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STATE HY 120
<br />- --- (N) 24" INSPECTION - - _ _ (N) FIRE HYDRANT WI WATER (N)10' WIDE A
<br />MANWAY & 18" VALVE TYP AROUND LANDSCAPING STRIP -
<br />YOSEMITE AVE.
<br />(N) 8"0 PVC
<br />FIRE LINE 170'1
<br />(N) CB EQUALIZATION PIPE, -
<br />70.59 RIM (N) E LI PVC PERIMETER OF BUILDING SEE LANDSCAPING PLAN - - -
<br />(TYP. OF 5) FIRE LINE - 340'± ------- � (N) 8"0 PVC
<br />66.59 INV 10"0 (E) TYP. N 8"0 PVC
<br />x x x -x --x x EXISTING RIW o
<br />FIRE LINE - 340'± a
<br />� 66.49 INV 10"0 (W)FIRE LINE - 1681
<br />g 65.49 CB INV •°•......•..............°................... x _ _
<br />......... • ........•.•.•.•.•:•.•.•.•...•.'•`�e"'r`��'�: ..•....•.•:......... EXIST NG RNV
<br />A�: •'• .•• ...•..•. •.•.•.•.•.•.•.•....•..•. •.• .... 1751- LF 8"0 PKC... ,✓ I � \ F F F F F F F F ... .... ....•.'.'.'..•.. '...'.... . ... .......... .......... .•...
<br />e I (E) WATER
<br />(N) 24" INSPECTION pVC � 11488E 96"0 CMP HORIZ. DRAIN � ' 40DLr96" O CMP H IZ. DRAIN 'r '� r y�r F r F r F F F
<br />MANWAY& 18" LF 8"me r---�•-r-a \ VALVE, P.O.C.
<br />EQUALIZATION PIPE, 181 SQA �o-��-
<br />c I a 1148LF 96' CMP HORIZ. DRAIN a
<br />(TYP. F / h s
<br />67.031NV / S s s I o F
<br />( ) e AgSV� / czo a czo g
<br />p F
<br />5•" / "a o �� C7.0 ��-'�' JO Do C7.0 �a o `w g LL
<br />87 LF 10"d PKC o 288E 10" PVC
<br />Q (� (N)10' WIDE 1 S=0 05 DS DS " ro DS - o o y - / �I SD SD -
<br />( () DS
<br />LANDSCAPING STRIP- NCB (N) CB
<br />( SEE LANDSCAPING PLAN v \ 71.25 RIM (N) HORIZONTAL DRAINS 71.25 RIM czo (N) CB (N) SDMH
<br />(N) CB 74.18 RIM
<br />�Y I
<br />1 a / \ 67.25 INV 10"0 (N) W1 CRUSHED ROCKS 67.25 INV 10"0 (N) P 71.25 RIM 72.00 RIM
<br />66.25 CB INV 66.25 CB INV
<br />67.25 INV 10"0 66.25 CB INV) 68.00 INV 18"0 (N) / a ;
<br />•: n, �68.00 INV 10"0 N
<br />/ V-- - _ _- - (N) 8,:0 PVC 67.00 CB INV 68.10 INV 170 076 ,!
<br />FS -65'±
<br />(N) FIRE SPRINKLER
<br />�I
<br />g
<br />� I
<br />o'
<br />I
<br />60.00'
<br />4
<br />RISER, (TYP, 8)
<br />-/ -- ----- -� �- -� -- . -- �- -_ . - - (N)
<br />)TOVERHEAD DRAIN LINE EXTERIOR, PROVIDE WATER TG 1 %
<br />CONNECTIONS TO EACH DOWNSPOUT. / !/
<br />18(1-011 COLD ROOM PROPOSED WAREHOUSE I
<br />LL\/
<br />127,395 SQ. FT. 382,185 SQ. FT. 4
<br />`\ 12.00' / /
<br />4
<br />TYP.1 66.70 INV FF=76.00 TOTAL - 509,580 SQ. FT.
<br />O $ 67 LF>osP FF=76.00
<br />N FIRE LINE r DS
<br />�4 5=0.005 - --- -
<br />I i ;
<br />• (N) CB
<br />z \\ 70.26 RIM
<br />66.26 INV 10"0 (E)
<br />15.0 ' 66,16 INV 10"0 (W)
<br />\ 65.16 CB INV
<br />"+ (N) HORIZONTAL DRAINS
<br />A
<br />- - - - o - W1 CRUSHED ROCKS (E) FIRE LINE TO BE j
<br />REMOVED OR CAPPED
<br />1165'-0" -
<br />N (N) SSCO (E) SEPTIC TANK TO BE
<br />czo O FIRE SPRINKLER
<br />i
<br />7600 RIM RELOCATED -INVERTS
<br />TYP. N RISER, TYP. 8)
<br />I �� •:, \ coo / / 7880 RIM (�- 70.941 , NV 6"0 TO BE FIELD VERIFIED
<br />r67
<br />8.20 INV 10"0 (S)
<br />30.00' l a / (N) CB .20 CB INV - - -- -- -- --1
<br />ca.o / 66.70 INV (N) CB -- 155 LF 6"ID PKC
<br />71.80 RIM 3 TYP. (N) CB N /
<br />71.80 RIM TYP. O CB ss - ® ss ss
<br />TYP. ✓ 68.20 INV 10"0 (S) c]•o O 68.201NV 10' 0 S czo 71.80 RIM 74. 0 RIM Nl /
<br />68.20INV10"0 S 74.00 RIM %o (5=002 /
<br />% 87 LF 10`® PK 67.20 CB INV O 67.701NV 10"0 (S) to} 3
<br />FIRE
<br />)RAN
<br />(E) WATER VALVE
<br />- SD
<br />(E) HI -PT (E) CB
<br />i 75.27 RIM
<br />70.92INV8"0(W)
<br />STORM DRAIN TO /' 70.83 INV 8"0 (S)
<br />FIELDVERIFIED
<br />(E) CB
<br />/ 73.57 RIM69.47 INV 8"0
<br />69.51 INV 8"0 (S)
<br />(N) CB , r • C FT -, , 67.20 CB IN 67.20 CB INV 69.94 INV 6 0 (E) SS STUB OUT
<br />5=0.005 _EL�D , , f44
<br />70.26 RIM I Ir- -- - ---- ------ _ _ r» - - ----- -- --
<br />os.
<br />40-74.04 INV
<br />------ -
<br />f 66.26 INV' 10'0 E •� .':..... „-.. - ----- - - -- --- - ------ -- 668°CBINV y �Pca.o "d
<br />z
<br />%
<br />66.161NV 10 0 (W) / \ 71.00 RIM h ,, n • . , ". S
<br />65.16 CBINV czoS-0S �. S o • h f
<br />/ 63.821NV (SE) o t8.0
<br />/ o - %' .- - .'.o. 0 6..... -.r - .'.�±LF'8,0PKC) ,
<br />T 64.00 INV 8"0 NW u. a N 24 INSPECTION o - T _ y BQ��.. >�r>
<br />( ) H..- .h' .-.. O - I R :. II �F.-1,-1F.�� FI'
<br />46f LF 67.50INV 3.. NEll m .. h /
<br />) 0O ,- m. '. , . .-... ., - MANWAY&18 ,.
<br />1
<br />/ 8 8 PITC
<br />58.00 CB INV m v EQUALIZATION PIPE, ( 0 0
<br />I
<br />------ �J, _ ` 0 14 S=0.00
<br />.`�`, ��- '- . n 0• 11f 3(F12APKC 5
<br />72.OI0 HP ^y0o� X79 lFB0 ] (TYP. OF 4 a � N (N) HORIZONTAL DRAINS o _ a) 5 B (N) SDMH
<br />- --� T---- a a� _ ) r�
<br />74.00 RIM
<br />s TYP, o S WI CRUSHED ROCKS w o f ) ❑
<br />ey S czo z )� 0 / (SW)
<br />r i i
<br />P� N m- Q I 67.67 INV 12'0
<br />/ a 67.67 INV 12'0 (E) /
<br />i <. / czo r ro m A E/
<br />s o r r r r r r1 05 -0 CMP HORIZ. DRAIN r r i M•
<br />(N) I
<br />TYP. r r ���r • f • r r r 195 LF 1810 PKC S=0.003 73.700 RIM
<br />RIM
<br />/ --- r - T - ---- -1--------- r +-r r a 69.54INV 6'0
<br />O CBI
<br />- ---- ------------------. ---- 605LF 96"0 CMP HORIZ. DRAIN -_ --- - 72.00 RIM o
<br />' NCB - - ---- NCB ._ \ I r
<br />.. i (N) AIC PAVEMENT c7 0 - (1 -----� i �'-------- O y I MEET & MA H
<br />i N (N) CB 71.00 RIM (N) CB \
<br />i 4'AIC OVER 8" ABX czo TO EX. V.G.
<br />TC
<br />71.00 RIM 71.00 RIM 67.501NV 10'0 (N) . , r ,> 71.00 RIM 67.00INV 10'0 (N) \ �q I
<br />67.001NV 10"0 (N) r 67.501NV 10"0 (N) `` 66.50 CB INV } _ r r t • • 67.501NV 10"0 (N) Y>' ""...3 66.901NV 18"0 (W) .1f \ Q. I I E VALLEY GUTTER
<br />O /
<br />T;
<br />TOTAL CUT - 62,651.42 C.Y.
<br />TOTAL FILL - 60,682.40 C.Y.
<br />TOTAL -1969 C.Y. OF EXPORT
<br />/ 66.00 CB INV 66.50 CB INV (N) CONCRETE 66.50 CB INV 67.00 INV 12 0 (NE) \ TO REMAIN
<br />+ / 136± LF 810 PKC 65.90 CB INV
<br />F F F I F 183± LF 8"A PKC F F F LANDING GEAR 170± LF 8 0 PKC F 1301- LF 8'0 Ply ±
<br />F F F F F F 199FLF PKC F �.�F., F \ N&I I
<br />_ 8"0 B
<br />(E) C
<br />-- - �3LF 8"0 PVC) 68 68 NV
<br />------------ ___
<br />(N) FIRE HYDRANT W/ WATER N 12" VERTICAL CURB TYP. ----- -----------_- (N) FIRE LINE O ..0 NEW FIRE /
<br />(1 4o �� � LIN � 0 EXISTING q 68.601NV 12"0 (SE)
<br />VALVE,TYP.AROUND
<br />PERIMETER OF BUILDING
<br />PIPE & TRENCH LENGTH
<br />77 ----------------
<br />--
<br />(N)4" PVC @S=.010
<br />(E) VINEYARDS
<br />VINEYARD LIMITS
<br />100% EXPANSION
<br />(N) (6) 92 LF 4`0 PERF.
<br />PVC LEACH LINE SEE
<br />SHEET C10.0
<br />VERTICAL CURB I,_-1�L(N)VSS INE CO 87 LF 610 PKC (N) SS
<br />74.D0RIM
<br />69.27 INV 6"0
<br />INV TO BE U / (E) FIRE LINE
<br />FIELD VERIFIED 6-
<br />5'x5'x6 THICK CONC. SD
<br />" + PAD FOR _ 2021 LF 810 PVC
<br />5„ CONTROL PANEL F ^-F F \�Y
<br />67.10INV6110
<br />ss - ss -ess - ss - ss - ss -� ss - ss - ss - ss • - ss - �- ss I
<br />372 LF 6 d PKC S-0.004 x I
<br />DUPLEX SANITARY (N) SSCO -TYP. °° L
<br />SEWER LIFT STATION, 74.00 RIM 3
<br />48" 0 SEE SHEET C9.0 68.60 INV 6"0 C5 x
<br />EXISTING
<br />WAREHOUSE
<br />FF=76.00
<br />(2)1,500 GAL.
<br />SEPTIC TANKS I I LDISTRIBUTION BOX I x o
<br />150' RADIUS WELL
<br />CLEARANCE - --
<br />N UTILITY PLAN
<br />SCALE: I"= 60'
<br />THE WINE GROUP
<br />17000 E. STATE HWY 120
<br />RIPON, CA 95366
<br />ENGINEER:
<br />JUSTIN W. CAPP, Inc.
<br />ENGINEERING + DESIGN
<br />JUSTIN W. CAPP
<br />CE #61393, SE #4813
<br />1003 12th STREET, MODESTO, CA 95354
<br />PO BOX 861, MODESTO, CA 95353
<br />(209) 524-4774.
<br />www.)usUnwcapp.com
<br />CT BRAYTON & SONS
<br />C. T. BRAYTON & SONS, INC.
<br />GENERAL CONTRACTOR LICENSE #257952
<br />1804 JACKSON AVE. TEL: 209.838.7388
<br />ESCALON,CA 95320 FAX: 209.838.3960
<br />REVISION HISTORY:
<br />No. DATE ISSUANCE
<br />1 4128/17 PLAN CHECK REVISIONS
<br />2 110/12/171 REVISIONS PER CLIENT
<br />USE DISCLAIMER:
<br />THE DESIGN DATA CONTAINED IN THIS DRAWING IS THE
<br />SOLE PROPERTY OF JUSTIN W. CAPP AND MAY NOT BE
<br />REPRODUCED OR USED WTHOUT WRITTEN PERMISSION.
<br />THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
<br />UNTIL SEALED AND DATED. THE END USER IS
<br />RESPONSIBLE FOR COORDINATION OF FIELD CONDNIONS,
<br />DIMENSIONS, AND WORK NOT OTHERWISE SHOWN BY THIS
<br />DRAWING.
<br />ENGINEER'S SEAL
<br />(EY PLAN:
<br />PROJECT NAME:
<br />PROPOSED 509K
<br />WAREHOUSE
<br />ADDITION
<br />DRAWING TITLE:
<br />Utility Plan
<br />IL
<br />AD
<br />16157-C5.0-6.0.DWG
<br />ZAWING SCALE:
<br />AS NOTED
<br />)/24117
<br />IOB NUMBER: DRAWN: MI SHEET NUMBER:
<br />CHK'D: JC
<br />16157 DATE:3/21/17 C6.0
<br />
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