|
w
<br /> I-
<br /> Q
<br /> 0
<br /> w
<br /> I"I REFER TO SHEET C4SD zuCONSTRUCTION NOTES
<br /> 61 INSTALL SCHEDULE 40 SEWER PIPES. SIZE, SLOPE AND LENGTH PER PLAN. CONTRACTOR TO > o
<br /> >u
<br /> I Lu cn
<br /> \ E' FIELD VERIFY THE EXISTING INVERTS AND MAINTAIN A POSITIVE SLOPE. 5;
<br /> Lu
<br /> INSTALL 6 SEWER CLEAN OUT WITH TRAFFIC RATED BOX AS PER DETAIL ON C7SD
<br /> L-269 APPROX, SHEET. SIZE PER PLAN.
<br /> � 74
<br /> _-
<br /> I
<br /> 67, 63 EXISTING FIRE HYDRANT, PROTECT IN PLACE.
<br /> � v� L=257' APPROX. � - I
<br /> 74
<br /> CONTRACTOR TO FIELD VERIFY THE EXISTING 4„ SEWER PIPE INVERTS AND MAINTAIN
<br /> 67 _ A POSITIVE S' OPE,OPE.
<br /> CAP UTILITY
<br /> _ - 65 c� 5' FROM BUILDING CONTRACTOR SHALL
<br /> IE-40.27 Q MARK STUB OUT
<br /> LOCATION WITH WOODEN 2x4 AND MARK UTILITY AS APPLICABLE.
<br /> ` - - ''f,� \\ c \ ♦ \ \\ S ` \ 66 SEPTIC AND LEACH FIELD SYSTEM BY OTHERS AS APPROVED BY SAN JOAQUIN
<br /> -,- � � __.__----��--�____.__-_____-._._._.-T��� \ \ \ \ \ ♦ � 1 \
<br /> COUNTY ENVIRONMENTAL HEALTH DEPARTMENT (REFER C6SD SHEET FOR DETAILS).
<br /> 67 TRENCH & BACKFILL AS PER DETAIL 6/C7SD SHEET.
<br /> L _..__'F f "S 4" TRENCH & BACKFILL AS PER DETAIL 7/C7SD SHEET.
<br /> -.. ._ _
<br /> INSTALL 2,000 GALLONS P&L, MONOLITHIC, TRAFFIC RATED SEPTIC TANKS,
<br /> \E�41t. REFER DETAILS ON C6SD.74 & C8SD SHEET.
<br /> - r
<br /> _ \
<br /> S-2 0% 70 INSTALL 2,000 GALLONS P&L, MONOLITHIC, TRAFFIC RATED GREASE INTERCEPTOR oyo
<br /> 62 REFER DETAILS ON C6SD & C8SD SHEET. ' 'n }
<br /> _.___.____ _..__ -� ` �� --- — ? 6 5 _ 6 5 6"S 73 73 71 POINT OF CONNECTION EXISTI <
<br /> = G T IN FIELD).
<br /> 1.
<br /> 61
<br /> L=1 ♦` Q O N 0 NEW (VERIFY D U
<br /> --- --------- -,� „ K
<br /> 'i 0
<br /> — -- 68 _ I ! \\� ! 4 r 72 INSTALL 4 FLOOR DRAIN W/ TRAP PRIMER, LOCATE IN CENTER. TRASH ENCLOSURE
<br /> \l
<br /> iG X41.06 IE -39:74 ti. O O
<br /> E , FLOOR TO SLOPE Q 2.0% TOWARDS FLOOR DRAIN. U �
<br /> `IE\30 49 f W Q C,4 U
<br /> i 65 I. 73 INSTALL 1,500 GALLONS P&L, MONOLITHIC, TRAFFIC RATED DOSING SPECIAL PUMP -' `o
<br /> L-56.22 + IF IN =37.22
<br /> TANK. REFER DETAILS ON C8SD SHEET•(REFER NOTE FOR SPECIAL PUMP ON ) O �
<br /> L=45 _ I �1 THIS � CN
<br /> 8 61 5=0.5% �n 61 L-45 I �_ SHEET)
<br /> _.
<br /> 67 - 67 -y- ! �" 74 1 1/2” PVC SCHEDULE 40 TRANSPORT LINES (TWO FROM EACH DOSING TANK) 0,
<br /> CONNECTING TO 1 1/2 PVC SCHEDULE 40 MANIFOLD IN LEACH LINES A5 SHOWN o U
<br /> PROPOSED - 62 I, \ X N ZS
<br /> l I , IE -39.21 2 I.E. IN =37.44 62 �''`� ON C6SD SHEET, APPROXIMATE LENGTH PER PLAN.
<br /> ---- - PROPOSED COURTYARD - Af � O
<br /> _ T FUTURES-SQt;IAI, 1 ' L=45'
<br /> ASSEMBLY I�AI�L � 61 _ 61 L=45 E _� _.�-- � � I_� '� 75 1 112" PVC SCHEDULE 40 MANIFOLD LINE PER C6SD SHEET. � m 0 •�
<br /> _..._ _- \ _
<br /> F.F.
<br /> BUILDING
<br /> �x���) I' '. 4'7.50 - - \� 67 �,
<br /> l � 1IA]LI, BUILDl�1[" S-0',5% 76 LEACH LINES PER C65D SHEET.
<br /> CL_ CL Lu
<br /> V J
<br /> -- _� IE OUyT=37.66 `� 1
<br /> GENERAL CONTRACTOR NOTES
<br /> \ ,
<br /> L_73.27 61
<br /> �� V'\ \`,. ♦ , V� v� AA\\\ \ v V`�\ \ ♦A 68 z;J]
<br /> EXISTING UTILITY LINES TO BE VERIFIED PRIOR TO CONSTRUCTION.
<br /> \ \�\..._�_ �� .__ �\ ♦ �\ - \ : - ALL DISTURBED IMPROVEMENTS TO BE REPLACED IN KIND.
<br /> I� \ \�y �t w \ ♦ \
<br /> SEPTIC
<br /> _____ H r CONTRACTOR TO MEET POWER CABLE & PHONE COMPANIES PRIOR
<br /> r _ \ \ \ RISER o IE oT= 69 6`9 PIPE RER To CONSTRUCTION,
<br /> IS
<br /> �\ "-'-- _-- --- 11
<br /> \ I \37'94 Q \ Q -
<br /> _ L _2. " - CONTRACTOF TO COORDINATE WITH CLIENT TO ENSURE WATER &
<br /> i \\ ``._ _ ..___, _ \ --_ -=- -L-.� `• \ - _� _ IE 38.48 \ _ _- r SEWER SERVIC�S TO EXISTING
<br /> \ \ _ ING DEVELOPMENT W/O DISRUPTION.
<br /> \ ` ♦ \ 1
<br /> IE .!N 38.E 9 - -- _ -- _J - MAINTAIN MIf ?if ,
<br /> ` ♦ O UM 10 HORIZONTAL & 18' VERTICAL SEPARATION
<br /> r }\\ ` I _ ♦ \ \ 61i ;' \ r- BETWEEN WATER AND SEWER LINES. REFER WATER-SEWER-STORM
<br /> \ 1.0%_ d I`
<br /> SEPARATION FOR COMPLIANCE WITH COUNTY OF SAN JOAQUIN Q
<br /> WA � _ '� STANDARD DETAIL SHEET 5/C7SD. [o
<br /> I
<br /> /- \ �._ . EXISTING SEPTIC TANKS & GREASE INTERCEPTOR TO BE EMPTIED �
<br /> CLOSED PER BY SAN JOAQUIN COUNTY ENVIRONMENTAL
<br /> / =� I , ; HEALTH DEPARTMENT STANDARDS UNDER SEPARATE: PERMIT.
<br /> �\ I L=9971
<br /> .0 _
<br /> ! - -..- ---- �_--- 65 - 65
<br /> ;t�,l r . '♦\� - -- ,- - ----- - -- ! - - -__ 61 71
<br /> fib I V
<br /> IE= \I AI� F= p cF]
<br /> 41.61 - SPECIAL PUMP NOTE
<br /> \ \ \ ! A N K i\,N\ _
<br /> -13 ; ♦♦� __. \_____..�_._�, _ _ J _. � � 1. EACH DOSING TANK TO BE FITTED WITH ORENCO BIOTUBE DUPLEX � � �
<br /> - 1 PUMP SYSTEM PF300511 115V, 0.5HP.
<br /> I_ L.�. _�-..ice \ i I _�� _.... �_.. ,
<br /> \� ` ♦ � �; , `\ 68 ♦ , _ = __- — � 2• CONTRACTOR 0 MAINTAIN 5 HEAD PRESSURE AT THE END OF Q
<br /> \ _ -�
<br /> - \ =- �=-- , - � EACH LATERAL. UPGRADE PUMP OR VOLTAGE, IF NECESSARY.
<br /> L=42:82 61 \ �� --� - - _ -- Z O
<br /> 3. CONTRACTOR TO WIRE PUMPS SO THAT PUMPS MUST ALTERNATE
<br /> AIR ����N D � [� BACK & FORTH BETWEEN DUPLEX PUMPS.
<br /> C!) < Q
<br /> 41.60 _ LL
<br /> 6Z' -\ - - - - ,� W
<br /> EW ER C EAN OUT
<br /> 6"s
<br /> _ 1 ', \ SET 86 \ \ ch � r�
<br /> s8 \\ i 68 - -- - -- IE=39,89•, �\ I , u Z
<br /> 1 _
<br /> C T c��J C Ti - - I I eF
<br /> \ 1 �� '_
<br /> 867`2-.-_._-� � _ \ �__��
<br /> - �_ �_ I H MAR = I Z
<br /> ', ♦ ------- -- _ - _ - - - �. �: E W TH YELL '0i C A P--' II > z `'C
<br /> \ w t ,
<br /> -- ---- - _ �. ___-- -- �. E EVA 110
<br /> I ; T - - ---
<br /> -
<br /> Li
<br /> [77
<br /> __..—._W \_ -7- _ "- 0 jg--
<br /> w
<br /> 2 �-L \ �
<br /> \. - \
<br /> r
<br /> -
<br /> wL-80.00
<br /> Lu
<br /> __
<br /> J
<br /> i
<br /> _ HIL
<br /> (77
<br /> GRAVELED Nq�
<br /> cDON EY F'f
<br /> REFER TO SHEET C2SD 1,�1
<br /> Exp, 6 30-2020
<br /> j 9�F OF CAUL
<br /> - DATE: 09/19/2018
<br /> JOB :GRD-TR-01
<br /> DWG BY: HIPS
<br /> CHK BY: HS
<br /> SCALE, 1 30
<br /> �� - ' C3SD
<br /> -
<br /> I
<br />
|