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119496
<br /> NOTES
<br /> ��ryt
<br /> 1. SCOPE OF WORK: 4. CONSTRUCTION STAKING: 13. ELEVATIONS ARE REFERRED TO USGS DATUM. 1°rD�sed .� , l.l�' rEl2Ce
<br /> THESE ON-SITE IMPROVEMENT PLANS DETAIL THE FOLLOWING IMPROVEMENTS: CONSTtUCTIUN STAKING IS NORMALLY PERFORMED BY TTHE ENGINEER WHO PREPARED THE PIAN. THIS II
<br /> E INTERPRETATION AND ,ADJUSTMENT OF THE PLANS, IF NECESSARY. 14. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE ENGINEER III Cham "� !O, �,�l5fln9 r�Ql2d �Of OCI7
<br /> A. ON-SITE SURFACE IMPROVEMENTS, INCLUDING SITE GRADING, CONCRETE CURB, AND PARKING PERMITS APPROPRIATE ON-SIT DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. IT SHALL BE THE CONTRACTOR'S SOLE /7 9 x
<br /> AREA SURFACING. I"- Fe!✓JCe
<br /> B. ON-SITE STDRMWATER RETENTION POND EXCAVATION. � THIS MOTE GIVES FORMAL NOTICE Ti[AT THF. ):IRM OF ]R. W. 5IEGFRIEU A ASSOCIATES CANNOT, AND RESPONSIBILITY TO PROTECT ALL EXISTING.UTILITIES, 50 THAT NO UAMAI;E RESULTS TO Tk1EM
<br /> C. ON-SITE SANITARY SEPTIC SYSTEM.
<br /> WILT. NOT, TAKE RESPONSIBILITY FOR ERRORS OR OPLICSSIONS, 1F ANY, WlIIGkI MIGHT OCCUR AND DURING �THE.PERFORMANCE OF HIS CONTRACT. (CONTACT "USA" 600-642-2444). u
<br /> D. LANDSCAPING AND IRRIGATION. WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/'OR CORRECTED OR MITIGATED HAD R. W.
<br /> 15. THE PRICE BIB FOR THIS WORK SHALL INCLUDE IEEE COST FOR ANY AND.ALL PERMITS REQUIRED
<br /> E. FENCING. SIEGFRIED 6 ASSOCIATES PERFORMED TNF. CONSTRUCTION STAKING WORK.
<br /> TO COMPLETE THE- PROJECT WORK.
<br /> WORK NOT A PARI' OF THESE ON-SITE IMPROVEMENT PLANS INCLUDES THE FOLLOWING: 5. PORTLAND CEMENT CONCRETE:
<br /> A. ON-SITE LIGHTING SYSTEM.
<br /> PORTLAN(1 CEMENT CONCRETE FOR SITE IMPROVEMENTS SHALL BE CLASS B CONFORMING TO THE 16. PENETRATION TREATMENT:
<br /> B. ON-SITE BUILDING STRUCTURE. REQULHEMF.NTS OF SECTION 90 OF TETE CALTRANS STANDARD SPECIFICATIONS. 'TITS MINIMUM TEST LIQUID ASPHALT SHALL BE GRADE SC-70 OR SC-25b AND SHALL BE APPLIED AT THE APPROXIMATE
<br /> C. UNDERGROUND GAS, STRUCTURE. TELEVISION, TELEPTLONE AND WATER SYSTEM. STRENGTH SHALL BE 2,500 PSI. PORTLAND CEMENT CONCRETE FOR EXTRUDED CONCRETE CURB SHALL TOTAL RATE OF 0.4 CALLON PER SQUARE YARD IN ONE APPLICATION AND SHALL BE APPLIED TO �
<br /> BE IN ACCORDANCE WITH SECTION 73•-1.06 OF THE CALTRANS STANDARD SPECIFICATIONS. PARKING AREAS AS DESIGNATED ON PLAN.
<br /> 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITF.
<br /> CONDITIONS DURING TIIE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL 6. AGGREGATE, BASE: 17. CHIP SEAL:
<br /> ' ,r' 'E ISASE SHALL BF, CLASS 2 CONFORMING TO THE REQUIREMENTS OF SECTION 26-102B OF THE GRIP SERI. SHALL BE APPLIED TO PARKING AREAS A5 DESIGNATED ON PLAN. �l//_` /l perCl��aflDl� Ra�'e .• 25 rnlr7, 1C7c
<br /> PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED AGGREAAI ray/n7' / /' /TI ,t �yIh /7
<br /> TO NORMAL WORKING HOURS; AND THAT TlTE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CALTRANS STANDARD SPECIFICATIONS. SPREADING AND COMPACTING AGGREGATE BASE SHALL CONFORM �TQ�M rr/Viq!�r5' !j�CTCIV I ldG�t �luL� �'r(� o5ed SfDr �/a�er �r 5•� D2 lh W1fl t� P ��� m�/7
<br /> OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN TO TfiE REQUIREMENTS OF SECTION, 26-1.04 AND 26-1.05 OF THE CALTRANS STANDARD 18. SOIL STERILIZATION
<br /> CONNECTION HE E THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING SPECIFICATIONS. A. DESCRIPTION - THE WORK SHALL CONSIST Of APPLYING A SOIL STERILANT TO ALL I [ Q!' 2 �1r5_ fc percolate .
<br /> FROM THE SOLE NEGLIGEIJCE OF THE OWNER OR THE ENGIiI
<br /> EER EXCAVATED AREAS WITHIN THE DRAINAGE FOND FENCES. CRL CUL f4 I'lO A/5 1�efen flOr7 �0/�U ���TOm �
<br /> 7. ASPHALT CONCRETE: �leV• �.% CDUn [f J' c!'s. ReCZul�e Ml�•
<br /> 3. EARTHWORK:
<br /> ASPHALT CONCRETE SHALL BE TYPE B AND SHALL CONFORM TO THE PROVISIONS OF SECTION 39 OF B. MATERIALS THE SOIL STERILANT SHALL BE A BORATE CHLORATE STERILANT CONTAINING de519C� WoleC 5�rf Ce Area gD f fdm �1��
<br /> THE CONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE PROJECT SITE IN ORDER THAT SITE THE CALTRANS STANDARD SPECIFICATIONS. THE PENETRATION RANGE OF PAVING ASPHALT SHALL BE NOT LESS THAN TWENTY-FIVE (257') PERCENT SODIUM CHLORATE AND A RATIO OF 50DIUM � � �� �8 CJ.
<br /> IMPROVEMENTS CAN BE CONSTRUCTED TO THE GRADES AND SLOPES SHOWN ON THESE PIANS. NO 85-109, AGGREGATE SHALL BE ONE-HALF (�") INCH !^iAXIHUFE MEDIUM GRADING FOR SURFACING, CHLORATE T{} BORON (EXPRESSED A5 ELEMENTAL BORON} SHALL NOT EXCEED 4.5. 39, 57�C S.F. t 2�j 87 5.F
<br /> ��Idrt�9 Crourrd
<br /> ATTEMPT HAS BEEN MADE TO BALANCE EARTH CUT AND FILL QUANTITIES, THE ENGINEER DOES NOT
<br /> GUARANTEE THAT SUCH CUT ANI) FILL QUANTITIES WILL BALANCE. AS EARTHWORK OPERAT1UtdS 8. WE CALL YOELP. ATTENTION T0: SECTION 1540(1)(1). OF THE CONSTRUCTION SAFETY ORDERS C. MIXING - THE SOIL STERILANT SHALL BE MIXED THOROUGHLY WITH WATER AT THE RATE OF / �le� 4•�
<br /> PROGRESS, MINOR ADJUSTMENT 1Ts GRADES MAY BE MADE IN ORDER TO BRINE, THE CUT AND FILL (TITLE: 8 ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY L POUNDS OF STERILANT PER GALLON OF WATER. r� r f/V
<br /> I ONLY BE MADE AFTER E CU A OF THE AND HEALTH CALIFORNIALIFORNIA BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT _ �`� ��✓ `��g, x `�• ��1�f� f 8(P'D�� Cu
<br /> QUANTITIES MORE 114 BALANCE, BUT SUCII CHANGES CAN D. APPLICATION -- THE STERILANT SHALL BE APPLIED. EVENLY AT THE RATE OF 0.2 GALLON
<br /> OWNER AND ENGINEER. THE COST OF SUCII ADJUSTMENTS SHALL BE PAID BY THE CONTRACTOR AND NO OF 1573, AS AMENDED, WHICH STATES: PER SQUARE YARD.
<br /> Required IgS, 7(v2 CU• /5f per CoUr2fy �e51g17 �J c�5•
<br /> EXTRA PAYMENT WILL, BE ALLOWED. ANY SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF OFF THE
<br /> SITE AT THE CONTRACTORS EXPENSE, UNDERGROUND INSTALLATIONS I.E., SEWER, W SHALL BE MADE TO DETERMINE WHETHER r
<br /> WATER, FUEL, ELECTRIC LINES, ETC., WILL BE SL�� � �/1� ,► r OAI C1W09 fl�.
<br /> , PRIOR TO OPENING AN EXCAVATION, EFFORT
<br /> }ICAVATION RAND, IF S THE SUCH
<br /> UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE
<br /> THE GRADING CONTRACTOR SI{ALT, BE RESPONSIBLE; FOR SPl(EADING, COMPACTING AND GRADING IN I',NCOUN'TERED AND, IF S0, WHERE SUClI UNDFRG
<br /> VARIOUS AREAS OF THE SITE SURPLUS EARTH MATERIAL EXCAVATED FROM BUILDING FOUNDATIONS AND ?: ATION OF SUCII AN INSTALLATION, TIIE EXACT �"' �►�
<br /> ALI, UTILITY TRENCHES. AFTER ALL GRADING AND FILLING IS COMPLETED, ANY EXCESS OF SAID LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DICGING; AND, WHEN IT
<br /> ?INCOVERED, ADEQUATE PROTECTION SHALL BE ADVISE!) OF PROPOSED WORK AT LEAST 48 HOURS
<br /> SURPLUS MATERIAL SHALL. BE DEPOSITED OFF THE SITE AT THE CON'T'RACTORS EXPENSE. SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTtstENT
<br /> PRIOR TO THE START OF ACTUAL EXCAVATION. $N�lNJi7t�d'iTEt�o Ct3lIiIT
<br /> tiw1Pr^,D1'E^;�FE�IT PLAN P,PI�E2(3VAL SAN JOAQUIN COUNTY
<br /> _�._._.--.._.•--•--•---�'- kEl Pfl!-LIlTlC1Id CO1J"rFiOL DISTRICT /�/0 5 C A L
<br /> ANY FILL PLACED SHALT, BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE
<br /> SPECIFICATIONS: 9. EXCAVATION PERMIT: i'� M 1`'' G'''PQM"D C� PUBLIC HEALTH SERVICE
<br /> THE CONTRACTOR SHALL OBTAIN THE NECESSARY EXCAVATION PERMIT(S) FROM THE STATE OF :'+LIF. 1. STORiv1 SUPOJAGE: TERMINAL f Tr
<br /> I U"LIC I GN4L`d^T=i CE 1601 E. Eiazelton Ave. Stockton,Ca.9520 ENVIRONMENTAL HEALTH DIVISION
<br /> A. EARTH FILL TO ESTABLISH CONCRETE PAVED AREA AND AREAS WITH ROCK BASE ONLY, T 2. WATER St)PpLY. PVT IVc!L L�'
<br /> �/ ❑ APP
<br /> SllBGRADE SHAI,I, BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90X, EXCEPT THAT DEPARIIIENT OF INDUSTRIAL SAFELY FOR EXCAVATIONIS OF FIVE (5') FEET OR MORE IN DEPTH. # 3 SAr i T ,;y'SEWER; SCr TIC I 1 PL`'�E" `� � " � 1��` AC rovEd _ __-___-- �• Q• BOX 2009, STOCKTON, C,°+95021
<br /> THE AREA WIT}PIN 6" BELOW SUBCRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE r 4. TOT"' PL.C,'SIZE:--Z� �-AC CLQ LP.Si`�,-- - --- - PHONE: (209) 468-342Q
<br /> ABOVE iV.G. roved---' -`-~
<br /> IU. ALL EXISTING PRIVATE OR COUNTY IMPROVEMENTS 'THAT ARE REMOVED OR DAMAGED BY THE s,{;1i0 ❑ Di�a,�g �
<br /> COMPACTION OF 95X. 5. lO0 YR FLOOD ELEV. ----� OTHER _^---- ;'Eii:APCD
<br /> TRAFFIC r • tG�ticn I"W
<br /> B. FILL AND COMPACTION IN THE BUILDING AREA SHALL BE IN ACCORDANCE WITII THE BUILDING CONTRACTOR'S OPERATIONS SIIALL BE RFS. TORED TO ORIGINAL, CONDITION OR BETTER 'BX THE 6 FEEc: DTF ACB 001
<br /> K'rP __ -
<br /> PLANS AND/OR SPECIFICATIONS. CE}NTkACTOR. TI{E COST OF SUCEI WORK.SI{ATaL BE Il11CLUDED iN TILE; COST EfF VARIOUS ITEMS OF REMAR4(5: µa4e °i. i�:, i ta:- �1."
<br /> C, EART't[ FELT TO ESTABIISIE FINISHED GRADE OUTSIDE THE PAVED AREAS AND BUILDING AREAS
<br /> CON',"I RUCTIOIJ AND NO EXTRA PAYMENT WILL BE I1ADE BY 'CELE OWNER. ®' �� � Apf}roved
<br /> SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 80%. -
<br /> ❑ Approved with changes: See Remarks
<br /> t 'PART OF CONSTRUCTION, THE GONTRAC'CORt SHALL lLitTA1N AN ENCROACHMENT PERMIT FROM -------------
<br /> 4-
<br /> � J - -
<br /> 11. PRIOE 10 S _.___- -
<br /> ALL AREAS TO BE COVERED WITH CONCRETE PAVEMENT SHALL HAVE A SUBGRADE COMPACTED TO 95% THE (,OUNTY OF SAN JOAQUIN AND COMPLY WITH ALL PROVISIONS OF THE PERMITS. -r_ _ _ - - -
<br /> T'��}.`.APPR�JV�i�.L IS BASE=J OtJ A C3F_�EE2I�t!N��}I^d THAT TH£DE'<AIiVAGE CONCEP u_�.
<br /> RELATIVE COMPACTION TO A POINT G BELOW .,UBGI[ADE. ' (''TRE EELr THE
<br /> SESBMiTT�PaIEETSTi=.,�COUt`!TY'R^�Q11i�Ei.�iE�+in+�iV�JGc��IEDR":;PdF�,GE. ANY / -~ _Qy_ ❑ ©i5ap rOVe>�; See Remarks
<br /> 12. AIL i iiPROVEMENTS SHALL BE CONSTRUCTER IN STRICT ACCORDANCE WITH SAN JOAQUIN COUNTY of THE i?ESPE•3i�SE;iLt'fY CF PR)' 14?1.:G R QuF _
<br /> SLL 111RRO UNLESS SHOWN OTHERWISE. DEVrLOM-, ,-Ty NN ^C�;I'I"HEDRAINAGEPLANASAPPROVED Date--� -_.�--.---223'
<br /> AMEND TENT,OMISSION:OR Dr'.,?.•C R( ROPFIRTY OWNER). Remark
<br /> SHALL ESE THE SOLE;RESPONSIE3tt_iTY OF-Ei IF UFt�Ei O°F. E'
<br /> GO' APPROVED:
<br /> FOR DiRFCTOR{?`PElE.L1C WOKS D11TE Date y
<br /> Approval of these pians extends only to that
<br /> G �A4-90AP �xi� . encG E r'-
<br /> � - which is shown and described hereon but
<br /> ywEG�TEf�111 F-AGI�! 17°� _ �� - - xlse_ -
<br /> t 9 x 15�- ---- does not authorize or approve any omission
<br /> Ig5 Iz14.53' - x Ia? -� --- l5� Ig p� 1gk I� ;
<br /> � x l�° - -- __. � or deviation of requirement'; of State laws ar
<br /> x E&4 m >t `ISP. focal Ordinances.
<br /> vutl,
<br /> X 15
<br /> )E L5 e 1177
<br /> --------------------------------------
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<br /> t t I 00 54.Ff o x 14 l A
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<br /> " I�_- x;� area a� -1/, Spread ever�ly over
<br /> -x �r
<br /> F,771 �J�Io
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<br /> X. 3 �° ! rz3,�18 'i9° Q fife dr removed
<br /> r7�g I�dall1g 0horn
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<br /> zo$ I 9(�c'D 5�. �f x I�? x t2 x169 FIRE DEPARTMENT `t
<br /> X17- BUREAU OF FIRE PREVENTION
<br /> x
<br /> P. O. BOX 1099, 800 E. "J" STREET
<br /> Q. , x17 LATH120P, CALIFORNIA 95330
<br /> = - _
<br /> i9 _ Pscc _! b ,r' !7� (209) 982-5170 OR 858-233].
<br /> x14
<br /> ar-7d Wim,d.• ..hop � ❑ Approved 'o I �✓HAf�PE
<br /> �, a. zv4 Zooms 4BDD .F °`� I05
<br /> ❑ Dis pproved: See Remarks '
<br /> ARMY
<br /> PP - [B 6 r�"'COpo .__
<br /> J 25'� 25' 77Ca51<7 Enc�osuCe Approved with changes, See Remarks ID ti
<br /> /� /// ,A, ,,J / [� y Remarks �, Iz� - LATHf20PJ CA C7
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<br /> _Qp 0 DDrI7C' i o / 7 7 �/ r - - - - - __ -~ - �+C(S o
<br /> Date 61'
<br /> --�� _ 3
<br /> Applicant certif>es that the praperfiy is escrilsec
<br /> Ian and That all ex;sting and posed structured �oulr✓ AvEnruE
<br /> by thea p -
<br /> /e!! 22. 78 applicant �r-,ees a ,�
<br /> irl� roe are shown. The app [� >-
<br /> P 9<� n ,
<br /> XI9t C7Pll• 5t�le
<br /> p' to complete proposals as shown and to comp y witFE r ); rvlTE
<br /> o E�'Id QUa�/f/, Co1�fr�1 r✓�OCo�/}�
<br /> ' 177
<br /> all the conditions listed. Approval of plans shall not r a
<br /> 6e construed to be a permit or an approval of any
<br /> 1g-a x t$Z x(g'
<br /> -
<br /> T T viola};on f ar`,y section of the Uniform Fire Code, '
<br /> - - .-
<br /> �r;tr
<br /> �a- 0 wt a5 sus
<br /> ?_O� �',.`D E�ci�t, �OI?G. �nlab T F e Protection Association Standards or codes S �_. _.._.__.._.._-
<br /> ces f the City of Lathrop, Manteca-Lathrop =� f.
<br /> o ��d I 5P !I nB Nationa /-I TT/9
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<br /> 0 2E? Developer
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<br /> _-- - --- - tructurasandiiTLprovernenis�rcS�Oa'JU•e6;eapplicanta=�rE..stOccir, ec. Rraposaisasshownar
<br /> 5
<br /> 7 y�. _ to co p y Ith all the cond�tiarts Ils.cct.
<br /> 2
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<br /> iq - !97 cqs� ruoo'07'I5"vy 137e 1 T Exr�- lo' wide Exist �enGP Date
<br /> 1 signed
<br /> 1 Water EaraGl�'Jer�f Owner or auttLorized represent-ative
<br /> rhr� 7, o0o 5�uare hof 3. 5 /od
<br /> Final PPProval
<br /> �•E.¢��- F,��D.s•��� m 5E•�" EN L A�'G'Fll�l Fttt T _
<br /> N deep riff ( 92� C. Y) wrd Cnr2crelc0000
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<br /> By. G�entatife Ona }ZZ-9Np SY7�-k... 5 -2-9U
<br /> �o '�,cr�, $.�.,�v,.��-s 5 U6rniffa� for bra d I rig pe I m i f _
<br /> lc�c�aflon {tornf71y was spread _��
<br /> SHEET
<br /> �� �•�•�T- over 5f1`e s, �.
<br /> Me KIAILEY AVENUE
<br /> JOB N0. �13R -,V CON - FAB CORPORATION
<br /> 1 Cid 1 ' .,, i✓ i s R E V i S i 0 N S DATE 13Y 1 E G F R i E & A `S S ; 1 ATES
<br /> DATE
<br /> Np. OESCRIPYION R ■ ■ ■W. S 'p
<br /> --� - I P ROVE NI E NT PLAN
<br /> C O N S U L T I N G C ! V ° L ` E N G I. N E E R`' S F.a. No. I T E
<br /> O.RN 1 �( 95204 OF
<br /> 4045
<br /> CORONAD AVENUE, STOC`,KTON,. CA5615 DRAWN �G
<br /> y� fr/ FILE N0.
<br /> DESIGN � 3900
<br /> R.C.E. N0. 3. r CHECKED
<br /> �,��
<br />
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