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P' <br /> 2"AC OVER 4"1MATCH EXISTING " ' y L' { " r L <br /> \4� LINE CUT <br /> mill <br /> SAN JOAQUIN COUNTY PUBLIC WOfZKS DEPARTMENT <br /> IMPROVEMENT PLAN APPROVAL <br /> ' � ' COMPACTED SUBGRADE <br /> Q— ' +- - , .,. ry ..a- y STORM DRAINAGE: TERMINAL ED ON SITE ElZi COM.FOND ;,+ <br /> 5 1 <br /> M, :; SATIEARYPP1WR: SEPTIC L� PUBLIC I= ES„jyl k C I , It°. <br /> PURLIC ED t' <br /> SANT SC AC DEpartrnent nt Piarinlljf,11 ai�'crinn <br /> M NG DETAIL — WESTSI DE <br /> _ �. TOTAL PLOT SSZC: AG DEYt.P.SIZE: _ <br /> `;. 200-YR FLOOL}EI.LV. NGVD AEOVE N.G.IN.G. p <br /> G. FEES, DTF �T�_AOB TRAFFICfHER Ap liG�1011 fr' ..]�1-.,,_71 <br /> REMARKS: - --- _ <br /> TI Address.. <br /> 1 HIS APPRGVAL IS FSA`:'EL7 ON A DETEWVIINAI+ON THAT THE DRAINAGE CONGEFT A5 Zorle: ._� i,; <br /> N A—A _ ��l-tx o-� _ <br /> SECTIO SUE',MITTED MEETS T NE COUNTY REQUIRLMENIS AND DOES NO I k!-L LEVE THE Developer Frre Rr q rr(! <br /> D£_VELOPER OF THE RESPONSIBILITY OF PROVIDING ADEQUATE DRAINAGE. ANY <br /> Fire District: -W�A�L`1�;{� <br /> AMENDMENT,OMISSION OR DEVIATION FROM THE DRAINAGE PLAN AS,APPROVED Applicant Certifi;js that the property is as dil t;y this elan and that all existing and proposed <br /> I.I BE THE SOLE RESPONSIBILITY OF THE DEVELOPER(PRU)FRTY OWNER). structures and improvements are shown- The applicant agrees io Carrlpl2te proposals as shown and <br /> SCALE: V'=20' -- - <br /> � to Comply with all tl-ie Conditions listed. <br /> APPROVED: <br /> �F � InI� FOR D�iECTOR OF P LEC WORKS DATE !� Signed <br /> ,(✓qu E" Owner or author, t_d representative <br /> I (p �• 7 -- -- ntativtApproval <br /> ._— --- - - - -- - <br /> - — ,4 ---- -- -�- Final Approval <br /> Oil: ow <br /> - V' \ 2" A i I � I <br /> FF � C PV13D D WIS70R PARKING, __ -_ _ -. 12" AC P1�VE ` � CAR DRIVEWAY {existii �\ �FFIC1=CHA11 LINK FENCE &\ 5' LANDSC PE AREA I f I I I _ ._ OFFICE III f l'EL �xistin H � { 9� � � �; • ., t� a �EMPLOYEE PARKING (20) � � __ � — ADDiTlpN (1 handicaped 4 sten and [L;�bll�al��II�I(c;,5 l�cS� U 1,�1/ll[i�lc��3(existing) <br /> SCALE {existing} _ trtictl <br /> \ 9,4 <br /> ; — <br /> h6 7 / �, 7,5 'a.` � � � �_S_ ._ \ .� = - r f;H �X1571NG <br /> _ 'i I CONSTRUCTION NOTES <br /> c oJr -rc� GRINDER <br /> Y <br /> 0 <br /> �— �! WITH 2" OF AC <br /> 1 �►��"calzva �"�p�� rt` 2 �t � I 1. PARKING AREAS TO BE PAVED <br /> ti -8T 146 FOf GE- MAIN -9 _ <br /> f � 2. ALL PROPERTY FENCE TO BE 6' CHAINLINK WITH POSTS t�D 10' MAX. O.C. <br /> 3. BITUMINOUS CHIP SEAL AS PER SECT. 37 CALTRANS SPEC. 3/8"xNO.6 <br /> 4. ALL TRUCK PARKING AREAS TO DRAIN IN TO SAND & OIL TRAP <br /> 5. TRUCK WASHING AREA TO DRAIN IN TO RECYCLE SYSTEM <br /> 6, TRUCK ENTRANCE DRIVE _ CONSTRUCT 50' TAPERS PER S.J. COUNTY ST©. <br /> 6.9 1. I t SAND FILTER FOR LEACH LINE INLET SHALL BE MIN. 1' THICK OVER 4" MAIN <br /> 7. <br /> ? ° SAND FILTER SHALL BE CONCRETE <br /> RETE SAND <br /> CONSTRUCTED FROM 2" PVC <br /> L f r� © ' O CIS I I 8. OBSERVATION WELL TO <br /> ok _ EPAI R ,•'SSI ' z 9. SEE KLEINFELDER SOILS REPORT DATED 11/6/92 FOR SOILS INFORMATION <br /> I ,% / Q II i w, 10. AFTER FINAL POND GRADING SCARIFY BOTTOM OF RETENTION POND <br /> 11. ALL ELEVATIONS SHOWN ARE DATUM ELEVATIONS <br /> 12. DRAIN TUBE SHALL BE ADS IRRI-DRAIN OR EQUAL SET 0.00 SLOPE <br /> Z �'� / I y ` �, 13. ALL EARTHWORK AND SURFACING AS PER CALTRANS SPEC. <br /> 5: Q <br /> C) DATUM ELEVATION <br /> tT / <br /> i <br /> 9, 1_ !, p t ' � I DATUM ESTABLISHED ON THE NORTHEAST CORNER OF SCALE FOUNDATION <br /> Z "x" CUT IN TO SURFACE OF CONCRETE = 100.00' <br /> I .A � �, L 7'S � �� t �1 - '� !� �%X � � ' � Q � �' I EXISTING SURFACE CONTOURS 'USE DATUM EL.FVATlONS - <br /> r I t � / � �' � t � ❑ <br /> I -� �' o� �' WATER LINE CONSTRUCTION NOTES <br /> Lm.j 1; N' <br /> i <br /> ` � � �-'' 1. WATER LINE MAIN SHALL BE SCH.1_4 80 PVC WITH 30" MIN. COVER <br /> 0� <br /> � 2. WATER LINE MAY BE INSTALLED IN COMMON TRENCH WITH FLOOR DRAIN <br /> I ` f <br /> I � � 1 ,'� � � �- `� � 3. WATER LINE VALVES SHALL BE INSTALLED IN H2O VALVE BOXES & COVERS <br /> i �.0 C= \ Z � ULA <br /> `��I � ;F ,` � 2"AC OVER 4"AB � I j Z � I� I �t1� C---� 4. WATER L1N1=S AND DRAIN LINES SHALL HAVE 6" SAND BKF. COVER <br /> I \ 3 / 4D 1 rj � �� �- I 5. TRENCH BKF, SHALL BE COMPACTED TO 95% OF CALTRANS METHOD 216 <br /> t � > � <br /> ! � a � � 8.8 � . J � <br /> 8,4 <br /> SANiTARTY SEWER CONSTRUCTION NOTES <br /> ' �t1 7.; '� i .� W I �� 1. GRINDER PUMP SHALL BE MYERS RG10 OR EQUAL IN SUITABLE SUMP <br /> �` MATCH EXISTING Z° I I �� 2. SANITARTY FORCE MAIN SHALL BE SCH 40 PVC <br /> 3. FORCE MAIN SHALLTERMINATE ABOVE WATER LINE IN SEPTIC TANK <br /> DRAIN ROCK FILTER MATERIAL <br /> d �yn ° ° PASSING <br /> I Z I I 1 � � `e" .:� ! 4` q 7 � SIEVE SIZE /° PASSING /° ° <br /> I z 2 8.0 o q,Z 1" 100%lit 100/a <br /> I ' B,t 8,� W 314" 75-100°� 90-100% <br /> �] I l �, 4 7S 7t D <br /> 20-40 Jo 75-100% <br /> i 0 ` 31$" 40-60% <br /> 7 j 1 O #g 0-10% 20-45% <br /> z <br /> I m I I #200 0-2% 0-3% <br /> O G <br /> BITUNIINUUS CHIP SEAL SURFACII�I r i Iw <br /> ' I <br /> I p <br /> g 9. i <br /> I I � � / I <br /> I I O' I l _ 7,5 7' 7 r o <br /> I <br /> 71 D 1 <br /> I W I W I GRAPE. L ADI G TATION (existing) LL <br /> � <br /> t � <br /> I I I • / to �------ ..-- { <br /> 1 I <br /> i LODI 3 M1 /. \ _T HWY. <br /> I <br /> / 35'x70` AC DRIVE WI/TAPE S <br /> I <br /> r <br /> I E AREA � TRUCK WASH RECYCLE�NI <br /> ST s -AN GAPE -AREA <br /> 6% -C.V�AINLINK FENCE & .` <br /> - � SITE <br /> 47 4U EAST III TIEIIII' RI]_ ACAM� C], Com. <br /> L OCATIC) /S' III <br /> f <br /> FLOOR DRAIN TO GREASE <br /> TRAP APROVED 'B`r MIKE HUGGINSI �,a. PUBLIC HEALTI� SCALE: 1"--30` <br /> All 017-Q40-07 <br /> c� <br /> �d.rv1 .a+ DATE: 3/10/93 <br /> p'� DR.f3Y: -' <br /> (IL 7 _ VAZ TRUCKING ACAMPO, CA. DR.NO: 2029-C1 <br /> 1 <br /> SCALE: AIS <br /> SITE PLAN IF0C)THILL REV.NO: REV. DATA: <br /> ' '!2793 pACy14Y CL`tK_ LN- LOA?l. CA 36240 <br /> rte,. �' % Cao gets- ssi FAX tlas� mer-� <br /> 63 <br /> FA <br /> TRUCK TERMINAL <br />