE
<br /> H� EXi51ING MAIN AND Sr.RViCE LINES.
<br /> ,� � ,� ,,fit; �` �`—L 10. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS
<br /> ,,� r� -- '� 5 �s n REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR cu-f IN THE INSTALLATION n
<br /> �` �`` .1 �, OF I- WORK COVERED IN THESE SPECIFICATIONS AND WHICH LIES OUTSIDE
<br /> iz
<br /> n J W x, 14 Y�F, 4 f
<br /> = - i ,� ,� OF SAID AREAS, SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE OF
<br /> m RAVEMENT, AND NO ADDITIONAL PAYMENT SHALL_ BE MADE FOR SUCH WORK.
<br /> 11. CONTRACTOR AGREES THAT HF SHALL ASSUME SOLE AND COMPLETE
<br /> rcx�l_. . , RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE- OF �
<br /> �L��,p' 3 # / r INCLUDING SAFETY OF ALL PERSONS ANDFir [g
<br /> IT J MW"' CONSTRUCTION OF HIS PROD .0-I
<br /> �1� ., I PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT f
<br /> I r n1 -' aCA 6 p
<br /> ���' BE 'I IMiTED �TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL y.
<br /> DEFEND, INDEMNIFY' AND HOLD THE OWNER AND THL EE�GiNk t h HARMLESS
<br /> FORM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ..
<br /> THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY i
<br /> �=( *' 4 ;��- 11�� �.rrlf,• f �� =�; — ,' ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br /> 12. WE CALL_ YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION '
<br /> ) r [ SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION
<br /> 0) X11 !! 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS,
<br /> IS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL_ SAFETY AND HEALTH ACT
<br /> A5 AMENDED, WHICH STATES: PRIOR [O OPENING AN EXCAVATION,
<br /> �"� +' r OF 973, '
<br /> Cfi'Y -''� �"' �'" EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND
<br /> �ORgGeU"hn;! INSTALLATIONS; I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC.,
<br /> WILL BE= ENCOUNTERED AND, iF S0, WHERE SUCH UNDERGROUND
<br /> INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE i
<br /> i{ t
<br /> APPROXIMATE L
<br /> ArOCATION OF SUCH INSTALLATION, THE EXACT LOCATION SHALL
<br /> ��i - :
<br /> BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND WHEN IT 1S
<br /> - -'">•._ UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br /> EX6T PROPAE 'T J, ! / INSTALLATION. ALL KNOWN OWNERS of UNDERGROUND FACILITES IN THE
<br /> 'AHK _J r — AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS
<br /> f PRfOR TO THE START OF ACTUAL EXCAVATION."
<br /> i A K 1 I V `7 N 0
<br /> �,ONSTRUCTION STAKING S NORMALLY PERFORMED BY THE E".GiNFEk WHO ;
<br /> F< A,R7 THF �'E_.AN. �;!; r EE2M1TS '1PPROPRiAiE C`^d—S'TF" INTERPRETATION
<br /> i' AND ADJUSTMENT OF THI_'' P'_A.NS, iF NiECES'aAt�Y. ; iD-V,Ai.-
<br /> NOTICE THAT THE FIRM OF 'HONG ENGINEERS, INC., CANNOT AND WILL NOT,
<br /> TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT
<br /> \ o- ; 1. OCCUR AND WHICH COULD HAVC BEEN AVofDED OR DE rEC1-ED AND/OR
<br /> \ CORRECTED AND MITIGATED HAD WONG ENGINEERS, INC., PERFORMED THE
<br /> : . CONSTRUCTION STAKING WORK.
<br /> 2. ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK
<br /> SHOWN ON THESE CIVIL PLANS ON LY.
<br /> 3. IF WONG E=NGINEERS, INC. IS RETAINE=D TO DO THE CONSTRUCTION STAKING,
<br /> ti GY ` WONG ENGINEERS, INC. WILL SET ALL STAKES AND PROVIDE CUT SHEETS
<br /> FOR THIS PROJECT. fT IS EXPECTED THAT ONE SFT OF STAKES WILL BE
<br /> SUFFICIENT FOR EACH PHASE OF THE PROJECT. CARE SHOULD BE TAKEN TO
<br /> f' uJ PROTECT STAKES. THE COST OF STAKING IS BORNE BY THE DEVELOPER. THE
<br /> CONTRACTOR SHALL REQUEST STAKES FROM WONG ENGINEFRS, INC. WHEN HE
<br /> 4 ' IS RE=ADY TO USE THF_M AND SHALL BE RESPONS}BLE FOR THEIR
<br /> Z�+ "`r PRESERVATION FOR HIS FUTURE USE. SAID REQUEST MUST BE MADE AT LEAST
<br /> I; 72 HOURS PRIOR TO THE TIME THE STAKES WILL BE REQUIRED, SHOULD THE
<br /> ry WORK NEED TO BE RESTAKED, FOR THE CONTRACTOR'S USE, THE CONTRACTOR
<br /> ,q+m f"h i�� j`Z a .�� N ``` '-lf- :�i ..;.�i F;� fri 1ff�'�:'J :'1
<br /> ,✓/ � � a� r ��I`�, �' �� �; �� u�� "� SHALL BE RESPONSIBLE TO WONG E=NGINEERS, INC. FOR THE COST OF
<br /> RESTAKING. SHOULD THE CONTRACTOR DESTROY STAKES WHICH ARE NEEDED
<br /> f FOR IMPROVEMENTS OTHER THAN HIS OWN, HE SHALL ALSO BE RESPONSIBLE
<br /> Icc• 0`' `� Dppartmenl of Planning Inssper"tion
<br /> � f ,� 2_A-' FOR THE COST OF RESTAKING TO RETURN THE JOB TO ITS ORIGINAL
<br /> Pnpilca.Inn a_ ? � CONDITION. i
<br /> Conditions
<br /> Adti1us: _ __ GRADING NOTES:
<br /> n� � U��� ��I+" 'A`'�� �'1A ary --- 1. LUMP SUM BID FOR GRADING AND LAND STABILIZATION SHALL INCLUDE
<br /> Rc% -.
<br /> -
<br /> a,- O a `� - i1CVNlrnor Foe i'cgillV'nd: _ �7 School DVstrlrt(y}: L11�(
<br /> EXCAVATION AND FILL OF PAVED AREAS WITHIN THE SITE AND ANY EXCESS
<br /> Fire Dii*,ict: TE I' = b ±° la ------ �_ ----- --- y
<br /> /',pp�IC7nt �f?r,l le•.> ,. •i i tilr (?I'f11;F',,'i y' ;s �s descr;tiecl try tI•i fut ,r,,rl l;-,at Uig exl.ting ,nd prc,,ased EXCAVATION SHALL BE DISPOSED OF BY THE CONTRACTOR .
<br /> air-- .I, . ,s t
<br /> \ " __ ,trurfurrs and in,nro'r :rlwrtr, -,m shri,'n. The apalicoot cryl�.�s`Is "�:I'aiet r]rrpc,cals as %hrr+Nn and, EARTr-IWORK: THE CONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE
<br /> PROJECT SITE IN ORDER THAT SITE IMPROVEMENTS CAN BE CONSTRUCTED TO
<br /> o � ? c�T N1 GCl1V4TY�I�l-1C���'�PARTIICE1iT to Con;r,ly,oritl,a1!lt,�Cora,!ion,litccl µ
<br /> .N1J� NIPFt(?YFUENT"NAP�P17YAl THE GRADES AND SLOPES SHOWN ON THESE PLANS. ALTHOUGH NO ATTEMPT
<br /> HAS BEEN MADE TO BALANCE EARTH CUT AND FILL QUAN TITLES, DUE TO THE:
<br /> DPAINA�C+E �NALC ON SITE C6 COAd POND© _....._..— Iia•. _..,_._.— --____ —
<br /> ,' ;Fs!DRAINA: ERMIN I , PUHLICCCAt.-WATERC7 G'NnerOr ,uti,arizadre;]fec• It,.I e APPROXIMATIONS OF EXISTING GRADES AND OTHER CONDITIONS NOT
<br /> PVT � PRECISEL._Y KNOWN THE ENGINEER DOE=S NOT GUARANTEE= THAT SUCH CUT
<br /> 1l7ARY SEWER: SflTI t� Plti�LlC L E55P C� .,
<br /> 3 AC DF.YLP.SIZE:�� -- —AC � .._ V1 _�
<br /> 4. NGUD��___..._ .4 ,.{.�� .». . ..,.- �.�,..,„ ,....,,�.�,..s. ,_,.:..�•.......,,�.,,. AND FILL QUANTITIES WILL BALANCE. AS EARTH WORK OPERATIONS
<br /> �' .• ;� � /> ', �TAi_PLOT SIZE:-� ABOVE N.G. 11 ,' "! � �� `;
<br /> 5. rl�'a FLOOD EL �Qa �T TRAFFIC _ OTHER --- Tent, A�provai Finai Applc•val PROGRESS, MINOR ADJUSTMENTS 1N GRADES MAY BE MADE IN ORDER TO
<br /> PTF E BRING THE CUT AND FILL QUANTITIES MORE iN BALANCE, BUT SUCH CHANGES
<br /> �f . ,
<br /> By: _ on: �� ' I�I CAN ONLY BE MADE AFTER APPROVAL OF THE OWNER AND THE ENGINEER. THE
<br /> Y ,
<br /> �f COST of SUCH ADJUSTMEFJTS SHALL BE PAID BY THE CONTACTOR AND NO
<br /> f f i EXTRA PAYMENT WILL BE ALLOWED. ANY SURPLUS EARTH MATERIAL SHALL BE
<br /> `� / I rn .OVAL 45 6ASE� UN A pF;TEHMINAMN THAT THE Cf?AINAGE GONCEPT A5
<br /> .,. / DISPOSED OF AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S
<br /> c! SII � .0 MEETS THE CQUi TY RLQIlIREMENTS AND DOES NOT ft£Ll£VE THE
<br /> ail; '``..tT '� ,:�tROFraFftEs���tgIL1n9F�vl°INGAOEQuATEDRAINACE. A�+r EXPENSE. ANY ADDITIONAL EARTH MATERIAL NEEDED TO COMPLETE THE ON—
<br /> i'AE_I I;. tK:� ASA; :3µENr.ONktSSIoN OR L1EVIitrlok fROFA THE DRAlNJ1c �uN AS APTR()YED ��p j I:SS/py t.. I~ "�" !1 i� d f i
<br /> I?i SETH `OML,aERf�°¢N51HIL1FYOF7NEgLYELDPfft PROI�FRTYQ'NNFR . Q hGE ,1! � '� AiNeIa { i y " � SITE GRAt7NG SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. ANY
<br /> _ 4, �N ` W E � a 6 ��1 �.E� : t• ti y'W w FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS
<br /> ti� G AND THESE SPECIFICATIONS:
<br /> ACr'( ,;'.� �.I , !` V' ��. ?r,�.R ar �; e aq F c
<br /> ')AIDS ; AI � oRDII:ECTo�oFrusLlcwo�Ks 11
<br /> DATe c? i Fi; t �� iyyx ,,� �, � �;yll 9 ;k� G3 �� A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE
<br /> vED:
<br /> u N0, f4,263 e e.r �., _r 1, �, ,' T r
<br /> r �^ �e r L.V. rF . COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90%, EXCEPT THAT THE '
<br /> ., AREA WITHIN 6" BELOW SUBGRADE SHALL BE COMPACTED TO A MINIMUM
<br /> 1.1 ! �.�V. r�, Q E � � Ll{{ L.,_ .yq���t'��� i- D.{I�i �sSr��* ,��� g
<br /> V' d 1k ' 1s5' f �46LJ' 'S{slS�. alLv1 II Y r
<br /> OIVIL RELATIVE COMPACTION OF 95�.
<br /> IO f� f�!I I T . (t",•;, j AE=I_:� { ' '�~'' t �" ral, t 1_> �'! Y1(�r I yl�C- C��1�p`� B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED
<br /> iF-1.[). 5 io ... Q
<br /> f AREAS SHALL BE COVPACTE�D TO A MINIMUM RELATIVE COMPACTION OF 80%. f
<br /> IF
<br /> ���F';� C. FILL AND COMPACTION IN THE BUILDING AREA SHALL BE IN
<br /> ACCORDANCE WITH THE UNIFORM BUILDING CODE.
<br /> 1
<br /> iL JOB NO. ,'961
<br /> WONG E N N FERS 'INC.C. ____ __-- _ ----._._„ I I WATERLOO, SHE=ET
<br /> W� vTERL,OO CL B
<br /> — OCT, c�
<br /> ,aAT; t� PLANNING ENGINEERING SURVEYING DATt .--
<br /> - _. - - --- — — -- -- CALIF
<br /> `jr-1
<br /> oRNIA
<br /> ____. . .------- ONE
<br /> STOCKTON, CALIFORNIA � SCALE
<br /> DRAWN ZCW SITE APPRG'v'AL PLAN AND OF i SHTS.
<br /> i
<br /> 1DESIGN Wh. -_ IMPROVEMENT PLAN J0E3 N0.
<br /> R.C.E. 14269 67
<br /> J 0-{ECKFD
<br />
|