|
15 14 13 12 11 10 19 8 7 6 15 4 3 2 1
<br /> A
<br /> A
<br /> IN
<br /> IN-
<br /> 0 Ilk
<br /> X
<br /> * 412 L. F. 2" P. V. G. \` ,\ � �
<br /> architects
<br /> B 41 L. F. w 2" P. V. G. 103 L. F. - 2" P. V. G. \` X
<br /> �.--� .-- w3 TIMOTHY P. HUFF &
<br /> -50EX. STORM DRA I N L I NE ASSOCIATES, INC.
<br /> IIV 519 McHenry Ave., Modesto,CA 95354
<br /> • � < z•�• � z•xs• r� -, 7 � z•Nr• rte -_-� � \ �,1 � I 68 ® EX. CATCH BASIN Timothy P. Huff,
<br /> AIA Architect
<br /> NNN
<br /> --w - EX. WATER LINE Ph: (209)571-2232 Fax: (209)571-1936
<br /> SEE ROAVM'r \\` 121 L. F. N I " P. V. G. \ ��` ` X 0 EX. BLOW OFF GE13 ARC
<br /> 0 SHEET C6. 1 1 0 0 N1\ _ ® EX. BACKFLOW PREVENTION DEVICE P y��
<br /> FOR WATER LINE o a o i I 4 x x EX. CHAIN LINK FENCE v 0.�N < tiG 0
<br /> CONNECTION ; ' fY \ \ k X `' •�
<br /> � � EX. TREE, SPREAD DRAWN TO SCALE � No.C 15527 7k
<br /> C 3 I ' -%,/, %'/ j, i. ' ill�77, tI.G1�' 32 L. F. �- 1 " P. V. G. , ._00 . % REN, 1
<br /> � � p-❑ PROP. SITE LIGHT c � 5 19 Q.
<br /> O ,I I ® CB PROP. CATCH BASIN 9�F CF G�L,Fc,Q?
<br /> ` T SDMH PROP. STORM DRAIN MANHOLE
<br /> ! �� 17 L. F. 2" P. V. C.PVG ' ' O
<br /> ,ri 'moi /� /i:/. /i/i. /;j, /! /i// �/ , / /'" ,�i/ i /.% i X
<br /> • I 4 L. F. 4" P. Y. G. ;'' O ", INSTALL 2, DDO GALLOk,
<br /> N S iG AN USE J % " PROP. STORM DRAIN L I NF opyright 2019-Timothy P. Huff&Associate
<br /> AT 5=. 02, INV. =14q. Gro % JP2000EE-ST OR APPROVED EQUAL. INSTALL 1/3 ; x;, 13 ;; I --•►1.-..� PROP, WATER LINE
<br /> / /HORSEPOWER D05I N6 PUMP I N EFFLUENT CHAMBER A5 % X
<br /> PER MANUFACTURER SPECIFICATIONS. CONTRACTOR 1 /, --�5- PROP. SEWER L INE
<br /> �•'� i GB�3 TO PRDVI DE COMPLETE PUMP 5TATION CON7RDL5 WITH ALARM. i' �' •--�Fly--.-. PROP. SEWER FORGE MA IN L o
<br /> D II RIM=101 . 60NO U
<br /> RIM=102. 0 -- - -`-' I
<br /> �� 4" IN (N) INV. =qb. 9O, 14 OUT (S) INV. =149. b7 j i O PROP. SEEPAGE PI T s
<br /> 7. 8 OUT (5) % /, PROP. LEACH L INF Z Q
<br /> E D
<br /> INV. =97. 04 % - "'-
<br /> ;' - o
<br /> I � r6
<br /> BEEF/DAIRY
<br /> i � � ! I QW w
<br /> X - w or-
<br /> V � W
<br /> MULTI--PUiRPOSE _ z �' i :3
<br /> G 2 X VES CJ LO
<br /> RI =101 . 60
<br /> � � ECEI t:
<br /> I � , - - / o a
<br /> 8" BOUT (5) 1NV. -q& I' X SEP 2 6 2.419 � Cly Z � Uj
<br /> .,
<br /> / 2 L. F. B" P. V. G Q ] x
<br /> J ; / � 5=. 005 / �y i,
<br /> 12.50' 12..50' ' I ENVIRONMENTAL HEALTH � � � LL
<br /> / %, 11 j I PE.RMITISERVICES 0
<br /> / j ANIMAL SHEL TER / / J j � { � �
<br /> � / (OPEN A R) /, m / , i I 0 .
<br /> . I
<br /> ANIMAL 5HEL TER 5•�, ! / "``' j E _j �
<br /> j (OPEN AIR) z
<br /> rn
<br /> o
<br /> F '� '� / i.' /�/ ��� �;� / / i �i �, , �X w
<br /> 15 IN (E) INV. =95. b / /' - /;% / / � , I z
<br /> 15m OUT (5) INV. -45.5 CB--�4 , F 00
<br /> '/ ///% !! ,'-'% % //`i %i' / / RIM=101 . 3cl i �t GB^ 1 CA a
<br /> . r I ix RSI M=149. 20
<br /> I I 127 L. F. N 15 P. V. C. 12" IN (E) INV. =9b. !14 ?2 L. F. •� 8 P. V. C. ' �
<br /> Consultants
<br /> AT 5=. 003 12" IN (N) INV. =4b.b8 AT S=. 005 I i 1.2" OUT (hU INV. =4b. 76
<br /> 15" OUT (W) INV. =g6.06
<br /> �,
<br /> 2'x I' r� 7.50 141 L. F. ^• 1 P. V. G. �I
<br /> • yV $ 1147 L. F. ^• 12" P. V. G. b"x12" WYE
<br /> I AT 5-. 003 12 INV. =14b. 5b
<br /> / , , N07E%S
<br /> G Y.r
<br /> I � /
<br /> '18.44' [� % / 1 . THE CONTRACTOR SHALL COORDINATE THE EXACT SIZE AND .,J 0
<br /> . I LOCATION OF THE PROPOSED WATER AND SEWER SERVICES TO
<br /> D. 2)5 L. F. 1 1" P. E. X. , U , THE BUI L12I N65 WITH THE NECHAN16AL EN61 NEER'5 PLANS. 0
<br /> } FORGE MAIN WITH 36"
<br /> [� 2. SEPTIC TANK AND APPURTENANT ITEM5 TO BE INSTALLED PER
<br /> M N. COVER IN TRAFFIC / r W
<br /> 15 L• F. - 2" P. V. C. �- `J q / 6OVERED 5kq I NE nORK I N6 AREA i; ' i THE MANUFACTURER'S SPECIFICATION-5 AND THE SAN JOAOU I N
<br /> *� z A S AND PASTURE.
<br /> N GT AL I CNMENT TO BE -� -`-- (OPEN AIR) W` - i , COUNTY ONSITE h A5TEWATER TREATMENT SYSTEMS 5TANDARDS. V
<br /> z INED IN THE FIELD. PASTURE
<br /> /, ,I 3. THE CONTRACTOR SHALL DRILL AND CONFIRM 6ROUNDWATER DEPTH U)
<br /> H i � / j PRIOR TO I N5TALLA TI ON OF SEEPA6E PI T5 (MINIMUM DEPTH OF X
<br /> 14.GYM � / � M
<br /> I � N (OPEN AIR) / / �
<br /> DRILLING SHALL BE 35 FEET) . = W
<br /> j N ti Lrr►rrs o� ,�a�rur� 10' / SMlI NE HOUSE '/. 4. MAINTAIN 5 FEET OF REQUIRED HORIZONTAL SEPARATION BETWEEN �+ J
<br /> LEACH LINE-5 AND 5E'EPA6E PI T5.
<br /> j,, I�
<br /> / // // % ;� 5. DRILL AND GON57RUGT FOUR 48 DIA. SEPAbE PITS WI77 i 25' MAX.(D 0 U
<br /> i O O O j:, , j j I DEPTH AS PER COUNTY STANDARDS (SECTION 9. 14) .
<br /> / / i /. j/i -i' /, j /,
<br /> 189 L.F. - 15" P. V.C. j - - ------ -- - 1 I N N L= 1 4&" DIA. SEEPA6E f ��x 6. LEACH L I NE5 SHALL BE 24" W I DF AND BE GON57RUGTED AS PER 0 V �
<br /> AT S=. 003 ' ( J I W. =1414. b7 D-BOX PIT TYP. ' COUNTY STANDARDS (SECT ION q. 4) .
<br /> J
<br /> l / 4" OUT (E, 5) INV. =qQ. 50 4 I I O
<br /> w O
<br /> SHOP TRACTOR 1O, i i
<br /> o r Q Q � o z
<br /> _
<br /> , x F- J
<br /> , I
<br /> W CL
<br /> f X [A Z Z
<br /> Q O O O 1-
<br /> ti 000% FUTURE EXPANSION 79 L L.F. - LEACH L I NE TYP. INSTALL 5, 000 GALLON HOLD I N6 TANK, JENSEN
<br /> }- Q Q J
<br /> . (' 158 L. F. LEACH L I NE-5 OF 2 ( 156 L. F. TOTAL) HP5000-EPP OR APPROVED EQUAL. INLET PIPE SHALL / X C) 0 U
<br /> J AND 4 5EEPA6E P17-5) BE 4" P. V.G. AT 5=.02 MIN. CONTRACTOR TO VERIFY I J LO 0) W
<br /> 5IZE, DEPTH AND LOCATION WITH BUILDIN6 PLUMBING PLAN5. � i
<br /> X No. Description Date
<br /> SDMH-2
<br /> RIM=100. 35 -
<br /> x
<br /> 15" IN (N) I NY -145 01 o - -x x x-x-x x r--X-X X X X X-X-
<br /> 15
<br /> - -�
<br /> 15" OUT (hU INV. -x4. 91
<br /> �`''� X
<br /> SEEAS I N `��' X DRAINAGE
<br /> K DETAIL ON BASIN
<br /> K
<br /> SHEET G6. O � � ,�~� � x X � pR�FEss�p�,.
<br /> CONTINUATION ,1
<br /> FOR STORM DRAIN
<br /> �`• X I No.61619
<br /> 0 G � I
<br /> i;r"dir=d:_" .,,... :G ..... _ _ I Know what's below. ..
<br /> Project No. AE Job No.gBgG-18
<br /> ���• Call before you dig c,�►�- - Date SEPTEMBER 2019
<br /> 0T l7'w-
<br /> I Drawn by JEFF
<br /> L i X Checked by R.D.C. DWG. g84G-BASF
<br /> L
<br /> • C & OSS
<br /> Plot Date&Time 10/26/10 S:0g
<br /> 15 14 13 12 11 10 9 8 7 1 6 5 1 4 3 2 1
<br />
|