|
GENEIRAL NOS
<br /> OF BE DONE IN
<br /> w ff .A S. N O-A L.0U LAT I Ohf� 1 , - ALL WORK DONE WITHIN THE COUNTY RIGHT NOAR[�YPLANS�AND
<br /> F SMETHODS AND QUALXTY OF
<br /> WITH HE
<br /> :, 1 .'It}D _:% 0.26 r 7 ,I� AA5E70I7HETMATERIALS,CO
<br /> S
<br /> STRICT
<br /> 04 SF t C SPECIFICATIONS
<br /> R��11 CROPS GIRT POND ,BASIN 2�,5
<br /> 95 x 0. 26 = 31 Q CF CONSTRUcrzON .
<br /> ,` j4$ ^37 SF x 0. 2 . ELEVATIONS REFER TO USGS DATUM:
<br /> +,. PAN3 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE .ALL
<br /> g�8 CF SUCH IMPROVEMENTS THAT
<br /> 13 50d Sl`' k (x:50 �t 0. 26 = EXISTING IMPROVEMENTS THAT - ARE ARE TO REMAIN
<br /> ,4 ,�`` ARE DAMAGED BY THE CONTRACTOR SHALL BE PLACED ATL HIS
<br /> RESPONSIBILITY FOR
<br /> 1TALL . S .CArN u43 0.2 f3 = 26, 9 4 C I'
<br /> scE •� 18 lu2f Ix 0:"j5 x d• THE CONTRACTOR AGREES THAT HE. SH E OF THS" CONSTRUCTION OF THIS
<br /> COMP,. EARTH
<br /> ` 085ITE CONDITIONS DURING. IIJE' C-, SONS �R PROPER"fY AND THAT THIS
<br /> s 03' : . CF �. UDING SAFETY : "l. PER r TO
<br /> 0.20 x 0.26 0JEC7 ,, INCL NOT BE LIMY.
<br /> LANI�SCAPIE {w•--- MENT. SHALL: APPLY INUOI.ISLY AND WILL N
<br /> ' UIRE ONTRACTOR SHALL DEFEND,
<br /> Do OPEN CF THAT THE C ,
<br /> SUBTOTAL = 74 0 ],.. NO At WORKING HOURS, HARMLESS FOR ANY AND
<br /> . - OWNt�R .AND THE ENGINEER
<br /> X 2 IND MNIFY AND .HOLD
<br /> R S
<br /> A LEOED, EXCEPTING FOR LYABrLITY A I ING
<br /> 1.L zABII.ITY, OR L ER.
<br /> A HE OWNER oR ENGINE
<br /> w. 7AL x 2 149, 74b.- CF FROM SNE SOL GLIGENCE` OF r HE CONSTR ON
<br /> u , E RO
<br /> IA NegorJ- pONO C4pAdjfy - - SUBTtl
<br /> 4 t! f 5, . WE .CA Y 'ATTENTION TO: SECTION 1540(a� ( 1 ). Of= T
<br /> SCALA CALIFORNIA AQMINISTRATION CODE SEC D
<br /> 4
<br /> SAFETY ERS (TITLE B
<br /> _ Z OF
<br /> �sw . .. •. ;.., ':. .. . �.rr 15A0 : SUED 19Y TNE OCCUPATLONAL SAFETY.. AND HEALNTOH.�-.g''�ANDARDS BOAR
<br /> LT 'ACT
<br /> K r C�►. P ANT TO THE CALIFORNIA OCCUPATIONAL. SAI=ETV- A HEA
<br /> +tr�`h+►' �W AS MENDED, WHICH STATES! E MADE 70
<br /> RIN 15-5`�:: fr rte' �+ry .4 AW1r 7 3,
<br /> .L = r2:41. "PiI 70 p1�ENING AN EXCAVATION, EFFdR7 SHALL L3
<br /> F
<br /> r�t.t I t7S4.
<br /> sEw�R ,
<br /> �,' DETER NE t•IHETHE�TRiCELINI SN ETC* ,AWI`L 'SES ENCOUNTERED AND Y
<br /> �.. ;
<br /> 1Ti5'T'AU_ G.O. l�.rd�a .
<br /> Rtr�-I5�12 � •�.� ,�. , :.�. ... WATER, UEL,. EL
<br /> . x Dv WHEN
<br /> �� yr So, WHE E .SUCH UNDOACHESDTHESAPPROXIMATEALOCATIONRE EOF SUCH
<br /> FRENC1 CAMP H5 F� �.tn? erE:itr�►.a►: r�
<br /> FlRE DEPARTMENTar�r,wvrrr THE EXCA ATIONTHEPEXACT LOCATION SHALL BE DETERMINED BY.
<br /> BUREAU OF FIRE PREVENTION ,, rt a tax :z rr,,r, rrr✓ INSTALLA ON , AND WHEN IT. I5 UNCOVERED,
<br /> ,. ,� •. : , : - .
<br /> CAREFUL P OF�INC3 OR NAND DIGGING,
<br /> P.O.BOX 9,310 E.FRENCH CAMP RD. Qr
<br /> 1 GRAVEL PtiF,� � ATE P OTEC"fION SHALL BE PROVIDED FOR THE EXISTING
<br /> PCALIFORNIA 85231 GRiw� 'AR+ , a ADEQUATE
<br /> OWNERS OP THE UNDERGROUND FACILITIES
<br /> FRENCH CAMP,CA
<br /> ,: r
<br /> : ❑ .. � iNST'ALLATi ALL KNOWN O ED WORK AT LEAST 48
<br /> (209 982-0592
<br /> W �Af�ve dl *uv or
<br /> � 1 . .atm '•+�il�' ' b �Ir,� �, IN THE AREA , HALL BE ADVISO�DEXCAVAOION.
<br /> ApprD tcvr 'e,rw.� � •e:O.arr' HOURS PRIOR THE START
<br /> EXISTING SEPTIC SYSTEM NY DESIGNED FOR A MAXIMUM ILL B U D OR THAT
<br /> 6 . EXIST e) SO THAT !T WILL BE USED FOR AT .
<br /> � Disapproved: See Remarks , BARFIICAD
<br /> LEACH FIELD AREA SHALL LIMES
<br /> 17.4` T row t SPECIFIC PURPOSE. LEACH
<br /> Fl_ D .SHALL NOT CONTAIN UNDERGROUND UT1LI
<br /> 0-4prove�dwith changes: See Remarks
<br /> OR CATCH
<br /> #emarks -s��/� ''�'�N�'y L�Tt ti ,
<br /> a � ... � °. , ' : •,: ` ;• 7 . PORTLAND CEMENT- GONG TE FOR CURBS.; PAVEMENT', tJIANHOLE
<br /> tT- � I�-zo X7.20 f' «r+ 'e' BASIN BASES AND OTHER ISCELLANOIJS SITE IMPROVEMENTS SHALL BE
<br /> / �' ��: <a✓c T CLASS B r ONF©RMING TO HE REQUIREMENTS OF SECTION .9d OF THE.
<br /> SECTION
<br /> E 2
<br /> 500
<br /> A t1� -��;�r r:{:�t�]r�-. t276 , < _ - � M FEIN ACCORDANCESY STRENGTH HWITHB TON
<br /> t )
<br /> STANDARD SPECIFICATION TH>� MINIMUM
<br /> Date i y 2
<br /> P05fttJC�tuf]a `A 4 LeW,A# N, d rdl�'. PSI . PORTLAND CEMENT C CRETE SMALL B
<br /> 73--1 , fl8 OF THE CALTRANS TANDARD SPECIFICATIONS. .
<br /> r ert as descri d
<br /> ii n certifies that the 0 �
<br /> catc Y +� B . REFER TO SITE PLAN FOR 5 E DIMENSIONS AND ARCHITECTURAL PLANS IF
<br /> all EXISti and r0 058d StrUCtU1OS - _00 _ _-
<br /> -
<br /> bythlsplanandthata g P �' BUILDING DIMENSIONS AND L DING DOCK DRAINAGE.
<br /> and improvements are shown. The Plicant agrees
<br /> proposals as shown and 0 comply th t
<br /> to complete p pa
<br /> �' GRA17 = NQ ��7't"'1�S G q LAND STABILIYATION SHALL INCLUDE t
<br /> al! the conditions listed. Approval of fans shall n t 1�•q3
<br /> be a reit or an royal of a �, , '`
<br /> be construed to pe � , 1 , LUMP SUM BID NFFOR GRADD FIDI 5 PAV AREAS` AND BUILDING AREAS .WITHIN THE
<br /> violation of any section of the Unifor Fire Codj, ` ��
<br /> r Protection Association Stan rds or code EXCAVATION A
<br /> ' n F g o c, t7.GXo`` SITE AND THE PLACEMENT OF A 1 , ' EXCESS EXCAVATION
<br /> -ON DESIGNATED
<br /> National cA
<br /> and ordinances of the French Camp Fi a District ok S I
<br /> �RA�>r� At ���. , - �L �i , � u'-��- c:g-. � `i . AREAS AS DIRECTED BY THE NG EER.
<br /> San Joaquin County. ' f I 1
<br /> O 105' tt~3S-r i R1riA= 1�.Ala r. 2 . EAR WORK
<br /> THt CONTRACTOR SHALL
<br /> EXCAVATE FILL AND GRADEEpHTOPTHOEEGRADES CT EAND
<br /> _ . C ----� _ ORDER THAT SITE IMPROVEMENTS C N BE GH NORATT
<br /> �� -� ��_,•Y,..�. _..�-,= A TWOUGH NO ATTEMPT HAS SEEN MADE TO
<br /> p lg T ,� SLOPES SHOWN ON THESE PLANS.
<br /> ^��'���' � BALANCE EARTH CUT AND 'F.ILL QUAN TIES, DUE TO THE APPROXIMATIONS
<br /> �(/GJ rEl 1 1(0`� I7.22 ll�lrir�l L �a:�{SC -.. I t� �- 4. FSRISH ALL CCriCREfE WITH FINE NA1R #ROQk•
<br /> 7iuV( IPANSIOt{ JOINTS AT 200' O.C.
<br /> •t Y�IJ h
<br /> L _ I LLC OF EXISTING GROUT AND OTHER CON ITIONS NOT PRECISELY KNOWN THE
<br /> � C b• P.G-Er�, Lp•{.IIT Y (Vt.ac��RGR � �. � 2• cnNSTR1JC ENGINEER DOES NOT- GUARANTEE THAT � UCH CUT AND FILL QUANTITIES WILL
<br /> DF5IGND � V ff
<br /> f S, CO►+STRVCTN,rE/1�kENEOUPILt J0114T AT TO'
<br /> - - T,O ,t4 WIDE AMD ,- 100;V.DEEP• BALANCE. AS FART}� WORK OPERATION PROGRECST ANDMINOFIL�JQUANTITIESUSTMENTS N
<br /> A �' 1 felt GIJY ii a_ _ �. a.C.. ,n
<br /> y ;¢ I W 1?EYISIMIG.- SHOE? .r,l
<br /> � : - A, MATERIAL WlDIER ,lAllty GUTTER OR
<br /> cvRt A►+o GRADES MAY BE MADE IN ORDER TO BRI .G THE
<br /> GUTTER SMALL !E COMPACT EO TO !Ct RELATIVE
<br /> � I � _ MORE IN BALANCE ,, 8UT SUCH CHANGES d,, N ONLY BE MADE AFTER APPROVAL
<br /> S� lfo.7<a FINISH I" "��:�7 '�Vy --. COMPA,cTro« F,oR A 0EP7H or a-_.
<br /> .Q /g•, -_ ,V''- ',' - r,•) - A. aR[ASEUAMa�VRAPPED bT+E,stol T•MAOOUCIM El"' _
<br /> d OF' THE OWNER AND THE ENGINEER. THE `t, OST OF SUCH ADJUSTMENTS Si?ALIti
<br /> ¢, [I-r. v ____-.._ ____�.� BE PAID BY THE CONTRACTOR AND NO EXT PAYMENT WILL BE DIRECTED
<br /> BY
<br /> D OF AS
<br /> ^�.«�TY I 6` 1'IJEL_ ISLAND 1607 (7C`£ woeo rfo. t
<br /> ANY SURPLUS EARTH MATERIAL SH
<br /> BE .D' $PNYEADDITIONALREARTH
<br /> BY THE
<br /> F,.I 7 r.!••I fl`�� C . , lQ�.�i"T TTi161-I.r+tCIDE+IJR�
<br /> 7n gF clr,}I}'x. tr7 ,�'t!'t �t
<br /> ��; fST^.ICTf� int 5 [ rr:It� I lONC Td%L�1 1rNGINEER AT THE CONTRACTOR S EXPENSE.
<br /> At^ P':i.:4-;a i•i�,7i x Ccvrp tti W L D G rte, _ lv
<br /> r SE�cr 2: 4 Cdr•« '�'� �• MATERIAL NEEDED TO COMPLETE THE ON--SIT GRADING 5HALL BE PROVID
<br /> Stoci::co,CA 9�203 t
<br /> I tZ_. F rsY p AND PAID FOR BY THE CONTRACTOR ANY FT1 L PLACED SHALL BE PROPERLY
<br /> ;� r GRAIL ' w COMPACTED AS REQUIRED BY THE PLANS AND T ESE SPECIFICATIONS.
<br /> z A . EARTH FILL TO ESTABLISH PAYED AREA 5U . f�ACsE SHALL BE COMPACTED
<br /> 2N S H �©[JLE AREA
<br /> ro rad -- ........ ....-----• - -.w y Q
<br /> �} 1
<br /> „/ � • . _ ', }" ,.. ;,: rJs � �=.�'�F2 #•C C3 G TO A HIl4IMUM RELATIVE COMPACTION OF 90 EXCEPT THAT THE
<br /> __ __._. .i PB BADE ;M
<br /> � ..- « . K SH A L -E to P E MINIMUM
<br /> , . ., � ritat ori I, < cn � _.�_ .._. ....-� .� . . . .=1�.;. WITHIN T N �
<br /> E: � . z,-, .'t..i:Ca .. ,: � � - i + � ���:. � _ W.,I BELOW � �� L R C:,O A D TO A N t1H
<br /> 7 13 SF / 250 30 P CT'ION OF 95% . EAS T
<br /> r • :, OFFICE' �--- B L UM RELATIVE
<br /> � . F '� RELATIVE COM A
<br /> y�- �. _ � �4 � • � � ,,: � EARTH FILL TO ESTABLISH FINISHED GRADE 0 TSIDEITHE PAVED AR
<br /> J STORAGE 5000 5I" / 500 - 10 SHALL I3E T D TO MIN
<br /> ......� ...._.._.. -.... t t.L �, E
<br /> T. �� 0
<br /> ........ � r7.5 SHOP / C
<br /> R AS
<br /> ..................... � _ -, � �Q CE
<br /> FlJTl1r�E tOODb ,�� + ifVis.^P.
<br /> - AND BUILDING A E
<br /> TA PARKING S CES REQUIRED C T�
<br /> ��12c' JG(•j!..... er. ��,"�..�. t!��� � �; � ���I�•1 I , � :�--------�---"~�� TOTAL 40 p COMPACTION IN THE BUILDING AREA � ALL BE IN ACCORDANCE
<br /> _ � . � Y �• c.a• � 5=0 �• COMPACT '
<br /> .-;.-. ... .. ANS AN /OR SPEC
<br /> SIT n. - H THE BUILDI IFICA I
<br /> a�4 `� tru.33 +n .� PA FILL AN NG PL D S
<br /> TOTAL PARKING SPACES PROVIDED = 56 WIT
<br /> �} �
<br /> t GONSTRUCT3C �N STAK = 1*tC3
<br /> SPS ' THE TYPICAL. PA'':RKING SPACE I5 12 x20 N STAKING iN NORMALLY PERFORMED ©Y T ENGINEER WHC
<br /> OLS ' 1 S (t��x�5'� ' Q '1x 5� = 251 . CONSTRUCTION THIS PERMITS APPROPRIATE ON TE
<br /> TAPLEY PO �rr�Jl i NerE ti ,e, ! I o x�5:z a a . , TRUCK PARKING (IO 5 1
<br /> W Q iro. PREPARED THE PLAN.
<br /> �t , INTERPRETATION AND ADJUSTMENT OF THE PLANS , IF NE ESSARY . THIS
<br /> � ' NOTE GIVES FORMAL NOTICE THAT THE FIRM OF WONG EN .. NEERO INC . ,
<br /> 3 Y H l4✓'rr;..-�-�:� �M �a 1 '}. 4:,_,:`it 'ii l, k,r+lhi;L» N wf - ©. -
<br /> tp � _ __ CANNOT AND WILL NOT TAKE RESPONSIBILITY FOR ERROR OR OMISSIONS ,
<br /> , r k ,, , - :,;} y 1�• , �~ �� 5trs 6 / . �+� �r '� +�AtJC}!(�11:,: � I F ANY , WH ICH MIGHT OCCUR AND WW ICN COULD s~iAVE BEEN- AVOIDED OR
<br /> D151bit ;i .E .. er i 1 FJ I�1+ .,' ,r z W �'I!�{ �`:aw i SPARATLL fiE If7J'EL
<br /> �,,. // � i 5Ak10)AQUINOOl11fT1'PUBUCMofilTSt�AAY11iEl1T DETECTED
<br /> AND/OR CORRECTED AND MITIGATED HAD WONG ENG NEERS ; INC . ,
<br /> It T©,� / ..tT.2t �0 55.
<br /> �► �
<br /> EXISTING � � IAIF�ROVE#�ENTPLANAPPR01'AI` PERFORMED THE CONSTRUCTION STA-KING WORK.
<br /> E 11;54 ONSITE coM.PONDo 2 . ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FO SITEwoRK
<br /> _ O 1. STORM DRAINAGE: TERMINAL C7
<br /> �- OFFICE BUILDING
<br /> . '. - -•-- WN ON THIS AN ONLY
<br /> of Nanrtin nsperticn ` �'', /1'CQ ►h �__ .
<br /> i7 1N�,1'A1.-L �d.'.H1t•>}-+ (:i:+.It�1 ti..l�1V. l��- :Wt'h-( Ca�•� E•1C7+1 16.E t 2, WATER SUPPLY: PVT WELL PUBLIC C] CAI.-WATER l� SHO T H PLAN
<br /> Application# -'9ti-2? �l N A. TOTAL PLOT SIZE:
<br /> �-92-Z� v p �' ti 1't•' 4 TOP ` EL `4, 16-aC? .A 3. SANITARY SEWER: SEPTIC PUBLIC[7 ESSP© �
<br /> �3 � C DEVLP.SIZE:� 3 � '�---AC
<br /> Cunditions A
<br /> 30-21 S;Ly 5. 100 YR FLOOD E1lEY. NGVD ABOVE N.G.
<br /> 6. FEES: DTF
<br /> �,=t�•t3U3C3 .'TRAFFIC OTHER _.
<br /> REMARKS. M • � 7` THE GRADING AND DRAINAGE PORTION OF THIS PLAN WAS DESIGNED ByWONG
<br /> A dress: S. r C� 7r� f� rye :s r� ,;►��. LANDSCAPING , WELL IRE
<br /> _ a ENGINEERS , INC . , OTHER IMPROVEMENTS ( I . E . r
<br /> ' � •�c: _ A.P:N,. L`1't• 3���? 's..?rt �t�y.�ry: _ _ � � t �;z, - - �_._..-_ SEWAGE DISPOSAL , BUILDINGS , ETC . ) NOT
<br /> STOR
<br /> DRAINAGE POND '
<br /> QRQTECTION , IRRIGATION ,
<br /> G i-C'l lati'C{`,5�: t�lArJf� i O
<br /> R D�'rct: _ {2 CN CAMT
<br /> �'�� TH1>;APPROVAL 15 BASSEb ON A DETERMINATION THAT THE DRAINAGE COh10EPT A5
<br /> - -- --� _ __ /' �.�5 ROARED APACITY- 149 7Q CSF � � -_ ��
<br /> -� -- _.... •-•--•• &L'1?MITTEDMEETSTHECOUNrYREQUIREMENTSANDDOESNOTREi.1EVE1°•HE PERTINENT TO THE GRADING AND DRAINAGE OF THE SITE ARE NOT TO BE
<br /> ��ql '' .,� f Cn�f10 G/1 ACI1`Y= 15Pi"�'7a C:f TO H.G.L. bVIELOP£R OF THE REESPONSIBILITY OF PROVIDING ADEQUATE DRAINAGE, ANY.
<br /> CONSIDERED AS THE RESPONSIBILITY OF WONG ENGINEERS, INC , r
<br /> ! ra c, ti . .s to , i ^ H'rc: -ty s =:s ds c•ika.a r , t,s 1.7+ , :;rc f1,^r a'I xirr; „n „ M THE DRAINAGE PLAN AS APPROVED
<br /> f d propo,ed q w /�/ ii I PROVIE)ED ' AMENDMENT,OMISSION OR bEVIATION FRO1111 -M rr,r /GI. / /7�,f x/�I m,V PR PERW OWNER). 111011
<br /> i i my re. shrv;n. The G ;i c2,` SMALL BE THE SOLE RIESPONSIBILITY OF THE DEVELOPER( (}
<br /> v f � � ` � y
<br /> 1111111111,
<br /> a�,i. to cemt�let:. p oi.o ?!s as shown and a /•TO /0� �°��? 1 � 0� /�✓1144
<br /> f.(, :,I-��1�:,!1VItl}�}1 iC!?CSI I `iGi?v II�','::d. , � �. ....- � .__ - -.
<br /> ctd y,f "�, /T'GJJd Aja _ 1� 1:A;rt.1c, aF 1 �
<br /> c ed -a - `' s7 //N APPROVED: ��-
<br /> FOR DIR CTOR OF PE�B1 iC W K5 DATE
<br /> Tentative Alproval - I - e'�
<br /> al Approval �¢� �1�1 h��� � 44
<br /> -0
<br /> �
<br /> r 01
<br /> CG'� �: ¢b_-,u.5 �.^� I L •�+�S����4������y W _ r __ - .. r� -..r..i.+ �.-..w"a-+.:�«--.,-r.`�.t. ES
<br /> (1/ (� V
<br /> d....mv - - ... - r -r,,,,,rr•.r •.......w.•..+ ..tea i�r++r-.,• O�APPLICN1T
<br /> C'SSf O V�4
<br /> s � l�� � �� G a W y� Q 4051
<br /> PROPS ��� � � y - -
<br /> R � � ,• ori � �
<br /> _ , „ c N0. 14.269 0 3 !PG Dv�,P G'.411 �°
<br /> �..e I�Etio.�61::.1 -
<br /> MOORMA NS Q
<br /> Uj
<br /> 2 MOBILE HOMES s� Crve�- /!�
<br /> 4
<br /> -T-. 9TF OF G����`� � �ifiv �,cw�.uv �Pol trued
<br /> elf�Gl� �14�.f:• N+`] - � ,f'011l PO.44
<br /> �K',a>"� G,o�' �rar� �f plies r�aff�G � IcvV
<br /> VACANT
<br /> T -GROUND -WATER ELEVATION ;'S APPROXIMATELY IS FEET BELOW / � f/�(/I�O�I�O G�Ql1�� E�9Tf1Alf /OrPfM4/N .Dui /h
<br /> < /h ti G �4vG.� p� .,,(.t ' THE EXISTING GROUND ELEVATItiN�,
<br /> Zl�f � � N EV4TION - IS TO BE li FEET BELOW 'TNE o---- bIRECTIow�� LIGHT Ow POLE
<br /> f 'fH� OND BOTTOM DESIGN EL 5'I'�Q.�l 'DR.�d�[ A
<br /> Ex.Is ING GROUND. s`ch[a{ /G/�//rY N1
<br /> IL1Qrq SAN .JOAQUIN COUNTY, SHEET
<br /> +
<br /> B. No. zg�9 �ENET� TANK LINES CALIFORNIA
<br /> REVISIONS NG ENGINEERS INC. DATE AUG 1982
<br /> APPROVED_-_ _ _------ - 1 � APPROVED- - � 9 n
<br /> WONG
<br /> N0. DESCRIPTION DATE BY T SCALE HORIz
<br /> a v } q I w. �+ PLANNING ENGINEERING SURVEYING SCALE VEAT PLAN OF Two
<br /> _. T DEVELOPMENT
<br /> e. kN - I U STOCKTON, CALIFORNIA DRAWN HAL SITE
<br /> i
<br /> 14269 DESIGN WE FILE
<br /> R.C.E. NO.
<br /> - CHECK
<br /> rr.,rw•MSW.-a.-�i:.n-rr'.::np.Y.i.-si1Y,:F-'a'y�at:•.w::MMt-'4'.MY4tWM.AF6wN+ -
<br />
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