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<br /> r , �A$L ��� �� g y � C2 GENERAL NOTES, SPECIFICATIONS AND DETAILS
<br /> 3 S
<br /> 35.3 35OA� 36.23 1s ° p „fC _
<br /> 35.9 35.89 14"pAK 36,133"QAK 3 RNLI Q 3T.2� 1 C 3 DETAILS
<br /> Vol / r t 1 12 OAK
<br /> ABLC ' aaa 3 801 N h
<br /> / n 1 E1 ELECTRICAL SITE PLAN
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<br /> f I 3tr,r' itS:a�Es+ „�
<br /> 5.6.3 / r 35,50 1 ate ° /� \ / E2 ONE LINE DIAGRAM
<br /> 35,9SE. 6.1( '00 L E G E N D
<br /> q"UA 35.45 T LE
<br /> 15"aA �''� Seo �� 'A� 36,38 ° ' t °0 ABBREVIATION DESCRIPTION EXISTING PROPOSED
<br /> / 4a'O \ 2°GORK ' �h y� ,r'� 6 I
<br /> f -_
<br /> 3 k1°
<br /> 35.52 IJ .s5 EXISTING GROUND
<br /> .4 1 I 1 X :A �,�� .s© - . .. NV -c� a..........._ __ CHAIN LINK FENCE
<br /> f ASLO 1 -.. _. . INVERT
<br /> I 3184 GALLON ® �{�` c
<br /> 356
<br /> 3544 HOLDIN TANKS°Arc o5 .sK° 2 ^� (EX.) EXISTING -x _X X " K -� -K -X -K -K - WOOD FENCE
<br /> 4 op 6 TAIR y , \ 33: OINV ° \ ,, tl Rp0 .V. MAX. MAXIMUM
<br /> _.-_ __ - --.= CONCRETE CURB
<br /> ;oAK W/ DUB EX PUMP o y pQ�s x R MIN. MINIMUM
<br /> SEE DETAIL S- aA�� A s �' c cs ! 7�M 36.60RIM " " EHD SAN JOAQUIN COUNTY
<br /> �s "°A ( \ 3 .31 1 CO3 g 2 l�uy� 1a 35AQINV-2" & 6 FM
<br /> 4° � 1 32.721NV ~` �" � �,DQ65 � `-� 3s.s� s. ENVIRONMENTAL HEALTH E ELECTRICAL CONDUIT
<br /> 1 -��s„oA� oa0 34.451NV-6 SS DEPARTMENT SANITARY SEWER LINE
<br /> 2 - 1500 GALLON i l " 75 B��}�! �-
<br /> SEPTIC TANKS X 7 - 8 SS �'` \ s. 1 4"-° �` 57 core - - STORM DRAIN LINE
<br /> \ (SEE DETAIL SHT C-P 1 S=.0065 .- \TIGHTL NES 7 �� I / ° c - -�-}- - - - WATER LINE
<br /> r cues IRR IRRIGATION LINE
<br /> n, \
<br /> 8 - 60 c `i' 6. � SEWER FORCE MAIN
<br /> yrz 8:1 a14 E OTE 6, ` \ s `3 G
<br /> SEEPId,G ITS aA O' \ r- -TFT( SHEETc C° . 3s ¢K
<br /> \36., 1a.s° 1s"c ELECTRICAL BOX
<br /> (TYP - X5.01 �
<br /> ' � CLEANOUT (SEE DETAIL SHT C-2) o
<br /> 34.301NV j ( -';���-~_ �PG� � �.,. .-''\ �o ;� �3
<br /> 16' _ /� l" ��a� \ 2 „6AK a MANHOLE (SEE DETAIL SHT C-2)
<br /> TYP. 233 -- „ '1 _ - -- 3° coxc 1 s.4s �
<br /> I �~„ _100"LEACH f.1NE��o, 1 � � � - /�� \ � c° ®�V STORM DRAIN CATCH BASIN
<br /> 150 f \ 35 \ 1 1 oQ �EA��SIN ( \ s. ' g - 6 o c orbic I 26 feu+� D4 WATER VALVE
<br /> I 5 - 6"02 c�oR� SEEPAGE PITS i
<br /> TIGHT LINES l _- ' 6'' TIGHT LINE
<br /> 1 (TYP. OF 4) 100' LEACH LINE __---- - 00 p O o 41 100 REPIJ� EAEi� ° w (TYP.) ------
<br /> --� Via` EACI1 - - 3 --
<br /> X 36" I - ✓ �o, °, ! I ace 4" LEACH LINE
<br /> -r ,3GURg
<br /> _ LINE <<�- zs A� � aRy d ����
<br /> _351x0 LEACH - C04 - - 3s 60" SEEPAGE PIT W/ CO & LID
<br /> „ L32.221NV It s QAx r ,���Ekly C1N `"_ -�-- ' II a s.x4 DISTRIBUTION BOX
<br /> 300 10 !�> 1a !�p � � _
<br /> (SEE DETAIL SHT C-2)
<br /> 96 \ �a"apK � 3h1 �, 37;a�oRK - - -' E I
<br /> 4 OUTLET 1 �� �I 3 64�
<br /> I ; ACAC, 33.931 V j- 42" l 36�pK DISTRIBUTION BOX , �o \ �� �� OTA SI SEPTIC TANK o 0
<br /> 5.44
<br /> OV cAclA 34.1 V9 35'kCIN `T NSPLANT SMALL K
<br /> I ACaCAIA T EE 35.3 4A L6��p� -�s.:�36.4c� I o / 10 LARGE OAK TREES
<br /> AG S TYP. TR PER PARK :�s. 3 ` � Ana _
<br /> 2 ' 5.53 c i AGpG1A SEEP i ° 1a"°AK y 4a oA� r N°, \ ! l\ / SHOWN W/10' SETBACK
<br /> DIRECTO INTR 1 ('� 5s,.s C,36.10 ! Sc,AIE IN FEET
<br /> 'x5.60
<br /> pGAGI
<br /> APPROX. LOCATION
<br /> pAK CL �RGR36.39
<br /> <` °c� w.-._ 35q aLoc RIC SAL TEST BORINGS W/DEPTH
<br /> 35.54 6 36.°4 ELS ��[�G L
<br /> A IA ACAc�A 36.42 g ,� 5.�° �4,�pA� 3s.-r2 PER CHESNEY CONSULTING
<br /> °AK•S�UfihP G4G I I CL1R9 �Y
<br /> 6
<br /> 4 STUDY DATED 4/18/08
<br /> 0 36;53 � t
<br /> 18'°A1 AK 6.16 K RRIGATIOIV iW °CK `�. 2 f 35,4
<br /> TA6� �^ _ NOTES:
<br /> _
<br /> '`-� _ _ = = X4'4 1. PROPOSED LEACH LINES SHALL BE PLACED IN TRADITIONAL GRAVEL TRENCHES (TYP. OF 4) TO A MAX. OF
<br /> 42"DEPTH.
<br /> - �• - -- �_- _• X 2. SEPTIC SYSTEM AND COMPONENTS SHALL BE INSTALLED PER SAN JOAQUIN COUNTY HEALTH ENVIRONMENTAL
<br /> g 5
<br /> DEPT REQUIREMENTS.
<br /> _ 3. SEWER FORCE MAIN SHALL BE JM I.P.S. PRESSURE PIPE, SDIR 17 OR EQUIVALENT, MEETING OR EXCEEDING
<br /> �l ASTM D2241 W/ RIEBER GASKETS CONFORMING TO ASTM F477 AIND JOINTS W/ ASTM D3139. IT SHALL BE GREEN
<br /> -- IN COLOR AND MARKED "FORCED SEWER." REFER TO PROJECT SPECIFICATIONS.
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE EXISTING IRRIGATION LINES AND co
<br /> APPERTANCES THAT ARE TO REMAIN, SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE
<br /> REPLACED AT HIS EXPENSE.
<br /> / �.- - - - - - - -- -- 5. THE CONTRACTOR SHALL PROVIDE CLEAN-OUT W/ 6" RISER I& CONCRETE BOX AT ALL SEEPAGE PITS.
<br /> 40 " - " - -- - - - - - - -_ -_ 6. POTABLE WATER CROSSING MUST MEET CLEARANCE PER CALIFORNIA HEALTH DEPARTMENTS REQUIREMENTS
<br /> CRITERIA FOR THE SEPARATIONS ON NEW SANITARY SEWERS AND EXISTING WATER.
<br /> ENGINEER ' S STATEMENT
<br /> Q�pFESSI N
<br /> DESIGN UNDER THE DIRECTION OF: ���° � BILL ��y� V)
<br /> N0. 50,027 A �i
<br /> * EXPIRES 6/30/09
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<br /> sr �rVti� .P N
<br /> QTF CA�.ti s
<br /> REVIEWED BY: DATE: 2 �d
<br /> J A. BILLIGMEIER, CIVIL ENGINEER, R.C.E. #50,027
<br /> .y
<br /> U
<br /> R 1R V I S I a N 5 JOB NO. 07194 M I C K E GROVE ZOO SHEET
<br /> CA:800-227-2600 N0. D E S C R I P T 1 0 N BATE BY o
<br /> • Civil Engineering
<br /> fl i DATE 05/27/08 �l
<br /> goo
<br /> 0 000000 000eo o,00000a�oa0000, • Land Surveying
<br /> BENCH MARK: �00000"oo 0 0, 0„l� noo"000000000000aooaoao�0000000000
<br /> CHISELED CROSS ON CONCRETE AT WEST . Structural Engineering DESIGN JAB BACKWASH & SEWAGE DISPOSAL SYSTEM
<br /> SIDE EXISTING AVIARY AS SHAWN ON
<br /> I . n • Planning DRAWN SK
<br /> ° THIS PLAN. ELEVATION 37.06 u
<br /> o �� I
<br /> a X00 a
<br /> Q 4045 Coronado Avenue . Stacfcton, CA 95204
<br /> 11793 M I C K E GROVE ROAD °� 3 SHEETS Q
<br /> o
<br /> 209 943-2021 . Fax: 209 942-0214 CHECKED AJL DRAWING FILE N0. o
<br /> E N G I N E E R I N G , 1 N C . E-Mail: mailOsiegfriedeng.aom _
<br /> NV:800-227-2600
<br /> F.B. N0. LODI , CALIFORNIA
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