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<br /> I I 1 `i' Q o ! © \ / ! / y -- y � U _� 3LF 6"S5 S=O.OD50 I REPLACEMENT AND PROTECTION NOTES. > W 0
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<br /> { I / / I I I I f i lam; s /l / ,`/ J v V v � �/ I`�:`:; ® CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER DETAIL 7 ON SHEET
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<br /> C1.3 WITH APPROPRIATE FITTINGS AND REDUCER. CONTRACTOR SHALL m Z
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<br /> W " " v v w. 1, // `f r � x; I ! PLANS PRIOR TO CONSTRUCTION OF PROPOSED STUBS AND STUB 5 FEET
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<br /> I __.. I /„ \ I v I . . . . THE BUILDING.
<br /> I 11 I I I\ // / F ' - v V W W , , / ' / SSC01 I I II m CONTRACTOR SHALL INSTALL 1,500 GALLON PRIMARY SEPTIC TANK PER SAN 0
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<br /> v , W W �. I A JOAQUIN COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAIL 9 �*+
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<br /> _ ON SHEET C1.3 FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL SET
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<br /> __ ® CONTRACTOR SHALL INSTALL GRAVITY DOSED SEWER LEACH FIELD IN
<br /> I - -- _ ` �- - --� \ �� / II I 1 I ACCORDANCE WITH SAN JOAQUfN COUNTY STANDARDS AND SPECIFICATIONS. 0
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<br /> 1 !/ SEE DETAILS ON SHEET C1.3 FOR CALCULATIONS AND ADDITIONAL z � "D
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<br /> W 1 � 1 , INFORMATION. THE CONTRACTOR SHALL EXCAVATE THE EXISTING GROUND TO 2 N
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<br /> �'- Wj V. 'I� ! \ / 1 I BUILDING UNDER �I ) I THE SOIL STRATUM LAYER UTILIZED IN THE LEACH FIELD SEPTIC SYSTEM � " I
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<br /> X I \ CALCULATIONS. PRfOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT (
<br /> �' spm v / � ' \ CONSTRUC 1 ION 1 I I I I THE GEOTECHNICAL ENGINEER TO BE PRESENT ON-SITE TO VERfF( THE z A -�
<br /> i��' �- " -I v \v �� `��4- FF= t�.� rr 1� �° I I \ PERCOLATION RATE OF THE SOIL STRATUM LAYER. LEACH LINE SLOPE ��j � 6
<br /> 11 " l" \I I � - �-5.a-- - r / I I . . . ® SHALL NOT EXCEED 3 PER 1 DO'. � �
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<br /> EXhSTING w /W , / 1 - I �`�'� , ( �� / ® 100% LEACH FIELD EXPANSION AREA PER SAN JOAQUIN COUNTY �, c
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<br /> ! I/ w i- -' -`/ I I r W / T) CONTRACTOR SHALL INSTALL INSPECTION PIPE AT END OF EACH LEACH z vv .p t - 4 / _�ICS IGB 1 1:1 / c5 j,. ,v,
<br /> lt� " _ i ,� - Ti/ �,' X �L "I"-, � ,,; g I / _ / LINE PER SAN JOAQUIN COUNT`( STANDARDS. ,� �n 1
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<br /> w y I' , / J EXISTING�ATE �' rn
<br /> t- OF CONSTRUCTON AS TO AVOID EXISTING UNDERGROUND LINES AND • o 0
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<br /> STRUCTURES THAT MAY CONFLICT WITH PROPOSED IMPROVEMENTS.
<br /> - CONTRACTOR MAY NEED TO DIP WATER LINE WITH APPROPRIATE PIPE
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<br /> y�.-` - - - - - ` ` �;. - ... ^\; �, �' MATERIAL AND THRUST BLOCKS/RESTRAINED JOINTS UNDER SEWER
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<br /> TL . - -"' a a 6, a -'- - ._ ... - . Vis. ® CONTRACTOR SHALL ADJUST GRADE AS NECESSARY TO ENSURE' THAT
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<br /> w . . . . � . . . :' PROPOSED LEACH LINES HAVE A MINIMUM OF 12 OF SOIL COVER PER
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<br /> .�� ;��- WHEN WORKING NEAR SHALLOW PIPES TO AVOID DAMAGE. CONTRACTOR
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<br /> I, / C' JOB - 37
<br /> T �+ DATE:
<br /> : . . . --. / . . 10 E ISTING ILL OCCUR OVER THE LEACH LINES. 08 16 2019
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<br /> o 0 - _ ;. ( L J. . . ;'' SCALE: AS SHOWN
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<br /> E. . . - . . . ( /. p� ` \ . . . HYDRANT, , . . CONTRACTOR SHALL ENSURE THAT SEWER PIPES HAVE AT LEAST 12" OF N CRW
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<br /> �. t - ;Lx12'Sflr- � - COVER. CONTRACTOR SHALL fNSTALL A CONCRETE CAP OVER ANY
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<br /> ;3 / . . . . . . . �-� 'S. .. . �. . . . I. . 1_ . ti PIPE IN TRAFFIC AREAS WITH LESS THAN 24 OF COVER.
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<br /> N CL r . . . . . . . . . . . . . . . ,Ex12S4,, ... . �; a i 3.99RIM f' J. . /. h ® H LL INSTALL DISTRIBUTION BOX P
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<br /> Iao .t-0.61FL(12")1^t I .I. 3p /. . /.. ,� \ \� C1.3. NUMBER
<br /> - � '..r 0.61FL(12 )E . . . .I k. . _.- � \
<br /> N N . . ,. . . 1 --0.71 EL{18")S 1( - X)1 j w� (D *USE EXTREME CAUTION* TO AVOID FOOTINGS FOR WALLS, FENCES OR
<br /> . . . . . EX--SDCB(5325) \. A I. .�- ( ���
<br /> ARCHITECTURAL AMENITIES WHEN INSTALLING UNDERGROUND UTILITIES.
<br /> �% 1 . �4.04 R I M 1 . �.r�,� -�. �. ;.� �.�I .�' -��� ,
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<br /> t. . �. . . .0.24FL(12 }E ���`ry0-'. . ..- __ ) - F ® CONTRACTOR SHALL ROUTE 4" PIPES TO LEACH LINES AT A MINIMUM
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<br /> COPYRIGHT® 2019 NORTHSTAR ENGINEERING GROUP, INC
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