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CONSTRUCTION EAR7A-I C14AAIAlEL NOTE SEE SHEET L-2 FOR OA/-SITE f
<br /> WIS/DE ,SLOPE 2•7 AND 807-TO44
<br /> FUSEWER PLAN u 6 F E n � P I 56
<br /> FUTURE EDGE OF PAVEMENT SLOPE 0 O I W
<br /> K
<br /> FUTURE BACOF WALK FE'FEATHER EDGTO CONFORM!
<br /> TO EX, PAVEMENT ('0"B SEEDETA/L. BELOW FOR INLET GP��
<br /> 5 rRUC TUBE AVD CONNECT/ON �n
<br /> EDGE a 4vemnv A r TO STORM DRAIN flLf� I • �i ' L, '�•� '°j'�f�t�S
<br /> � 90
<br /> SHAW 2,03 egl 25 75 25�� 2579 ROAD
<br /> B"SS 257 25 59 25. �""" 5.51 2 CONFORi✓1 TO EX. PAVEMENT C5.2? 25 Z-6.40
<br /> 540 2�.5G �rn �OaD uj
<br /> - TEMPORARY ,DROP INLET [�
<br /> L16� 5.1 �s J.P� _ DGi�oOF'A: V �ENT 2 SWALE 1 go �s 9 PLACE iOL.F. /Co CjAGE l2'C s.P. sr,QucrURE ra e�rz PcACEo o �0
<br /> FN, 1 DIP/ Gu 2� 25• +I-r23.tD r Z�J' 2Q' 25' WHEN STREETFRONTAGE o 5 PRQ./ECT
<br /> 1�L=AI� 2.5� j5a 2�,9 2 75 ✓P. �uY`
<br /> 1NPRavEMCNrS ARE CONSTRUCTED.
<br /> E� TOR-VALVE - POsr/iV10/CArofSITE
<br /> VALVE
<br /> X05, Co40.00 WATER METER S, -- -- h R=,5' ;� �r R=s 26.40 SHAW RD,
<br /> 25 ITL Z$• PLACE /001 /,2 SD
<br /> J'.rc „roNc / l o po h� 1 1 2 P p> T�Z` - C5=0-005
<br /> HW Y. 99J.
<br /> APRPN �h rL �' �,
<br /> �1i 2 0'_1
<br /> 30 2 /80 2 2 ZD" 4 'L 40 SEE FIRE DEPORTMENT
<br /> A .
<br /> ~' aV 4 PLACE 401F /BX// -,S.P PLACE 50GF /8X/I L-6,P. / O CONNECTION DETAIL
<br /> 9 I6 GAGE FL=23.50(5)1 �� `
<br /> ' 24 CV tl► s /NV. 2/25 5)0075(N) ah AT LEFT
<br /> Ex1sr/NG 6�1�eF SERvrCE FL-23./D�'V) - -'? 90 �3 A.G. 1/ER PARTMEN �
<br /> C0 STING o
<br /> t� N w Fj Q 11 A. ) A�G N COUNTY PUBLIC WOPKS DE
<br /> rl ae� 4�q�.easy p v 1 0' 1 k O O W W .3 Q t5 p 1 CONC, CURB A.C. PAVI�Nf^Ror'r�+l r•Ir PIAN
<br /> W , �,
<br /> E q W O O �, 2h2 2 ,� B' �O 90 1, STORM DRAINAGE:
<br /> TYr 3ECT/O/V AT EDQ DPI f v R=3 µ n a P Zb 2. WATERSU? L : 5 c.lA'� us- FEE:
<br /> GY?AIC. APRON I 1+ " a? R=2o' PL CE 125 [.F 18 SD �ay
<br /> N J 7. P z O ./ fj'Z h Z�� �.�= :'fi n/5 1`" L=eo P 2 3.
<br /> 2 _ r 3 �� D�VLP. UI7! LOCATIO/V M,4P
<br /> S Q2
<br /> Tf)TAI P1
<br /> OT SIZE-31
<br /> � J
<br /> rL ' � o CDNC: y0 L6�'� 5D /8" �+ E R PT AS N.TS.
<br /> W W /O/N EXIST. NIi�@ st6o P d i CURB 1. . 18 PLACE /35 L.F. IB SD SD �1 , ,_qMt„�aTioN Irl.T IIS SRA �' C CONCEPT
<br /> a t o v CURB [a'6
<br /> S 0.0075 /��� /30 Ts��s A•��Rav�t „r o _ ' oT ELIFv� THE
<br /> 20 1 - Q ch 2 SUEiPAITTED^ I.i S (P- F PPO NTS AI�� O A N
<br /> � IQ =�0 � «, ,. iTY OF PROVIDII`1a AD �UATE D, AI:V;GE. ANY
<br /> S VED
<br /> R=30' - c+ R� DEVELOPEr?Gr T iE, A'S APP
<br /> CONCRETE CUR® 2 ' p 16�' E9' all6`'D �`T' AMENDMENT,CUt'S +( 1 TON FRy li TF,f (,IPMiI(PROPERTYI0 JNER�. R1.
<br /> -0'I „DVAM
<br /> OWN 2 �. `Z�56 ©p /,� h SHALL FSE THE�Ol F RL, ,FrI'iY OF T11E D lEl
<br /> �. .-- /,
<br /> CoA15TRuc7-/Poor WIDE q0 (q 1 Tc USH p c• �� �'`'
<br /> r � z�- b. corlcREr�'CURB �
<br /> OPENING IN CURBINQ�. CEAlrE10 2 Q 1�pp �jOp Wr[7TH 1GA? ALONG WEST' �0. fit' �' �� I RECOMMENDED: v DATE
<br /> ` " - ATFLOWLINE OF� P ANO NORTH FACE OF SWIPING)
<br /> Q2y�b 5 • ,
<br /> I h PVMT T0,1a1 PARK/NG DW PVMT 4. CA
<br /> h 2 C Lbr M aO t� \ APPF OVED: i
<br /> 13 I Eo k o�Pu;_Ic vvcRi•;s
<br /> I b, EK. G CONC CU/4L3 N O N f -
<br /> SEE SHEET 2 2 XG RD WD.�D A.C. OV R gy°604 eov= �I N_oo GENERAL NOTES -
<br /> AOR SANITARY
<br /> NEADER 25' \ //'A.B Z 1 (p 00 - 2G'
<br /> SEWER DETAILS NOTE: CONTRACTOR SfIALL `�
<br /> a, L34� CAS METER �� J' 00 V
<br /> L /� Z3 hti ,a 1 . ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH SPECIr ICA--
<br /> ALLOW OWNER /NSP - - �o REA E EJC. CUR \ _
<br /> m TIONS, STANDARDS, AND ORDINANCES OF SAN JOAQUIN COUNTY
<br /> T/ON OF EX/S T/NCS ---- h� .OND A.C. Ql/M T. REPLACE 1� __ � }
<br /> 2\ WIT14 �3"A.C• OVER 1/pA-5. REM01� RWD �C�•'�D �O -_ /06� Z�20 LATEST EDITION, AND THESE PIANS AND SPECIFICATIONS.
<br /> STORM DRA/N,8EF4R _ / ��tl` / NEADE ``
<br /> PCAC/NG C4NCAPRON �' f19 / BOARD 1ANDSCAPE ARIFA 1 N W,4REN4LJSE 2. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED BEFORE
<br /> h 19 h G ZCs .y,� o FRESH START BAKERY �� �v h� 2� .r`b ist 111 ill 1' 6 F�'_I E a 4i"rT '
<br /> 2Q V) W 22 274 R PLACING OF BASE ROCK UNLESS OTHERWISE NOTED,
<br /> �1�• +. 1� r�1 1 `J' 19 `� c��.` rp- y,,yD RF ELEV. .26.50 1,[1�rL a} 1 �1 E.
<br /> Hazoton e. - 'I ()!1 466 G7��
<br /> Cr
<br /> 54, 1734 --1 5q.f yql�� 0 2�'O .�` 4i� j P. 0. Cox 2€}09 :iiOCktOn, Calif. 952)1 3. CONTRACTOR SHALL ADJUST ALL MANHOLES, INLETS, VALVE
<br /> "56 I �'I .�• �, V + Approve BOXES, ETC. TO FINISH GRADE AFTER PAVING INCLUDING ALL
<br /> O O
<br /> EXISTING FACILITIES.
<br /> • 8:'CONC, APRON• ON EX.JACICi.,BASE � - 'o •� � � .� '� colvcR�-r� cuRB � � �.; � ���
<br /> �G'i_itairl ,niiation Permit
<br /> EX.12"WATER �---- PROVIDE COWROL✓O/NTS '20'O.C. Co 'CONC APRON ?�9 p ,� U Q q3 O Z Obiairt �j�r l \"'U;! �'Ermit 4. CONTRACTOR SHALL NOTIFY ALI. PUBLIC OR PRIVATE UTILITY
<br /> REINFORCE W G"'VG 10 GAGE WIRE ON B A00 ASE � �' '124 �' L" -ji ❑ G
<br /> ••F-W yI cra p Zq ti'! Q „ � ,� OWNERS AT LEAST 2 WORKING DAYS PRIOR TO COMMENCEMENT OF
<br /> EX/ST CDNC. APRON PROVIDE CONTROL 1C' �,�oa z N �a D'Sapprove � �` '�I` `
<br /> b COI+dPORIVI JOINTS @20QC_ m .�•� REMOVE EX/ST. V
<br /> 25 ❑ r WORK ADJACENT TO THE UTILITY UNLESS ENCROACHMENT PERMIT
<br /> "FE
<br /> REINFORCE CONFOR STORM DRAIN .� p� EXIST S�PIFxE .. Gi SPECIFIES OTHERWISE.
<br /> 2-2Y2 EMALF
<br /> SWI VEL W�CNECK J WHO"rV Cn`/O'�Aq 2?�j -, -,'. . . .. �'MAIVNOLE zpo ',, . .- 'vi � „ EX/S T. L EAGN� .. �. -.... ,
<br /> 7 VALVE W „ 2� � O V)+ 25' Date. t '^�....... ..• 5. ALL CONTRACTORS WILL BE RESPONSIBLE FOR VERIFICATION OF
<br /> WIRE 2 0 By.... THE LOCATION OF ALL EXISTING UTILITIES IN THE FIELD.
<br /> REPLACE 12 ACP W1/05 Z.IF 15 5' t .
<br /> 7 h a2 I CLASS CONC.PIPE 2� h U 21 4� 259 LOCATIONS SHOWN ON PLAN ARE APPROXIMATE AND FOR GENERAL
<br /> CURB 3• INFORMATION PURPOSES ONLY. NOTIFY ENGINEER AND COUNTY
<br /> FIRE DEPARTMENT .� " �� �art f of Planning&Building Inspection INSPECTOR OF ALL CONFLICTS.
<br /> 2��
<br /> COA/NECT/ON DETAIL I p t M y / I Condit ns: �� �� � 6. CONTRACTOR SHALL, CONFORM TO THE RULES AND REGULATIONS
<br /> 1G SbaG �Wn OF THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO
<br /> /G8.00 32.00'
<br /> PI2� EXCAVATIONS AND TRENCHES. HE SHALL ALSO OBTAIN A PERMIT
<br /> Q 2, 1a 44ARTIAI-BROWER CO. 80' 0� a0 f� �� 2C 3, F/RE_ kYD�� __- _____ FOR SUCH WORK FROM THE STATE DIVISION OF INDUSTRIAL
<br /> 11 1
<br /> I
<br /> D/5'TRIBUT/O/1/ CENTER PROPOSED MARTIN L �`�I ¢ I A t cc ri ies the the p; .ti:rty i z Gs ac�crive.I ,t •is pf.3r and that alk existing and pr posed
<br /> SAFETY.
<br /> W � 2 2 Z struct resand st?cwn. The applic t agrees to complete proposals a shown
<br /> Qr W FF = 26.54 GROWER EXTENs/oN 2 L3 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br /> "'t c ply with all the conditions listed. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br /> 49,000 SQ. f QCTERNATE NO. ! `� Q
<br /> W Z&' h -� J Date CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br /> FF =2G.S4 2 ��Q N 0 Signe PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br /> Owner or authorized representative CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
<br /> rLFJ' 2'rl' �O Z�(yO AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
<br /> 1 I' 2Dr Final Approval OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br /> '000k W I/5 X84 LEACN ��h 0 Tentative Approval REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
<br /> 2� On: , [3y: fin: 2'I �6 ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE
<br /> W N F/EL AREALACEMENT �� G�00 �O a v y� PI'S �S
<br /> r--� NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br /> V � Z 8. PIPELINES WHICH ARE TO BE ABANDONED SHALL BE REMOVED BY '
<br /> Q V CONTRACTOR.
<br /> 42`
<br /> O
<br /> De � h' 9. CATCH BASINS SHALL BE CHRISTY MODEL N0. V32 W/71C431 FRAME
<br /> P, - 5 AND GRATE. DR SANTA ROSH MODEL IL WITH 1-3EAVY GRATE..
<br /> /pEFE/PI�ED FRONTAGE /MPRO!/E1WEIVT �� ��� 2�� 25XI00� ���
<br /> AG/PEENIENT SHALL SE EXECUTED /1.90 p 9 /,vV B -,a LEACI-/FIELD 10. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE
<br /> PRIOR TO ISSUANCE OF ,BUILDING �� - 22 , 2� .P/,y / '/6 22 REPLAlCEMEITAREA 'L2 ALI. KNOW UNDERGROUND UTILITIES_ THE CONTRACTOR IS CAUTIONED
<br /> 20?
<br /> PE/PMIT. ""' -_ - 9p THAT ONLY ACTUAL EXCAVA'T'ION WILL REVEAL THE TYPES, F,XT1±N'r,
<br /> -_ w SIZES, LOCATION, AND DEPTHS OF SUCH UNDERGROUND UTELITI.F,S.
<br /> �- -5=0.003 HOWEVER, GEORGE S. NOLTE AND ASSOCIATES CAN ASSUME NO
<br /> WEST RAIL OF RAILROAD �^-PUR i =� _ _ _ _ ` _-- RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS
<br /> EX/5T. /8"SD mEX. /B SDS O.D035 /O EIVO VIEW DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR FOR THE
<br /> �fX/ST, /19/y. _� FORM JL9/NT IN EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH ARE
<br /> FUruRE --- PLACE !�/CERAMIC NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS HEREBY
<br /> 30 WELDED COUPL/NG
<br /> 7/w, 14 EK. W 70 E&ur
<br /> ' NOTIFIED THAT, PRIOR TO COMM4�:NCING CONSTRUCTION, HE IS.
<br /> 29 47 T ___-- - STREET 4Z' - - 129 EXIST. MH C ^-RIM 22.85 RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES INVOLVED
<br /> 28- VINV. /7/0(T,V) 6A CSP 'Z� AND REQUESTING A VISUAL VERIFICATION OF THE LOCATIONS OF
<br /> I 128 !a - a._._ a w t IG r' 3 BARS
<br /> 3 7 7 i 30 _ 3Q 2 '7 3 w�a£rr�roo7Ep - � s,�„aorH Ill"SD 4 o � THEIR UNDERGROUND FACILITIES. WHERE SUCH FACILITIES MAY
<br /> LEGEND 27 ' Z I 27 R•Y.'_ '�raaw v e'ex� 1 I .161 < WELOEDAT POSSIBLY CONFLICT WITH THE PLACEMENT OF IMPROVEMENTS A5
<br /> /� -_'� �01,vr(rYe) EACH ENO SON ON THESE IMPROVEMENT PLANS, THE FIRM OF GEORGE S.
<br /> r.�2- - 26 o.C.
<br /> 2V d a 6
<br /> -- INLET CONNECT/ON DETAIL NOLTE AND ASSOCIATES SHALI, BE NOTIFIED BY THF. CONTRACTOR
<br /> !2'S STORM DRAIN LIAIE, SIZE DIRECTION 25 '" f ° ' ,
<br /> EX/ST1NG EDGE 25 Mrs OF THE SHEDULED TIME AND PLACE OF SUCH VISUAL VERIFICATION
<br /> OFF40W 24 EX PAvEMENr _ _ - _- 24 TO ENABLE SAID FIRM TO HAVE A REPRESENTATIVE PRESENT.
<br /> _ UT/L/TY REPRESEAITAT/VES SHOULD A CONFLICT BECORF APPARENT, GEORGE S. NOLTE AND
<br /> EX/S T. STORM DRAIN LIME 23 EXISTING PRo TLE 7 23
<br /> / ASSOCIATES WILL CONTACT THF, PARTIES RESPONSIBLE FOR THE
<br /> " - UT/C/TY REPRESENTATIVES �1C�/Q/�/E RELOCATION OF THE CONFI.ICTI[�G
<br /> FACILITIES.
<br /> 22 SECTION A-A IL �I 22
<br /> 24�D F/JVIS"ED GRADE 2 .
<br /> FUTURE EK.Rf/W I PROPOSED 2f F, 11. TRENCTIING AND SHORING ILA:')/METHOD SHALL BE SUBMITTED TO
<br /> R/W 7Q S7RLET TEMPORARY GAS: 6-7•� E PETER KROENCKE (1209) 942-1535 SAN JOAQUIN COUNTY PUBLIC WORKS FOR REVIEW PRIOR TO
<br /> 2 00 EXIST <jRADE 14' 42' - 92' PRAINACE 017CH - COMENCING WORK.
<br /> - _ ELECTRIC/TY• PO• E. Boa MUDD 209) 942- /Co 71
<br /> EXIST.
<br /> r31 7' 2 30 - 3d' --- 13'r 2 7 �7/W - 1 12. ALL STORM DRAIN PIPING SHALL BE CLASS III CONCRETE PIPE
<br /> PROP. COA/C CURB I / ° -- Cess-5-1 ff AOG.Gases
<br /> 26 ' / � lf1/� UNLESS 01[IT,RLJISE NOTED.
<br /> --•---- = Tto
<br /> EXIST. C4NC. CURB 26 �lz3 I1-�IN.L�CPrN L,NLES] TELEPHONE: PAC1Fic e�tl JIM K/EFER (209) 474-4733
<br /> 25 - f'_ � � 25 -95�COA PA�0AJ Or-
<br /> ORIGINAL GRO[1N0
<br /> EJCIST•ING PAVEMENT 24 L\ /J' 1 24 TYP. VERTICAL CURB WATER: CALIFORNIA wATe;Rco. M1KE CAMY (209) 4&G-897/ 13. AT ALI. POINTS WHERE WATER, SEWER, GAS, AND SEPTIC SYSTEM
<br /> TO SE REMOVED REPLACED Fx�srrNGP.�Orr[� 2 z I TIGHTLINE PIPES CROSS UNDER ONSITE CURBING, THE CONTRACTOR
<br /> 23 23 �rorea: COUNTY OF S,AN SHALL MARK THE LOCATION OF THE PIPE WITH A TWO-INCH (2")
<br /> S E CTI Q N B• B PROPOSED I I COM ErE )HALL Tac CLASS 370-C-7300, 4" DRAIN�4f�E TOM �Au 209 944 -2290 ++ "
<br /> JOAQU/h/PU.BLICL•WDy? � � GOTHIC LETTER ON THE TOP FACE OF THE CURB USING A "W" FOR
<br /> 22 TEMPOZARY I 22 aux scu,�•�P-il2'AMX.-StUA4P far WATER, AN "S" FOR SEWER AND SEPTIC SYSTEM TIGHTLINE, AND
<br /> DRAINAGE 01TCH ! EXTRUpED CURLTJ. uS.A. 800 -G42-2444 +� ��
<br /> NOTE: FUTURE F>�G'1VTAQ& 1MPROVEMErVT5 TO BE CO/IISTRUCTCD ATA T/ME 7 yWOV1046 J+'eX,0AA/J10N J01AIrSAT W'OC, A G FOR GAS.
<br /> DETERMINED OY SAN J0AQUIN CO. /NACCORDAMCE WI TH THE DEFERRED UAx. WI.-•+f'o x" ('5A400 rv)DOWflt 3 Ar $EWER! CITY OF STOCKTG7/V TOM OOSN (20F)944-6570
<br /> FRONTAGEIMPR0VENIEAITA�leEEMEtITEX&CUTED8ETWEEAIT14ECOUNTYAA/D C�1hl�a,lr MUNICIPAL UT1LIT)Y06PT
<br /> MAR 10 R0WCR CO. INC. OA/ ANDR6CORDEDA5IAISTRUMENrNUA48ER
<br /> DATE: - - SUBMITTEDk SHEET
<br /> SCALE: I"= 40'
<br /> GEORGE S. NOLTE AND ASSOCIATES SITE GRADING AND PAVING PLAN -
<br /> DESIGNED �.P
<br /> DRAWN: - AOSS -r-- t.
<br /> - FRESH START BAKERY OF SHEETS
<br /> CHECKED: F.W.S. __. -.----.-__ t t� '�'+v�; ... SAN JOSE WALNUT CREEK ? `RAME''�J , SAN DIEGO JOB NO,
<br /> _
<br /> PROJ. ENGR.: l.�.G, BY:-__-- _� --
<br /> ^ _- - - ---� �-__-- (408) 287-8400 (415) 934-8060 (619) 278-9392
<br /> BY DATE REVISIONS - - DATE: �L�986p.C.E.,_$�94 _
<br /> SAN JOAQUIN COUNTY CALIFORNIA zzs384- 01
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