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i_ . YOSEMITETHE NE GROUP
<br /> _ Y 1 2 `L� AVE . 17000 E. STATE HWY 120
<br /> RIPON, CA 95366
<br /> - --.__ ENGINEER:
<br /> - -- -- ---- - _ (N)24"INSPECTION - -- - ._. 1 0
<br /> -_ - --
<br /> �_ MANWAY&18" - - - -.___ (N)FIRE HYDRANT WI WATER (N)10'WIDE S o (N)810 PVC -
<br /> - -- - -�'
<br /> (N)CB FOUALIZATION PIPE, VE,TYP.AROUND LANDSCAPING STRIP- - o - - ----- - - FIRE LINE-170't
<br /> _ - - -- -
<br /> 66.59 INV 10"1 E - -` k X X TYP,OF 5' - BUILDING SEE LANDSCAPING PLAN (N)8"0 PVC TYP. N 8"!�PVC
<br /> ` 66.49 70.59 RIM j � x -x x-- ---- ( 1� EXISTING RIW PERIMETER OF f� --- �Jw��J J�� � � --- - ( )
<br /> - FIRE LINE-34Q'± � -- - - --- -- _
<br /> INV 10"0(W) �� - __-._ FIRE LINE 340` FIRE LINE-168'± (E)FIRE
<br /> 65.49 CB INV - - x �� _x �� HYDRANT
<br /> `EXISTING RIW - -- -- -
<br /> 1 P F
<br /> -F•
<br /> 4
<br /> 1151LF8� PI/ F - 7
<br /> �_. F
<br /> . . . . . . . . . .
<br /> . . . . . . . . . .
<br /> . . . . . . . . . .
<br /> . . . . . . . . . .
<br /> (N)24"INSPECTION " DVC f _ i .. II - ,I _�_�,,r F F F F F_ r- - :�F° .+ (E)WATER x x __�- CAPP Inc.
<br /> E WATER VALVE
<br /> - --_=-� � 1148LF 96 O CMP HORIZ.DRAIN �_- _ -� 400LF 96 O CMP HORIZ.DRAIN # - #�#���1►��� u o � �` � 1148 � '`�`' 'J • . \° ,�, � VALVE,P.O.C. ( ) ENGINEERING -F �E�)�I\I
<br /> MANWAY&18" 181 8�F # "-# �-o �_ ?�_ -- #`�•� }•c# -- t_ �# �r�# _ LF 96 O CMP HORfZ.DRAIN Q-
<br /> .IE--.�
<br /> JUSTIN W. CAP P
<br /> � EQUALIZATION PIPE, •�� d - - -- �- • �-
<br /> (TYP.OF 3) F ��� 67.03 INV I �,Lj_ 5 �' - 5 o -` 7 �LT7 w F Fg I c7.o - ` 28LF iQ"PVC 5 C7.a G�� re P1/C `a-rte IqlQic7.o o I C7.o `� o a i _- CE 61393, SE 4813
<br /> I q �I / " �� 1003 12th STREET, MODESTO CA 95354
<br /> 1 I DS - 1 a �- o II - " I �� G SD SD -�- 5D PO BOX 661, MODESTO, CA 95353
<br /> (N)10 WIDE % 5=0.0005 DS ~�
<br /> DS (209) 524-4774.
<br /> N (N)Cf3 ° IDS (N)SDMH ECB www.justinwcapp_com
<br /> LANDSCAPING STRIP- { )Cf3 (N)HORIZONTAL DRAINS I 71.25 RIM c7-o (N)GB E HI-PT ( )
<br /> � '•`• , \ �� j 71.25 RIM
<br /> SEE LANDSCAPING PLAN v
<br /> 67.25 INV 10"0(N) TtiJV1 CRUSHED ROCKS 67.25 INV 10"0 N T P 71.25 RIM (N)CB 74.18 RIM # O 75.27 RIM
<br /> 67.25 INV 10"0 " _
<br /> ,� 1 ( } 72.100 RIM
<br /> . / o \\ -- 66.25 CB INV 66.25 CB INV {N) 68.Q0 INV iC1"O N 68.40 INV 18"0(Nj ` 70.92 INV 8 0(W)
<br /> O 68.10 INV 12"0
<br /> - I 66.25 CB INV �L (S) C7 70.83 INV 8110 S '
<br /> \ --_ - - (N)8 0 PVC I I 67.00 CB INV (E)STORM DRAIN TO ( )
<br /> 1 / 15.00 \ - --- -- BE FIELD VERIFIED
<br /> / r - - }-_ r E CB
<br /> o FS-65'± I (N)FIRE SPRINKLER �- � � # � ( )
<br /> \ RISER,(TYP.8)
<br /> 73,57 RIM
<br /> 89.47 INV 8"0 E
<br /> '' \ 69.51 INV 8"0(S)
<br /> -- N OVERHEAD DRAIN LINE SLOPED @ 1/a
<br /> _�-- -...---- -.._..---- -_---_ - -.. TO EXTERIOR,PROVIDE WATER TIGHT I �� �� �
<br /> n L. C:
<br /> I 10-D a ,I I� :DDCONNECTIONS TO EACH DOWNSPOUT. - - /
<br /> \\ 97'-0" ' C,��� �J RFA' 1 V I Il \0 l ���ti�I C Y� G° r V jl '� C.T. BRpvra�V, SONS, INC.
<br /> 12.00' /'� I �.L! fr` r) OR L1
<br /> S GENERAL CONTRACT CENSE#257952
<br /> \ - U -- - _ C)� 8b S 1804 JACKSON AVE TEL 209 838 73$8
<br /> -- - - - ESCALON,CA 95320 FAX:209.838.3960
<br /> TYP. \ / FF-76.00
<br /> Q I - - V 1� --
<br /> rr�� L ��
<br /> j f / 66.70 INV TOTAL �� �([�j � �� �� I ^ REVISION HISTORY:
<br /> I 1 /
<br /> C7.a f
<br /> - •� '- � 87 LF 10'0 PVC �_ � � �' ( I Na. DATE ISSUANCE i
<br /> (N)FIRE LINE l -- .# DS _ -• -- - - F Fr 7 � ��0 1 4128117 PLAN CHECK REVISIONS
<br /> 0 005
<br /> I :
<br /> -'- 2 10112117 REVISIONS PER CLIENT
<br /> � 70,26 RIM
<br /> \\ 66.26 INV 10"0(E) I
<br /> 15.0 '
<br /> 66,16 INV 10"i I f ,
<br /> EXISTING I
<br /> o \ 65,16 CB INV
<br /> j�) I
<br /> \ TTI WAREHOUSE
<br /> ' o (N)HORIZONTAL DRAINS I
<br /> FF-76.00
<br /> Wl CRUSHED ROCKS j (E)FIRE LINE TO BE #
<br /> REMOVED OR CAPPED
<br /> - \ #165'-DII / � � - •. .,_.._ � .� .._ -
<br /> \ •
<br /> • / ` E SEPTIC TANK K TO BE
<br /> N FIRE SP { )SSCO ( )
<br /> c7.o RINKLER
<br /> � •: �
<br /> TYP. / (N)CB RISER,(TYP.8) 76.00 RIM RELOCATED-INVERTS _
<br /> I - \\ c .o / 71,80 RIM 70.94 INV&"O TO BE FIELD VERIFIED
<br /> -- - 68.20 INV 10"O(S) - I
<br /> l (N)CB 67.20 CB INV (N)CB 1 (N)CB
<br /> 66.70 INV 71.80 RIM 3 TYP. {N)CB 1155 LF 6"�PYC
<br /> 71.80 RIM 71.80 RIM t
<br /> YP. 71.80 RIM (N)SSCO ^ ® v. ss USE DISCLAIMER:
<br /> 60.00 TYP. 6S.20 INV 1013 S { ) 68.20 INV 10 0(S N
<br /> 68,20 INV 10 0 S ) 74.00 RIM %� rS=Qa2�
<br /> 67.20 CB INV c7.o 67.70 INV 10 0(S) 3
<br /> N CB �#87 L 10'0��C I �, 67.20 CB INV G7.20 CB INV 69.941NV 6"0 �i E SS STUB
<br /> I
<br /> (N) I ���OOs __ LL 1 1 1 �1 r l I I 1 I I I 1
<br /> U OUT
<br /> Ll z 66.80 CB INV �� THE DESIGN DATA
<br /> 70.26 RIM \ i �- --- - -'_ __,�._.� �___ ---T -__ =_--- - - -- - T- -I' - --_-�_�� _ - S _ TVPca.o DS 4"0.74.D41NV SOLE PROPERTY OF aUSTINEW.ICA PISANDAMAY NOT BE
<br /> 66.26 INV 10 O(E) (N)MH - -- --- - -- - --
<br /> ,- "r
<br /> REPRODUCED
<br /> D n OR USED WITHOUT WRITTEN PERMISSION.
<br /> 66:1 N s
<br /> 6f V100
<br /> (� / z\ 71.00 RIM THIS DRAWING IS NOT T
<br /> � o - - .'••'- ', , -• • ••: :. ' ' - ;.-' ' , :. •. ".. '. -,•. , .- . . .' _ ' : _ .- . _ - 0 BE USED FOR CONSTRUCTION
<br /> 65.16 CB INV i o S # _ a.
<br /> _ .�n7 63.821NV 8"0(SE} , ,- '' .-- � , . '�; - -, - , .. . ; '- ' ', .' -• � •. ''- . - - -,'�� - - - - . - " � �) ! T�w UNTIL SEALED AND DATED. THE END USER IS
<br /> I I o , - 1 LF 861 LF 8 d PVC) o QQ , ,..
<br /> 1 p _ 64.00 INV 8"0(NW)
<br /> N 24 N o Z--� �- - 0 �� RESPONSIBLE FOR COORDM ATION
<br /> OF FIELD CONDITIONS
<br /> ti ( ) { ) I �PECTION II
<br /> 46.1 IF t1 - . �, D'S::..
<br /> 67.50 INV3"O) N rn c., k, DIMENSIONS AND WOR
<br /> O �. . . MANWAY&18" - . ., - . - � , KNOT OTHERWISE SHOWN BY THIS
<br /> / -
<br /> Of S PyC 58.
<br /> 00 CB INVPIPE, 5 1)RAWING-
<br /> ,� _ EQUALIZATION •,
<br /> 0
<br /> - r� - - - - -- ci +� P.OF 4 143 LF 12 r� PIC 5-0.005
<br /> 72.00 HP I� yj F o N d ) @moi q- - -�� - - �'/� (N)I SDMH ENGINEER'S SEAL:
<br /> 7 0 (N)HORIZONTAL DRAINS 4 S = °0 ) a �o / 74.00 RIM pF ESS
<br /> I I 67.57 INV 12`0
<br /> TYP. � c7.a � W!CRUSHED ROCKS � � `" � � � ) o ��e / � (SW)
<br /> ;� i r " // N s� cso �# ' � ) `� 1 67.67 INV ITO(E) t j A, 1N W.
<br /> �` # QSLF 9b"0 CMP HORIZ.DRAIN --�� �# �b�n/, I 111 �. 90,
<br /> r t s -r -s�` �I I i (N)SSCO I '
<br /> r
<br /> 10 / TYP. # # # -# _w�.,�# # „ -eD � - J 195 LF 18">�PSC S=9.003 / 73.70 RIM No. 4 3
<br /> -- -- 7 - e -.._ 0.,�1--------- ----- --- ------------_. - ----- 605LF o� ®_-__ - -� r-- I V 6''O Exp. 6/30/19
<br /> / T® �� NCB 96"O CMP HORIZ.DRAIN _�G1O �jo �e r - --a m-_ N C8._ CS� 69.54 IN
<br /> ® (N)A/C PAVEMENT c7.o N CB ( ) 'rYF' - ( ) \ I MEET&MATCH ,P
<br /> ® I,
<br /> Il
<br /> N 71.00 RIM 72.
<br /> I
<br /> ® 4 AfC OVER 8 AB
<br /> CB OD RIM
<br /> / � TOE . . .
<br /> ::.: :- :4 :��:. ,. �.: RIM 67.50 INV 10"0(N) 67 00INV 10"0 N \\
<br /> ( ) ( ) (N)CB c7.a I X V �q TL1R�'
<br /> 71 OD RIM � .�' • 71 DD { ) ,�_ � I G
<br /> T
<br /> < -d• .��.�::H�.a. �°:>. • �=;.1:.. :.f...: 71.DDRIM . . F 0
<br /> I ;.. F
<br /> 67.00 INV iD �.,. CA
<br /> >� N 67.5 66.50 CB INV- `•f' 66.90!NV 1
<br /> 0lNViD"0 N ':s $0 W \ a. 1
<br /> 67. 0124117
<br /> { ) 50 INV iD 0 N -�.�
<br /> ( )
<br /> E VALLEY G TTE
<br /> I / �
<br /> U R
<br /> 6fi.D0 CB INV 66.50 CB INV (N)CONCRETE 66.50 CB INV 67.00!NV 12 0(NE) \ � I TO REMAIN
<br /> 1831 LF 8"0 PIS' LANDING GEAR 65.90 CB INV \ 1 I I 11. -.. _ KEY PLAN:
<br /> / 1361 LF 8"!F PVC F F F F F 1301 LF 0 Pfd' F F F 1991 LF 8"'0 PVC \ ,n I ECB
<br /> � F F F I F F F F ' p 170# LF 8"�Ply F F F F F F M, I ( )
<br /> ..
<br /> :foD ----------------- _ - - .__ •
<br /> ---- ---
<br /> � _ - -- 10 t LF 8 PIiC� � � 73 OD RIM '
<br /> (N)FIRE HYDRANT WI WATER ® N 12"VERTICAL CURB CO3
<br /> -------------- - -- __ .__.---,_ (N)FIRELINE �' 68.68INV SO(N)
<br /> ___--__-_j, 68,fi01NV12"0(SE)
<br /> '.
<br /> I VALVE,TYP.AROUND ( ) 4 (LINE O EXISTING �
<br /> PERIMETER OF BUILDING u 87 LF 610 PVC (N)SSCO
<br /> c8.o 605.00' (N)12"VERTICAL CURB j- II " -- SS 74.00 RIM
<br /> PIPE&TRENCH LENGTH
<br /> „SS LINE 69.27 INV 6"0
<br /> - O IRE LINE
<br /> f - - - ---- 5'x5'x6"THICK CON C. = FIELD VERIFIED - f_ S6 �F
<br /> -�.- -.__ PAID FOR - 202'1 LF 8'0 PVC 1 s4
<br /> (N)4"PVC @ S=A10 CONTROL PANEL I F 1*1 F F -
<br /> I Q VINEYARD
<br /> LIMITS
<br /> o - - - - 67.10 INV 5"(3 I I I
<br /> 100%EXPANSION - - -
<br /> . 00 SS SS- SS$ SS- SS-- SS- SS•-- SS- SS- SS I '
<br /> AR_
<br /> _ --- 372 LF 010 PVC 5-0.004 f
<br /> -- - --
<br /> 1
<br /> DUPLEX SANITARY -- _-.. �@Ty
<br /> P. �a L - - PROJECT NAME:
<br /> - - - SEWER LIFT STATION, - - - - - 47 �RIM
<br /> 48 0SEESHEETC9.0 68.60 INV 6`0 x I II R0POS1,._--, �J 509K
<br /> 1 (N)(6)92 LF 4"0 PERF.
<br /> PVC LEACH LINE SEE (2)1,500 GAL. I © 4 I I l]�! _
<br /> C SEPTIC TANKS J I 1f lI A��H O V S E
<br /> (E) VINEYARDS
<br /> IN C�p� RDS
<br /> SHEET CID:O (N)DISTRIBUTION BOX �
<br /> = 150'RADIUS WELL ) 7 tl 1 ADDITION
<br /> CLEARANCE x f I s.• DRAWING TITLE:
<br /> Uf ty Plan
<br /> TOTAL CUT - 6z,651.42 C.Y. � F �� !l������ �°�������� - � --- - --=--- - -:_ -
<br /> TOTAL FILL - 60,682,40 CeY, - �._ ,_--_---.-
<br /> CAD FILE NAME:
<br /> SCALE:1"=60' 16157-C5,0-6.0.DWG
<br /> TOTAL �_�969 C.V, OF EXPORT
<br /> I rF
<br /> C DRAWING SCALE:
<br /> AS NOTED
<br /> JOB NUPPBER: FMAWN. III--- ' SHEET
<br /> :
<br /> NUMBER;
<br /> rCFD: O6,1l � �'
<br /> 3121117 060
<br />
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