|
THE SINE GROUP
<br /> ITE AVEE
<br /> YOSEM ,, 17000 E. STATE HWY 120
<br /> 4 RIPON, OA 95366
<br /> --- - --- --- ENGINEER:
<br /> -__
<br /> (N)24"INSPECTION - - �. �' . . . �� . Q C - -
<br /> MANWAY&18" - - - - _ (N)FIRE HYDRANT W/WATER (N)10'WIDE � (N)8"0 PVC
<br /> (N)CB EQUALIZATION PIPE, VALVE,TYP•AROUND LANDSCAPING STRIP - - - - - FIRE LINE-170'¢
<br /> 70.59 RIM ) (N)8"0 PVC PERIMETER OF BUILDING SEE LANDSCAPING PLAN
<br /> -- � (TYP.OF 5 FIRE LINE-340'± t.J,��,J,��,J"� +� N 8"0 PVC ------ - -
<br /> 66.59 INV 10"0(E) ® x x x x x x EXISTING 1;1VV d FIRE LINE 340'± 4 TVP. - (N)8"0 PVC
<br /> 66.49 INV 10"0(W) FERE LINE-168'± (
<br /> a 65 49 CB INV . . . . . . . . . . . . . . . • � --
<br /> . .•.•.•. . .•.•. .•. .• . . . . . . . . . . . . .
<br /> _EXIISST V - - -- --
<br /> F• •F• ING RIV41 „- � - HYDRANT
<br /> � -
<br /> F _ Z
<br /> r
<br /> ' � �-
<br /> •115± •I -F
<br /> LFB�PJ/C• � F -
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<br /> F `'. •F• c'X
<br /> N 24 I C II
<br /> 'F+
<br /> F•
<br /> F X
<br /> NSPECTI N E W
<br /> �N •.• •v _ _ WATER JUSTIN f
<br /> P �. _1148LF 96 0 CMP HORIZ. � •s T® � _
<br /> MANWAY&1$" Lf 8�F � � � � � � � DRAIN ,.� __ -� 400LF 9fi"0 CMP HORIZ.DRAW � t��^•s�c�..�_� N -�. - y . . . .,.y--•'. . .
<br /> E WATER VALVE
<br /> VALVE,P.O.C. O ENGINEERING + DESIGN
<br /> EQUALIZATION PIPE, 18/ ,mQ p� r �ar.�r r " 1148LF 96"0 CMP HbRIZ.DRAIN
<br /> (TYP.OF 3) F \ I ��, 67.03 IN I s r - ` �. S _ s o 7 _ r '� F F
<br /> )4I _ JUSTIN W. CAPD
<br /> j '1S? C7.0 r -tel '4 ti C7.0 C7.0 r r 'p r -. h _ o h'� efl
<br /> r. r ralr r JIO r � PVC ' \ ��� I r `' q O _ I C7.0 _ r y A g pi o r o I / - 1 CE X61393, SE X4813
<br /> � r 4 '
<br /> '� a M q 28LF 10"PVC
<br /> *" __7nm� �%i i r q -- \ h / 1 1443 12th STREET MODESTO CA 95354
<br /> -i; - =-...., cn- r o o p I / m \ 5D SD SD
<br /> -- " PO BOX 861, MODESTO, CA 95353
<br /> 1 (N)10'WIDE S=0.005 DS DS - �, ti �,, _
<br /> J LANDSCAPING STRIP- \ 71(N)CB RIM (N)CB DS i _.__. IDS ,
<br /> (209) 524-4774.
<br /> SEE LANDSCAPING PLAN (N)HORIZONTAL DRAINS i 71.25 RIM C7.o (N)CB (N)SDMH 11 www.ustinwca
<br /> // \ 67.25 IN CBD 0(N) p (IN)CB (E)HI-PT {E)CB 7 PP.com
<br /> \ INV W1 CRUSHED ROCKS 67.25 INV 10"0(N) 71.25 RIM 72.00 RIMJ138-00INV18"O(N)
<br /> 74.18 RIM r_; 75.27 RIM
<br /> 66.25 CB INV 67.25 INV 10"0(N) / 70.92 INV$"0(W)
<br /> /f 6.25 CB INV 68, 67. 6$.10 INV70.83
<br /> - -- - (N)8"0 PVC -- 6 QO INV10-'10
<br /> CIB INV) 12"0(S) c7 (E)STORM DRAIN 1-O INV 8"!�(S} '
<br /> BE FIELD VERIRED '
<br /> 15.00' \\ FS-65'± . -.-- .....-
<br /> O ECB
<br /> O Y sx
<br /> v N FIRE SPRINKLER
<br /> 73.57 RIM
<br /> RISER,(TYP.8}
<br /> 8 •� \ f1 69.47 INV 8"0(E) ,
<br /> - -- - - - I
<br /> 69,51 INV V2(S)
<br /> \ a /
<br /> I - OVERHEAD DRAIN
<br /> IG1% CT BRAYTOMP
<br /> & SONS
<br /> T0 EXTERIOR,PROVIDE WATER TIGHT _
<br /> i
<br /> N t
<br /> (COL 10 ROOM
<br /> CONNECTIONS TO EACH DOWNSPOUT,
<br /> 971-D„ � ... � [.. �� ' ARRt :.� �
<br /> C.r• $RAYTQN SONS, INC.
<br /> • GENERAL CONTRACTOR LICENSE#257952
<br /> i \\ 12.00' / U J
<br /> - �Fu 2
<br /> )R o �� l 1804 JACKSON AVE. TEL:209.838.7388
<br /> ESCALON,CA 95320 FAX:209.838.3960
<br /> - F F_ o 7 6.V TOTAL
<br /> �� - /� r � Y -- ---..-
<br /> / 66.70 INV -
<br /> �� O � lA - �]��1��l 7��g� ���4 ��� � . � � REVISION HISTORY:
<br /> rl �} No. DATE ISSUANCE
<br /> ( ) C7.a 4 87 LF 1010 PVC I! ` t1 L
<br /> 1r n
<br /> N FIRE LINE ==- � ,D5 - ---. - - 6.00
<br /> S=p 005- �-- --•- - � __ __- - �_- T 412$117 PLAN CHECK REVISIONS
<br /> (N)CB o. 2 10/12117 REVISIONS PER CLIENT
<br /> 70,26 RIM
<br /> I
<br /> \ 66.26 INV 10"0(E)
<br /> � 15.0 ' 66.16 INV 10"0(W) EXISTING I c� �-+�
<br /> c // \ 65.16 GB INV -- I XIS li INl�
<br /> . . 1
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<br /> • � v
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<br /> i WARBHOUSE
<br /> ,r-
<br /> \ (N)HORIZONTAL DRAINS f
<br /> _ I / FF=70,00
<br /> ❑' WI CRUSHED ROCKS
<br /> - - ry° - - - (E)FIRE LINE TO BE •
<br /> REMOVED OR CAPPED
<br /> \ • 651'
<br /> c7,o N FIRE SPRINKLER (N)SSCO (E)SEPTIC TANK TO BE
<br /> TYP, // {N)CB RISER,{TYP.8) 76,00 RIM RELOCATED-INVERTS
<br /> \\ c .o 71.80 RIM i _I 70.94 INV 6`0 TO BE FIELD VERIFIED
<br /> 30.D0' ( l 4 / -F - 68.20 INV 10"O(S) -- .._ ;-
<br /> / (N)CB 67,20 CB INV
<br /> ca.o 66.70 INV 71.80 RIM TYP• (N)CB N CB - - - ss LFA 5 SS i
<br /> 60,00' c' P. C 68.20 INV 10 0 S s 71.60 RIM 71.80)RIM s TYP' {N)CB (N)SSCOss
<br /> - ( ) c7.o 71.80 RIM r^
<br /> (N)CB 67 L�Pvc 67.20 CB INV r} rl 68.20 INV 10"f�(Sj 68,20 INV 10110(S) c7.o N�Z 67.20 CB INV 67.76INV 10"0(S) 74.00 RIM q r 5�0.02�
<br /> USE DISCLAIMER:
<br /> t f ID I I 1 1 1 1 I I I I r,
<br /> 67.20 013 IN�
<br /> 94 INV 6�} T
<br /> 70.26 RIM
<br /> i S-0.005 .� ----- ---- - - -- -
<br /> - - �_.
<br /> - - _ -4f a 66 c;i TYP,co 04INV
<br /> 66.26 INV iD 0(E) I N MH -- -- -- ---- - -- ---- -- ---
<br /> 5 r o 4"0-74 THE DESIGN DATA CONTAINED IN THIS DRAWING IS THE
<br /> O - • . . , - DS ( SOLE PROPERTY OF JUSTIN W CAPP AND MAY NOT BE
<br /> •�'' REPRODUCED OR USED
<br /> 66.16 N e / WITHOUT WRITTEN PERMISSION.
<br /> V 10 0(W) 71.00 RIM
<br /> /
<br /> THIS DRAWING GIS NOT TO
<br /> . . BE USED FOR
<br /> ,I -r , ��.�� �' CONSTRUCTION
<br /> 6 C7.0 - i
<br /> 5.16 CB INV .. _
<br /> -..: a
<br /> � � 63.821NVS�J E $ _ '�• . . . - t
<br /> o - ^. UNTIL SEALED AND DATED. THE
<br /> cs. l END USER 15
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<br /> 86f LF 8"� a•
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<br /> 6 A0 INV 8 0 NVI1 _ ) i
<br /> 4 INSPECTION o
<br /> N n RESPONSIBLE
<br /> � • . , , O � a � ,. . . SIBLE FOR COORDINATION
<br /> // q „ _ _ •- �-•. - - � OF FIELD CONDITIONS,
<br /> �6. LF LI - . . S' - a
<br /> f 6 .50 INV N � -
<br /> FI '
<br /> 30
<br /> _-, .. �, I � O � `. . :� .- � . . � w: , `,,;`� • . .'-.. ;� -. •�': . . ��. :�'• � _ . -' MANWAY�18 ,.• .'� - .. . . - . . '� DIMENSIONS, AND WORK NOT OTHERW
<br /> 8 o PVC o !S£ SHOWN BY THIS
<br /> S 58- ao I /
<br /> I - 00 C8 INV �. , . �.� � - - EQUALIZATION . . ` 0 5 ,� -_-_-�-�-= DRAWING.
<br /> - - - - � o
<br /> p 4. - y r--'- . -� PP. F 4 `5 n 0 143 LF 12 0 PFC S=0.005
<br /> 72.00 HP__,:.,. q y o e� ( 0 ) q { v,
<br /> Ra o �� ,� - - - N SDMH
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<br /> � - ENGINEER'S EER'S
<br /> 0
<br /> - SEAL:
<br /> 8
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<br /> 7 •- `� N HORIZONTAL DRAINS o g s ( °p
<br /> C7.o { ) N � ) Q�t , 74.D0 RIM Q 4F SSIp
<br /> TYP. Wl CRUSHED ROCKS z 1 / I 67.5'7 INV 12"0(SW) Nq
<br /> o ` // N so cs o �� ,��� � ) o �� I 67.6'7 INV 12"0(E) 0 ���' N W•% tr`
<br /> _ 05LF 9 "0 CMP HURIZ,DRAIN r .�
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<br /> � --- 195 LF 18�PVC ; ' / �
<br /> o / _ �i _ _ _ S=0.003 I o 73.7D RIM
<br /> •• i / �' .� TYP. � � .�®���.��.I�• fs �: -�11� ��r�� E . 4813
<br /> - o° ,� _ - ----+._ �,._------- ---- o� NCB ----- LF 96"0 CMP HORIZ.DRAIN.---------�.,o�o. �r�oo � d_ � o� I 6110 � E .
<br /> 69.5'4 fNV 06 30/19
<br /> _ o (N)AJC
<br /> PAVEMENT C7 0 NCB ( ) �� �` � - (N)GB
<br /> N CB 71.00 RIM_ MEET&MATCH S
<br /> 0 4 AIC OVER 8 AB ( ) { ) (N)CB 72.00 RIM \ ,s� 17CT
<br /> 71.00 RIM �::,•, ;; 71.00 RIM ,..., 67.50 INV 10"9U N C7.0 67,00 INV 10"0 N TO EX.V.G. 9 ��
<br /> o v r• .. { ) 71.00 RIM ( ) �_ \ c�Yi > FZ
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<br /> 67 �. I, F
<br /> .DO INV ID N •:r.- :�• :. D
<br /> J� 67. 66. •�� •:•• 1
<br /> 50 INV 10 0 N 50 CB INV :�y�: F
<br /> ( ) - 66.90 INV 18 0 W L
<br /> 67. ..�. \ � CA
<br /> ( ) 50 INV 14 0 N
<br /> •��� ) 10!2417
<br /> ( 1
<br /> 11
<br /> E VALLEY
<br /> GUTTER
<br /> 66.00 CB INV ( )
<br /> N 66.50 CB INV (N)CONCRETE 66,50 CB INV fi7.OD INV 12 0(NE) \ w � I TO REMAIN
<br /> 183± LF 8"0 PVC LANDING GEAR 65.90 CB INV \ KEY PLAN:
<br /> / 1361 LF 8"0 PVC I 170# LF 8 a PVC
<br /> ` F F F F F F F F F F F FLI130± LF 8'8 PVC 199± LF 8 PING' �� I ( )
<br /> F F F F F F F F
<br /> ---- •
<br /> l03t LF"8"�P�C) -
<br /> E CB
<br /> -- -------------- --- � � 73 DO RIM
<br /> •,r a (N)FIRE HYDRANT WI WATER - � N)12"VERTICAL CURB TYP. ------------------ -------_-(N)FIRE LINE ' � 68.68 INV 8"0(N)
<br /> VALVE,TYP.AROUND ( ------------- �--- ----------` (E)P.0•C NEW FIRE
<br /> c 4 LINE TO EXISTING 68.60 INV 12"0(SE)
<br /> PERIMETER OF BUILDING
<br /> 08.0 (N)12"VERTICAL CURB
<br /> f 605.00 -� 87 LF s PVC (N)SSCO
<br /> I PIPE&TRENCH LENGTH �' ^- � � S5 74.00 RIM
<br /> L' I YfiJ �.
<br /> Ll-------------------
<br /> ---------------------
<br /> 27 INV 6110
<br /> T E
<br /> --- IN
<br /> TO BE I (E)FIRE LINE
<br /> �- 6'x5'x611 THICK CONC, FIELD VERIFIED -o-
<br /> ' PAD FOR � 202 - LF 8"d PVC I S� �F�Sp � •
<br /> (N)4"PVC @ S=.010 CONTROL PANEL F F F
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<br /> ` --ter-.l-.��r--»^-� -_- .._.,--_ -�._ --- - .-- _ � -� - w. � •9 .1 6
<br /> (� VINEYARD LIMITS = - -
<br /> ry
<br /> 100%EXPANSION
<br /> - _ --- - -- - 67.10 INV 610
<br /> `_
<br /> -- A_REA.a_ _ - - - - O P o ss_ _ ss-ass 55 ss ss ss e- SS ss
<br /> � ss ss
<br /> _ _ _ - r
<br /> ---... .._..--- 372 LF 6"� PVC 5-0.004 / I
<br /> - -- DUPLEX SANITARY - TYP. I
<br /> - --- - __ (N)SSCQ L- - - - - - _ PROJECT NAME:
<br /> - -- - SEWER LIFT STATION, 74.00 RIM s _
<br /> fl cs I II�
<br /> 48 OSEESHEETC9.0 678.60INV60 x PROPOSED,,i 509K
<br /> (Nj(fi)92 LF 4"0 PERF. � ! _
<br /> PVC LEACH LINE SEE SEPTIC TANKS
<br /> + EE11SHEETCID,O x I WARE H0U�E f
<br /> E VINEYARDS I ,
<br /> (N)DISTRIBUTION BOX
<br /> I � o I I � S �•
<br /> 150'RADIUS WELL ( I 1 ADDITION
<br /> CLEARANCE " I f DRAWING TITLE:
<br /> Utility Flan
<br /> � TOTAL CUT - 62,651.42 C.Y. � Ali ����C�I��-�� PLAN
<br /> TOTAL FILL - 60,682,40 C.Y. �_._ --- = CAD FILE NAME:
<br /> TOTAL - 1969 C.Y. OF EXPORT SCALE:V=60' 16157--C5.0-6.0,DWG
<br /> DRAWING SCALE:
<br /> AS NOTED
<br /> �f JOB NUMBER ,I DRAWN: MI SHEE; NUMBER:
<br /> 16 Il �� CHK'D: JC r��
<br /> DATE: 3/21/17 ■
<br />
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