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JD m ,4nATLANTA a 5outhiaird Rd, �septi Louise Ave. iJ T0 umwcatLouise Ave. Blackmore
<br /> } Y Louise Ave1 � � W7�
<br /> 7 vpN7ECAMUN "• . c th- r e 0 L F COURSE o �a` u ho z ers A Rd. m
<br /> Jeone Rd. a t Q.a Rd. Elizabeth c ar
<br /> R 1 [ o o SIMS Buslrk Ln..�
<br /> .;
<br /> °C `� S ATIO Rd.
<br /> jam CALLA ` Leroy 120 r R.a- s VAN-d,
<br /> 1
<br /> t - SCHOOL t] ALLC
<br /> O ^ <1 t M N ECA 'en d� 99 Rd. Donahoe 3 0 XX SCH.ALLEN
<br /> _ _ B/ \. - Ave.
<br /> 120
<br /> t m � Groves Rd, o D � � 0 0
<br /> .(� W w r Y Rd. S .2 -� . U >All n Rd orwi
<br /> och Av 'cpMello Rd.-Clinton li
<br /> ItDIriT4 t ( ry o CL
<br /> _ .�(� . l �.7 Fig c < ua South
<br /> o F= °` 9 ' River -Rd.-, _ c
<br /> Se an Rd, y 9 -C - Greenleaf Rc
<br /> _ ' °'
<br /> Nile Rd a 4 -a
<br /> to River
<br /> 46 � , NIL Veritas c z Colony Rd. Rd
<br /> ➢, Z'f A.IG, OtiCR I klmondwood br. oc ��
<br /> 0K\ 9
<br /> STROILV ED o MiSPRIN4. CoriST rGottlrl�wA7 mc
<br /> ; p AHi� 1 8' WtDt= ` A?.©t Q Q RiPO ,, COUNT; LIsLEK DEL RIOT
<br /> ` GATES, r'+ r.ocictalrr � COUNTRY CLUB
<br /> N Mc. est Rio Rd. = C 1ACOUIVTRy C
<br /> 'PhAliDLR !f 10 IIG.P. CAKE ` fit' C.t Iv 'rn R o Brad o ` G fQLh7 is autslatld Cownfi
<br /> S Road
<br /> WELL E 'L y Y "
<br /> Lyon m °' o ,
<br /> Perrin Rd. Rd. -S�14 Y -o N o �E U '`'a cc .. 3000 > !OG
<br /> Hutchinson �' �e� °C o c .. c Cost n,
<br /> 47.y4 '� `S v P di Plt Rd.
<br /> u"or cc rn f c o o Rd.:
<br /> 4 4 , Q ,� _ rccoreli�' �a a o o T
<br /> VC l5 # Y t�KT \ 6 Monti ur•� Rd ; z Kiernan cr NI
<br /> or �� ,!, Ua A E ScH.
<br /> + �9, r 4 VAIVt x Th�rw Trahern EMOR.I.I, � a AL
<br /> b PUM t coutRdc y 3
<br /> �r NGL 1Mf 4 571.14 ,.D d MEMORIAL `��}m � Covert 21 Bangs
<br /> .� 4� rD •�t�riM F rex Jct. Fauns STATE PAR
<br /> °' $
<br /> DRM 0"KArN POMP t#L*c1F- o a Rd=a -
<br /> I
<br /> to; e�4 �e con Rood °Id" °e Sn de�
<br /> f
<br /> ` g >. o m ti E m Murphy a
<br /> i /r� �.o -�� "tijntSlCiU� ' x° _ q /o Rd.1 0m 99 Venem nStal
<br /> PL. Al i
<br /> _ VICINITY MAP
<br /> r- UNDEVELOPED AREA
<br /> 48• Q ul r
<br /> 2
<br /> rn
<br /> loflEN GRGUNl� ) OD _ r Sr�es
<br /> GENERAL NOTES
<br /> PROPOSED BLDG. r--` 1 • ALL WORK DONE WITHIN THE COUNTY RIGHT OF WAY SHALL BE DOVE IN STRICT CONFORMANCE WITH THE
<br /> STANDARD PLANS AND SPECIFICATIONS AS TO THE MATERIALS, METHODS AND QUALITY OF CONSTRUCTION,
<br /> FIN. FCR. ELEV. �$.[5 1 2. ELEVATIONS REFER TO COUNTY OF SAN JOAQUIN (USGS) DATUM.
<br /> 3. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND ENGINEER DO NOT ACCEPT
<br /> RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL HAVE EACH
<br /> UTILITY COMPANY ACCURATELY LOCATE 1N THE FIELD THEIR M A INS AND SERVICE LIDS, IT SHALL BE THE
<br /> ' ¢ \Q �_ _ L{�NDSCAPED PLANER CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING
<br /> p� �� THE PERFORMANCE OF THIS CONTRACT.
<br /> 4. THE CONTRACTOR SHALL BE RESPOP.;SIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT
<br /> AR_ TO REMAIN. SUCH IMPROVEMENTS THAT ARE DA*IAGED BY THE CONTRACTOR SHALL BE REPLACED AT HIS
<br /> EXPENSE. FOR LOCATION OF UNDERGROUND r1TILITIES CALL USA 1 (800) 642-2444 AT LEAST 48 HOURS PRIOR TO
<br /> ~O - C01 IMENCEMENT OF WORK.
<br /> b1' �'�• l �,• ���r�DP \ - T1'II THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ,RESPONS161LITY FOR JOBS ITE CONDITIONS D
<br /> UR IND
<br /> 1 '1'a.v • 501 COMMF-RCIN, COURSE OF THE CONSTRUCTION OF THIP PROJECT, INCLUDING SAFETY OF ALL PERSONS OR PROPERTY AND THAT
<br /> TH i 3 REQUIREMENT SHALL APPLY CONT I4JCUSL Y AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
<br /> I D�IYE �l� THE, CONTRACT SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FOR ANY AND ALL
<br /> r
<br /> I LIABILITY, REAL OR ALLEGED, EXPECTING FOR, LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
<br /> I
<br /> ENGINEER.
<br /> EER.
<br /> 6. WE CALL YOUR ATTENTION TO: SECTION 1540(A) (1) OF THE CONSTRUCTION SAFETY
<br /> ORDERS (TITLE 8
<br /> CALIFORNIA ADM IN ISTR AT ION CODE SECTION 1540) , ISSUED BY THE OCCUP AT ION AL SAFETY AND HEALTH ACT OF
<br /> SITE PLAN APN ?-Oes
<br /> O�q - t�o� (4 - 1973, AS AMENDED, WHICH STATES:
<br /> LAAiDSCAPEI� PLPUTER --�� "T,r 41D.q�
<br /> F SCALE: 1"= 20�-0� - "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE M
<br /> _ ADE TO DETERMAIN WHETHER UMXRGR
<br /> EXIST, f 2) Lp7 STUBS - q`I_� lZ`� .�.� ,s VENTURE WAY INSTALLATIONS: I.E., SEWER, WATER, FUEL, ELECTRIC LINES,.ETC., WILL BE ENCOUNTERED AND IFSO
<br /> ND
<br /> NORTH f3F_ WHERE SUCH UNDERGROUND INSTALLATIONS ARE DATED. WHEN THE EXCAVATIOiV
<br /> APPROACHES THE
<br /> / TSI L THE APPROXIMATE LOCATION OF SUCH INSTALLATION, THE EXACT LOCATION SHALL BE DETERMID BY
<br /> A CARFUL PROBING OR HAND DIGGING- AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br /> PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF THE UNDERGROUND
<br /> �d FACILITIES IN THE AREA SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO
<br /> PV.E THE START OF EXCAVATI�V,"
<br /> 7. "CLASS A SUBGRADE" DENOTES GRADED SU13GRADE WITH RELATIVE COMPACTION OF NOT LESS THAN 9599
<br /> SIGNAGE © - _i i � � �- ' �, A�ALL 3ANIDEPTH
<br /> TARY SEWER CONSTRUCTION ON-SITE SHALL
<br /> BE CONSTRUCTED INTERNATIONAL SYi1Bi:'. pr ACCESSIBILITY: ACCORDANCE
<br /> 1 .>.. ADOPTED UVIFORM PLUMS ING CODE. PIPE hATERIAL SHALL BET AT ALLOWED YIN THE UNIFORM PLIUMBING CODE.
<br /> .ritlOtc��tri.P�_i�✓�P/G tf .� � � i
<br /> °t" 9. ALL DOMESTIC WATER PIPELINES ON SITE SH LL BE PVC, SCHEDULE 40.
<br /> 1. symbol shall be white figure on blue background. i k 10. PORTLAND CEMENT CONCRETE FOR l:
<br /> �.� ORBS, PAVEMENT MANHOLE OR CATCH BASIN BASES AND OTHER
<br /> MISCELLANEOUS SITE IMPROVEMENTS SHALL BE CLASS B CONFORMING TO THE REQUIREMENTS OF SECTION OF THE
<br /> 2. p x s' surface identification at all Nandi^apped I STANDARD SPECIFICATIONS, THE MINIMUM TEST STRENGHT SHALL BE 2,500 PSI. PORTLAND CEMENT CONCRETE
<br /> parking scalls. Z > i� z ;1.. SHALL BE IN ACCORDANCE WITH SECTION 7:,-1 .O6 OF THE CALTRANS STAN ARD SPE
<br /> ivaPoIN:
<br /> __ �; I�, Zoe_� m 1 1 REFER TO ARCHITECTURAL PLANS F JR SU IL IDNG DIMES IONS. C IF IC AT IONS.
<br /> I1 ' ]Y1 o v
<br /> PARKING :TOTES C $
<br /> _ i L mm -wroahwrnra� Q -to - +t-e ��.I 4?.� C GRADING COTES
<br /> 1, Handicapped space must permit use n} tither
<br /> `!z*011 of car doors,
<br /> 2, Bumpers regnirod when no urrh ur Isarrier is
<br /> provided which will prevert encroachment of tTORM DRAIN � � �G
<br /> F� Ilii cars over walkwuys.
<br /> i� Y - k SHEETPOND S3E + ,!� II a rs 1 . LUMP SUM BID FOR GRADING AND LAND STABILIZATION SHALL INCLUDE EXCAVATION AND FILL OF PAVED AREAS
<br /> S. Wheelchair usllrs must nnc he forced to go - v40
<br /> behind parked cars Other • :an their own. � � � p� itt>o.1t � � a�,j AND BUILDING AREAS WITHIN THE SITE AND 'T'HE PLACFMENT OF ANY EXCESS EXCAVATION ON DESIGNATED AREAS AS
<br /> `si Z W• V _ z� DIRECTED BY THE ENGINEER.
<br /> 9_D sw S•D� 4, When only one space is provided it hrrs to be {i- '' 2
<br /> �- ` G7R[eT s,G '� 1. 2. EARTHWORK
<br /> !ti' wi:ie, lined to provide a 41' Parking area
<br /> SINGLE and a S' loading and unloading• arca. ` D,1. 1
<br /> ` go Td � .• xl ,yam n - p�+ THE CONTRACTOR SHALL EXCAVATE, FILL Ai4D GRADE THE PROJECT' SITE IN ORDER THAT SITE IMPROVEMENTS CAN BE
<br /> _ 5, Wien nn c rl•:ui ' r, is required, .J CONSTRUCTED TO THE GRADES AND SLOPES SHOWN ON THEIR PLANS ALTHOUGH AN ATTEMPT HAS BEEN MADE TO
<br /> am. : spaces can be ;: -rv;ded within , 10 p u•E. 4Z_ LT Te BALANCE EARTH CUT AND FILL QUANTITIES, DUE TO THE APPROXIMATIONS OF EXISTING GRADES AND OTHER
<br /> ar wn ayp.EaunEo rwrw rw, � 2 - 'd✓� _ /+�.Q4 TC
<br /> ���_._- -�__ � � ,a;ravaawrrsvat,�ar►....,a 23' wide area, - �"- _ a=
<br /> COND IT IONS NOT PRECISELY KNOWN THE I:, O INFER DOES NOT GUARANTEE THAT SUCH CUT AND FILL QU AN IT IES WILL
<br /> a 0 n. Fach Larkin s:i"cc is retwired to ¢ (l� QttBALANCE, AS EARTH WORK OPERATIONS PROGRESS,
<br /> r�U� WwEr
<br /> c .-: ' he at least lit ions. V 4't,ik x• I �,,} MINOR ADJUSTMENTS IN GRADES MAY BE MADE IN ORDER TO
<br /> -a ma■ 1 1
<br /> x: r BRING THE CUT AND FILL QUANlTIES MORE IN BALANCE, BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAL OF
<br /> fig �q � ..
<br /> I 7. Surface slopes of hoviinh areas ❑ I +� 41•� \ r�1'tt'. T9'TClip THE OWNER AND THE ENGINEER, THE COST OF SUCH ADJUSTMENTS SHALL SE PAID BY THE CONTRACTOR AIS! NO EXTRA
<br /> for the Jisahied ,hould be minimal, T ;
<br /> but are required not to exceed -' '�' { PAYMENT WILL BE ALLOWED, ANY SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY
<br /> THE ENOWEER
<br /> '."/Ft. in any direction. AT THE CONTRACTOR'S EXPENSE. ANY ADDITIONAL EARTH MATERIAL NEEDED TO COMPLETE THE ON-SITE GRAD
<br /> dJE G I/O�f./ .4-.4 ..__ �;.o•�o
<br /> rrriu. .,roe A. parks shall not encroach into any / *. 4{..Q I SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. ANY FILL PLACED SHALL BI' PROPERLY Cdl"1PACTED AS
<br /> �` :1 0.1 _ o g5 REQU[RED BY THE PL ANS AND THESE SPECT IC AT IONS:
<br /> parking space, � '�
<br /> 10 P,
<br /> 9'-0" 5'•D" a-o" 'r. Handica d s rc shall he near - a vL -� �' + 10
<br /> r� r•,
<br /> MULTIPLE accessible primary entrance of Z N
<br /> ° A. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL 8E COMPACTED TO A MINIMUM RELATIVE
<br /> building. 4Z.3 wNST. SX"- 6 COMPACTION OF 9099, EXCEPT THAT THE AREA WITHIN 6" BELOW SUBGRADE SHALL RE COMPACTED TO A MII 1
<br /> 1 M..� si t+;"s.b.P.
<br /> z LOT STUDS
<br /> _ REL AT INE COMP ACT ION OF 9596.
<br /> 4 _ 5-L 5,p,t B. EARTH FILL TO ESTABLISH FINISh_D GRADE OUTSIDE'THE PAVED AREAS AND BUILDING AREAS SHALL BE
<br /> to, Ilse[ parting apace to trace permanent (7D sq, in. iCOMPACTED TO A MINIMUM RELATIVE C0�"IPACT�hI OF $099.
<br /> m1n.) YIAk�ICAPPgIi PARKING sign, gg �
<br /> ..xE sr I1y y 14 ° C. FILL AND COMA'ACT ION IN THE BU II_D ING AREA SHALL BE IN ACCORDANCE WITH THE BUILDING PLANS AND/OR
<br /> 11. Free standing mount located ■t f aw,interior and in a0.. �. _� � T � � SPI C�
<br /> parking spats mounted minimum Of $D" above finish rro w w..�. r 9 T � �AT IONS.
<br /> grades. 1 i !Tt
<br /> ru.+.ourr[o
<br /> a� r }"
<br /> 12. ftlIperk ng SPOd signs d mind at interior andova of � � CONSTRUCTION lOI1� STAK iPdG
<br /> perking space awuntad minimum of 36" atone finish � I �
<br /> 46 "�
<br /> ¢ZS 4 47.5 4't.o
<br /> li• !-stint parking o iacitities U have sign at 410 1 , CONSTRUCTION STAKING IS NORMAL'.Y PERFORMED BY THE ENGINEER WHO PREPARED THE PLAN, THIS PERMITS
<br /> 7k--Sign t xt to st net lesss thaw[ 17" g nsu to iwBig* AP!"ROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL
<br /> hitt tart to state the fount placards
<br /> ards otr rile vehicles ` I~ NO-ICE THAT THE FIRM OF RAYMOND GREEK CONSTRICTION COP'1PANY, INC , PERFORMED THE CONSTRUCTION STAKING
<br /> Oat displaying distinguishing placards or llc�,nas plates ._._.. WORK
<br /> issued for phyaicr,lly handicnppad psrse�s Slay be towed
<br /> away at Queer's aspanse. ;ywee vehicles Say be reclaimed
<br /> �; 1 .��� 2. ALL REFERENCES TO CONTRACTN SOALL MEAN CONTRACTOR FOR SITEW RK
<br /> or by telephoning
<br /> O SHOWN ON THIS PLAN ONLY,
<br /> ��. 41.8 r 4•Z-t i4$.l ��o
<br /> r� 'TL i LRi4>g I 5D" Z
<br /> �Pjcd 01
<br /> r„r-OR�TrR SArI .,10A4U1a.7 iR
<br /> l-
<br /> REVISIONS
<br /> NO. DATE BY DESCRIPTION PLEASE NOTE: C eu `" s, ,_
<br /> ��+ 1. These drawings and calculations are the property of Ra DRAWN BY J. '. kMP �0N4 c-K 2 Se ` �
<br /> PROPOSED WAREHOUSE FOR: p p y ymond Gll�ithdrawn ��'E � T
<br /> � Greer Construction Company, Inc. They are loaned without CHECKED BY 1S. FI�"LR
<br /> consideration other than in agreement and conditions that they DATE
<br /> 'L *`ON D� are not to be reproduced, copied or otherwise disposed of,
<br /> SURTT J I GERALD TEUNISSEN directly or indirectly, and are not to be used in whole or part G. J. NO. M. J. N
<br /> to assist in makingor to furnish an O
<br /> y information far the making
<br /> 1 1 i 5 f VENTURE WAY of drawings, prints, apparatus, or parts thereof. S H E E T T I T L E
<br /> r The acceptance of these drawings will be construed as an ac
<br /> MANTECA, CA 95361 ceptance of the foregoing conditions, and as an admission of SITE PLAN
<br /> the exclusive ownership of Raymond Greer Construction
<br /> Company, Inc O F SHEETS
<br />
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