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<br /> CONSTRUCTION NOTES
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<br /> INSTALL SCHEDULE 40 SEWER PIPES. SIZE, SLOPE AND LENGTH PER PLAN. CONTRACTOR TO w to
<br /> r 61 FIELD VERIFY THE EXISTING INVERTS AND MAINTAIN A POSITIVE SLOPE. � 5
<br /> REFER TO SHEET C3SD w
<br /> INSTALL 6" SEWER CLEAN OUT WITH TRAFFIC RATED BOX AS PER DETAIL ON C-/SD �
<br /> 62 SHEET. SIZE PER PLAN.
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<br /> /Z-2 63 EXISTING FIRE HYDRANT, PROTECT IN PLACE.
<br /> -�`� __.___.___ _ �._._:_-�-��:.�.�_.._._ ._- __� �. - - --- .�r..m 1! g4 CONTRACTOR TO FIELD VERIFY THE EXISTING 4 SEWER PIPE INVERTS AND MAINTAIN
<br /> _-.__ - A POSITIVE SLOPE.
<br /> __..__...... _ -_ _.....______.. - -- - _. A_._��_ \ f - \
<br /> ! _ _ CAP UTILITY LINE @ 5 FROM BUILDING CONTRACTOR SHALL MARK STUB OUT a
<br /> ii I I i I I I it I V •., i I ^_ I i __�_.._._ \•, L_..-
<br /> ! LOCATION WITH WOODEN 2x4 AND MARK UTILITY AS APPLICABLE.
<br /> I. �,,i� \Ay� � �1 I i� � ! I � I I ��\ ----___ � I I �; I vi ���- __ �.-- •.� _--___-_- _ - -- ===, � � - i �_-.,V.� � v v� �-ry _ _ ��-___._ _-' __ ���� �I,
<br /> SEPTIC AND LEACH FIELD SYSTEM BY OTHERS AS APPROVED BY SAN JOAQUIN
<br /> „,- -- COUNTY ENVIRONMENTAL HEALTH DEPARTMENT (REFER C6SD SHEET FOR DETAILS).
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<br /> ,.` \ ' \ �.__ -------- I i i �• I I `_�.._....____...___..___ _.. 1 .-------. I��\----- \\ \�\ /
<br /> TRENCH & BACKFILL AS PER DETAIL 6 C7SD SHEET.
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<br /> �\ ; .�'� TRENCH & BACKFILL AS PER DETAIL 7C7SD SHEET.
<br /> INSTALL 2,000 GALLONS P&L MONOLITHIC TRAFFIC RATED SEPTIC TANKS,
<br /> 8, REFER DETAILS ON C65D & CBSD SHEET. ! _
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<br /> 86.6 f .�`� -�
<br /> 1 L i j ' - - ! i OD
<br /> INSTALL 2 000 GALLONS P&L MONOLITHIC TRAFFIC RATED GREASE INTERCEPTOR
<br /> r_`r� ,...� •;\� `` I _ ___'.___ - - .______-.�.--,�_ _� �__._ . ---------_.__..____.�--_- -- ----- �, L7 h A V f� �_���I � � fl \ � � I k \{ __- ---- ____ � —_ �- 70 ,
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<br /> � � I \ II l ( FER DETAILS ON C6SD & C8SD SHEET. � �
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<br /> 1 \ I I i \ CL /�N\bUT -_...__-__-- \.__- 71 POINT OF CONNECTION, EXISTING TO NEW (VERIFY IN FIELD). U
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<br /> is ;�, ��• A\1 II �� ; �V ; ------- ------ ! • \ AVS
<br /> INSTALL 4 FLOOR DRAIN W/ -TRAP PRIMER, LOCATE IN CENTER. TRASH ENCLOSURE �
<br /> Iy / N \ I '\ - - / \ ~.. 1 ' FLOOR TO SLOPE Q 2.0% TOWARDS FLOOR DRAIN.
<br /> fir` \ \\\ \� u : 73 INSTALL 1,500 GALLONS P&L MONOLITHIC TRAFFIC RATED DOSING SPECIAL_ PUMPi
<br /> �_�[.� Ju I \ IE=42.75 \r,if °, ` \ \ \ 1 ( )
<br /> 1 - i _�, `� i `••,\\' \ �\ ` ' �T"" -�i O TANK. REFER DETAILS ON C8SD SHEFT.(REFER NOTE FOR SPECIAL PUMP ON THIS � � 7 C
<br /> 40,00 6 S S 6 \ �1 i I_._. _ ---- - --
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<br /> OHO I. SHEET) Nt o [)
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<br /> 65 --._. - -- - \ \\ -.1.� IIF
<br /> 0.5%
<br /> \`\ ' ff 68 62 ! = \ \\` \ _ � __._____-.._.. ;I !I i ♦` 74 1 112" PVC SCHEDULE 40 TRANSPORT LINES (TWO FROM EACH DOSING TANK)
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<br /> - �� i \\ \. \ \ __.---,-_ �� Rei._-,.- +, ,I l O CONNECTING TO 1 1 2 PVC SCHEDULE 40 MANIFOLD IN LEACH LINES AS SHOWN `� O U
<br /> � - IE OUT -43.33 ,.; i v A I \. A\. i /
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<br /> C6SD SHEET, APPROXIMATE LENGTH PER PLAN, w x �
<br /> ` \ \ II r _,:.._,,, _. \ I �. ♦ --' `J ._ _- ..�._- _� I -✓-'� I I � f__ I:.•-�----------; \��-\I �----_W _� _^_. __ t � I �, r i _i �� !I k \1� n � m � . .
<br /> 1 1/2" PVC SCHEDULE 40 MANIFOLD LINE PER Ci SHEET. o ,u
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<br /> ___ -_ 76 LEACH LINES PER C6SD SHEET.
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<br /> ��\ GENERAL CONTRACTOR NOTES
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<br /> 'l r., �``.\ �._ �� !� 1I k ! ! -- ..�,_.:�4 I ` � !-__ , .._ � ' I �•\ �--_- ---\� i��_-�-_-�-=� _-_,il I -_--�--___ �\ `\\\\\�\\\�\\,.�\���
<br /> EXISTING UTILITY LINES TO BE VERIFIED PRIOR TO CONSTRUCTION.
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<br /> ALL DISTURBED IMPROVEMENTS TO BE REPLACED IN KIND.
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<br /> ELF \I CONTRACTOR TO MEET POWER CABLE & PHONE COMPANIES PRIOR
<br /> TO CONSTRUCTION.
<br /> _ \ I _ __ = - \\`\\\`\ \� �.,���1E= � CONTRACTe_
<br /> \ . TO COORDINATE WITH CLIENT TO ENSURE WATER &
<br /> ;. \ SEWER SERVCLS TOEXISTINGDEVELOPMENT W/O DISRUPTION. -
<br /> „ MAINTAIN P,7iN�iviUM 10' HORIZONTAL & 18" VERTICAL SEPARATION
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<br /> � �,- \ •�� � - ��- `� - _� �, _ - �'� --. - -� �' \ ___ , -T-"- - __ �_ .__-_ _ __._. __ ____ --o�----�-.-__...--o---_._.c�- a--` �-, __I �� BETWEEN WATER AND SEWER LINES. REFER WATER---SEWER-STORM
<br /> SEPARATION FOR\ I COMPLIANCE WITH COUNTY OF SAN JOAQUIN C�
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<br /> L., \ }� \ \� i i I / / 1 ~ �� ♦ STANDARD DETAIL SHEET 5/C7SD. CIO
<br /> i ` ; EXISTING SEPTIC TANKS & GREASE INTERCEPTOR TO BE EMPTIED Z
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<br /> ' � & CLOSED PER BY SAN JOAQUIN COUNTY ENVIRONMENTAL �
<br /> 7T- -. --- -_.._._.__/ \ \' HEALTH DEPARTMENT STANDARDS UNDER SEPARATE PERMIT.
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<br /> ��" � � SPECIAL P U N�P NOTE
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<br /> - -- - - - - - _-_-tL .l --- _-< ------ ----- `,�- �_- - '. -- -- _ -*:' - =so = --=- =--_ - -- - --_ -_ 1. EACH DOSING TANK TO BE FITTED WITH ORENC
<br /> � -� 0 B I 0 TU B E DUPLEX p_ Q
<br /> -_ -_ _. ----, PUMP SYSTEM F
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<br /> CONTRACTOR TO MAINTAIN 5' HEAD PRESSURE AT THE END OF
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<br /> _E__._. OR _ '_- ;�` ,�--_ -______- / - - -._ r _.___.._ --_-_._----_ -- / - - ____--- _--.__ -- - - - -- UPGRADE PUMP 0R VOLTAG IF NECESSARY.
<br /> —.._.r_—_— 1 T v. �.—,,,((ff --- ___�.� ,\—.� ----___._ — "_ / \----...- - _ - __. EACH LATERAL E.-_.___.- ---- - � \ � .___ 3• ALTERNATE
<br /> CONTRACTOR TO WIRE PUMPS SO THAT PUMPS MUST A � Q � Q
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<br /> BACK & FORTH BETWEEN DUPLEX PUMPS.
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<br /> Exp. 8/30/2020
<br /> qTF
<br /> OF CAI��F� \
<br /> --N-- DATE: 09/19/2018
<br /> JOB :GRD-TR-01
<br /> DWG BY: HPS
<br /> CHK BY: HIS
<br /> >> _ ' C2SD
<br /> SCALE : 1 - 30
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