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® SEWER STRUCTURECLIENT;
<br /> ..-... UTILITY CROSSING NOTE. ARCO CALIFORNIA 1. INSTALL AM/PM-LODI, N5 ALL PRECAST 24"X24" DROP INLET (AS MANUFACTURED BY JENSEN bp
<br /> CONTRACTOR SHALL MAINTAIN MINIMUM SEPARATION OF fi" VERTICAL SEPARATION
<br /> PRECAST) WITH SAFE--DRAIN INSERT; INVERT AND RIM ELEVATIONS AS NOTED IN
<br /> BETWEEN UTILITIES UNLESS OTHERWISE REQUIRED BY JURISDICTIONS HAVINGTILITY P"LAN THE SANITARY SEWER STRUCTURE TABLE.
<br /> AUTHORITY. CONTRACTOR TO VERIFY SEPARATION REQUIREMENTS PRIOR TO ' ED
<br /> 2. INSTALL 750 GALLON GREASE INTERCEPTOR PER CITY OF LODI STANDARD PLAN
<br /> 111=101 CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 204; INVERT AND RIM ELEVATION AS NOTED IN THE SANITARY SEWER STRUCTURE
<br /> TABLE.
<br /> 3. INSTALL SANITARY SEWER CLEANOUT TO GRADE PER CITY OF LODI STANDARD
<br /> PLAN 201; INVERT AND RIM ELEVATIONS AS NOTED IN THE SANITARY SEWER
<br /> I•I E.re ii s d•�:s'v. 13I�;�3sr���3d �I �
<br /> Y�€� ,��f,,, �� �`��,ill�, _�,f �;•€;°;E;EI•iIY�I€= E�,� , .�.;� I5{I=. STRUCTURE TABLE.
<br /> - .�. :_ y-.,�:..�, �;��;•1�;F��I � �I, ��y ( II 11,1 i`,;�� � : :5�'.;�, I h ® °®�
<br /> /E�.€ :,.. ...��:��111 ry"'-,��� �....�.�a`la�' °r-- �;';t;,;s��3:� 55531: ..:fix;-`sf' �'•s���5 ' ,�"� �dr"R R
<br /> 4. INSTALL RECLAIM TANK #1 PER DETAIL 1 ON SHEET C5.4; INVERT AND RIM
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<br /> �=:' T.r• .E E � ,.� z- � =itli ELEVATIONS AS NOTED IN THE SANITARY SEWER STRUCTURE TAB
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<br /> a,° ����:'• "• . ' � 5. INSTALL RECLAIM TANK #2 PER DETAIL 2 ON
<br /> SHEET C5.4• INVERT ANDR IM
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<br /> Q ELEVATIONS A5 NOTED 1N SANITARY_ - DED THE SAN ARY SEWER STRUCTURE--�-• Q UCTURE TABLE.
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<br /> INVERT
<br /> AND RIM Y ❑ 6. INSTALL RECLAIM TANK �3 PER DETAIL 3 ON SHEET C5.4,d ELEVATIONS A5 NOTE] IN THE SANITARY SEWER STRUCTURE TABLE.
<br /> .v�u' � d- - y ar � .v �`� � .0 ' u y y `'• ar �� ❑ a' y �iL � -�•.;-,�':. ......:......A..,": ,,•.`.<•..�. .�...�-:':�'� -».a.i.:s.:sfii�dl�i��` s�': r s
<br /> " ON r r ❑ d y v Y J Y y ' x ; Y 4 . �_ b Il'€ ; 7, APPROXIMATE LOCATION OF SANITARY SERVICE CONNECTION TO BUILDING.
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<br /> y ----�-�-.��._ .v y u .v •y � y � .y v ❑ mrd a' v y '` ' y �, c'u�c�a' E
<br /> Y y x y y ❑ f CONFIRM EXACT LOCATION WITH PLUMBING PLAN. ARCO
<br /> y -r .x .�'i'-�..'�-.�..-.�v,. � + 'r ,Y � ,Y �, - .w�-' \ r y � ar y .v ...-•S]'- "� '"ci�15',s'f3� t
<br /> BP MIST COAST PRODUCTS LLC
<br /> I=i rt° 8. INSTALL 31 LF 3" VENT LINE FROM RECLAIM VAULTS TO CAR WASH. '
<br /> y y - ° .4 4 - - ❑ _ ❑ - „�'�'^ear'�. =s.... _�� __""���� a' ,v 4 , .v -y •v y .v �,' ar
<br /> ❑r� c ❑ `� ----� `�--`- '� �� y a, y ,�_ y f 9. INSTALL 29 1.F 1" AERATION LINE FROM RECLAIM VAULT#1 TO CAR WASH.
<br /> .y y - 4 - d �d � ❑ - 2 6"
<br /> 4 LF PVC �.r ..���,......��'�� ... y I -..� � /r
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<br /> •}y y y � ❑Uf a ❑ Ll��, �L�9, ti _d ❑4 •❑ - 4❑ ❑/, 4 ❑ � d SSd @ {.V01% VC - ^ � r�"�'v�r `y 4 ❑ ° ,..w„,Yry.. �»Y c xµv y v yy y x Yy�,y�,_y
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<br /> 10.
<br /> 0. INSTALL (2
<br /> ) 48 LF 2' SUCTION LINES FROM RECLAIM VAULT#2 TO CAR WASH.
<br /> 33 F fip Pii. INSTALL 500 GALLON PRECAST SAND/OIL TRAP PER CITY OF IDD! STANDARD
<br /> ❑ Q, K7 A1.t0% vLt
<br /> 6" PVC
<br /> PLAN 205.B ❑ ❑ 4 f 25 In ❑ 4
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<br /> 4 q 'J L. B" PVC ' y
<br /> ❑ CS 4 ❑ ,,, ❑ ❑ 4 _v \ y WATER CON U
<br /> y y } ' ❑ . 4 ❑ 4❑ ❑ 1 ISOLATION a. 3 Lf 6" ° s _ y
<br /> _ d C1 d H °F�^�Y �i Y y Y 1. 2" WATER METER TO BE INSTALLED BY CITY PER CITY OF LODI STANDARD PLAN Y �a
<br /> y Q ° ❑� 4 °" ❑ r. VALVE 5S 1. $% ❑ \ Y \ y l ��-
<br /> --�__ a d o ° d y y y y } d 412. CONTRACTOR TO COORDINATE WITH CITY TO FACILITATE CONSTRUCTION. �c
<br /> ❑ 4 _ _ _ ❑ . 4 �] �� N I I C3 1 I�G
<br /> y �� ❑ --,�. . = �� � - - ❑ 4Q .l"f�AIP- DIP Lt_ "
<br /> 4 y 2. INSTALL 187 LF 2 DOMESTIC WATER SERVICE FROM EXISTING MAIN POINT OF
<br /> ❑ ° zrrq__ _ v :., �...:�� �' - �� _•_" __ _ 4 " OVERFfEAD I'UI3LIC CONNECTION TO CAR WASH. ]8215 72ND AVENUE SOUTH
<br /> w� b' M -rte ❑ _"�...a• ;- 1�* �... ,,^��- 16❑ d "12 LF 6 PVC ��`y �� �� a y PUBLIC L�71L#7Y
<br /> y 4 4 Mui�_ r w. - _ d a SS 0 1.009 KENT WA 98032
<br /> o v' H .... �.�. H. ` y UTILITY EASEMENT
<br /> ` ' � C 3. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO BUILDING. CONFIRM (425)251-6222
<br /> 2 2 22
<br /> .y ❑ d ❑ i� 1�.a a,.�..,W,,,,� .., ....,,....e;�.","',�,.,,.{,„ ,�.�.. .•,,,».w ..,..�............. w.,...---"�":ti yv �...,..x..,...,,...,,-m � "��\t �` a•• \ y " "EASEMENT . 1 �4.0��L.��"'�2LL
<br /> µ _ r mm uaApE_DRAM ❑ -- Y ��ii.. �' ' ' � � t EXACT LOCATION WITH PLUMBING PLAN
<br /> _ �. � y (425)251-8782 FAX
<br /> y ,v _ "a _ • �� d a. d ❑ >� 4 rr - v - ❑ ' Nv
<br /> ❑ 4 " ' ° 4 a I " VAULT#3 4. INSTALL 2" REDUCED PRESSURE BACKFLOW DEVICE ASSEMBLY (RPBDA) PER CITY CML ENGINEERING. LAND PLANNING,
<br /> ❑ ° ` y OF LODI STANDARD PLAN 413. OWNER SHALL CERTIFY ALL BACKFLOW SURVEYING, ENVIRONMENTAL SERVICES
<br /> y o �^❑ 4. ❑ !3 ❑ 1-r .I 7 ❑. �, y 000000 d E ,2 LF 0 PV \ l� ?2' RL S��[ y y y PREVENTERS INSTALLED WITH THIS PROJECT PRIOR TO FINAL INSPECTION.
<br /> 55 ® 4.0 -----
<br /> y s °' 4 ❑ ~� d e f r�` a°n°a° y ❑ �i y NO. DATE REVISION DESCRIPMN
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<br /> I d i z E t ❑ d I v °I1 4o o❑ v d _ n ». ,...».
<br /> 5. CITY TO ABANDON EXISTING 1 WATERLINE AND REPLACE WITH NEW 2 SER
<br /> VICE 07/21/17 PERMIT SUENITTAL V p�CIL"B4�id �` 01/17/18 PLAN REVIEW co
<br /> MMNs° Pd LINE. CONTRACTOR TO COORDINATE WITH CITY TO FACILITATE CONSTRUCTION.CONTRACTOR TO CONNECT TO NEW 2" SERVICE LINE.
<br /> 10,3/n/19 PLAN REVISIONS4 < 72 LE 6" PVC u
<br /> a Y14.
<br /> � T { ❑ •If ❑ � � � d A ❑ [,`� d C4 o _��'i.° . � { a ❑ y y $ yy Y
<br /> y1 y
<br /> 6, INSTALL 1" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF LODI STANDARD PLANS5 � 1.00% 5 L P
<br /> 411. 4
<br /> Y
<br /> .d ❑ 4 ° �. ❑ " 4' Vii" �� ) r $ r y d 5 ySw I "i 5
<br /> ® n�„» ❑ g ! y V*kT 4�1 1 7. INSTALL 3/4" IRRIGATION SUB-METER PER CITY OF LORI STANDARD PLAN 403.
<br /> y y T y 8, INSTALL 57 LF 3/4 DOMESTIC WATER SERVICE TO AIR/MATER UNIT. INSTALL
<br /> I y� `� ❑ ° 4 1d mg ry� m» k i ppa°on ° yy .y y REDUCED PRESSURE BACKFLOW DEVICE PER CITY OF LODI STANDARD PLAN 413.A ID
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<br /> 4 ❑ j "<u w �. I i 2 fLF 6" PVC AULT�f iv I 9. INSTALL 141 LF 2 DOMESTIC WATER SERVICE FROM CAR WASH BUILDING TO
<br /> SANITARY SEWER SANITARY a �❑, ❑ 1 I11 -V
<br /> Y 1
<br /> ! I `� dI + CONVENIENCE STORE.
<br /> STRUCTURE SEWER � � � 4 -, d ❑ SS � 1.00 �� �
<br /> STRUCTURE
<br /> TABLE ❑ A v 1 • t ❑ r F II
<br /> �; © I q t '' 10. INSTALL 25 LF 1" DOMESTIC WATER SERVICE TO IRRIGATION.
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<br /> TABLE ° d" 4 ❑ ❑ Q d a 1 ! a r ., .... _ 7 '
<br /> d �SS CO#3, v ❑ f -- M I Is y y
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<br /> SEAL-
<br /> GREASE INTERCEPTOR3 (INLET}, L
<br /> .�-� 1 ..,,��.:.C.>t................. ITY NOTES
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<br /> EJ IE -- 49.22 (6" N) 3 RIM �- 52.22 I � ❑ ; .�.....,.n„ I,. �
<br /> IE 49.22 (6 S} IE = 49.30 (6" N) ❑ - ❑ -' - -- _- -._ f at 1 y} y o 1. ALL UTILITY STRUCTURES EXPOSED TO TRAFFIC SHALL BE TRAFFIC RATED QR ESS X41
<br /> ❑ - �' y INCLUDING STRUCTURE, LID, ETC, D �'
<br /> GREASE INTERCEPTOR#1 (OUTLET), SS C4#4, 4 ° d ❑ © 4 ° A ❑ 4 t ;; UI�fU "- . �! I
<br /> 3 RIM = 51.53 ❑ d d85 WYE42
<br /> I t . 4 I I, I r- 2. ALL UTILITY STRUCTURES WITH LIDS EXPOSED TO PEDESTRIAN TRAF'F'IC SHALL BE � HAL P. GRUBB �
<br /> 2 IE = 48.97 6" N IE = 48.96 6" NE �" ° ❑ d ❑ ❑ t z 4 i 3 : I y J BE SLIP RESISTANT IN ACCORDANCE WITH ACCESSIBILITY REQUIREMENTS.
<br /> ® } } ❑ 4 ❑ i ► I I Q 67 14
<br /> IE = 48.97 (6" S) d ❑. ❑ 88 d. t" t € Y{
<br /> SS CO#5, d. a °� ❑� :I t ! Y I „ , y 3. PROVIDE ALL INCIDENTAL FITTINGS, BENDS, WYES, TEES, COUPLINGS, GASKETS, a��
<br /> RECLAIM VAULT#1 (INLET), 3 RIM = 49.59 0 � 4 � � ❑ 4 �' 3 ❑ I 1 �It -v {x � ECC. REQUIRED TON CONSTRUCT THE INFRASTRUCTURE DEPICTED.
<br /> ® €E = 47.77 (6" N) ❑ " ❑ ! ! 1 ; ` '
<br /> ❑, 25 LF 6 PVC d ❑ t o •c! C 1 V I
<br /> JE - 48,81 (6" N) IE = 47.77 (6' S) ❑ SS @ 1.00% ❑ 4 ° j fy y , 4. ALL TRENCHING SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE
<br /> IE = 48.81 (6" S) s� ❑ d ❑ [I €° y t PURVEYOR. OF CAL
<br /> Ss Cop, 4 < 05
<br /> RECLAIM vAULT1 (OUTLET), �3 RIM = 50.48 as - - t t ❑ y I 5. PROVIDE MARKING TAPE AND LOCATE WIRE WITH ALL TRENCH INSTALLATIONS.
<br /> IE = 48.06 (6" NW) Z �.�. _�. ----�-... / 1 ° '4 ❑ 'Ali
<br /> 1! ; 6. ALL SANITARY SEWER PIPING DENOTED AS PVC SHALL CONFORM TO ASTM D3034,
<br /> IE �- 4$.$1 (5'° N} � ❑ - ..��� �.., rn.»,,.w..............�o..�" :,. ..r..aw.. � ;�, ❑ �' I� t
<br /> IE - 48.81 (5" 5) SS CO#8, 4 ❑ ❑ ❑ » _ wd. .. ..w. , ,,..,,N=.=...u, ..»,,,. �. 1 � SDR 35.
<br /> RIM = 51.02 d ❑ 3 LF 6" PVC ❑4 � I I-v 1 t
<br /> d ❑ 35 LF 6" PVC d ❑ 11 y
<br /> navy
<br /> n d SS � 1.L309 � � y d � .�� �sy. ❑ �" '� � y {
<br /> RECLAIM VAULT#2 (INLET), IE = 48.79 (6 NW) ,. ❑ ❑- h ss @ 1.007; ❑ 7. ALL WATER PIPING DENOTED AS PVC SHALL CONFORM TO ASTM D1785,
<br /> IE = 48.79 (6' (OUTLEn
<br /> t I d 4 3 I1 y „
<br /> �, d y ' ❑ ! �,, y y SCHEDULE 40. v
<br /> IE w 48.89 (6" NW} ". ❑ �,� 1 6 j 11 ❑ .I x
<br /> €E = 48.81 (6" SE) SS C0#9, 4 ° � ❑ I 4 1 I y k
<br /> RIM = 53.70 �' ❑ 4 ❑ I �I .Y 8. ALL IRRIGATION PIPING DENOTED AS IRR SHALL CONFORM TO ASTM D1785, z
<br /> 3 s' _ ❑ . .= y _ d. ❑ I y y C7
<br /> RECLAIM VAULT#2 (OUTLET), ® IE = 48.83 (6' N) ❑ 4 _y 7 I q 4 �. [ SCHEDULE 40.
<br /> ❑ ❑ 10
<br /> ❑ " d # 1 DEVELOPMENT INFORMATION. �
<br /> d 8 LF 6 PVC. ❑ ;� ��E �N� REBUILD
<br /> 4
<br /> IE = 48.81 (6" NW) SS SAI-E-�DRAIN#1, ---�-�, -ter SS � 1.0{3% � � ❑"`� � � � � I ,I y `
<br /> IE = 48.81 (6" SE} RIM = 50.49 Cl d t� 4oaab : --��� � � d 4 r _ � � � � L 0
<br /> IE = 48.46 (F" N) ❑ _�. 4 ° d ❑� v -
<br /> W ❑ r - ❑ 4 y �� y ; y y I 2400 aril /3m
<br /> CRO [E - UPPER tlT1L1TY - S PARATION FUEL CANOPY w/ 8 MPD S
<br /> RECLAIM VAULTS (INLET), wu a n..» w E..---� � ] a oA� ❑. �1.
<br /> SS WYE#1, Mw w N „ .� W \ ❑ ❑ d t oda ❑ oqa ❑ y I 4 1' I y `!`/I.+ LOWER nLITY E �
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<br /> IE = 48.81 (6" NW) ❑ ,. .. r .. ° d. t❑ n°° d n°o ❑ 1 Y 0.4' 24�x4 � CAR ASH
<br /> IE - 48.81 (6" SE) IE = 48.94 (6" NE) € a°o rd a P apa ;' yI y (D 48.21 6 SS 47.86 6 SD f
<br /> IE - 48.94 (6" SW} _
<br /> y v q 4 ay ti ° y k I y (D 48.54 _ 6" SS 47.82 8" SD 0.7±
<br /> RECLAIM VAULT#3 (OUTLET), IE - 48.94 (6" S) y `� ❑ y y y j t✓ v
<br /> ❑ 4 4 y y 1 49.21 �- 4" 5D 48.84 - 6" 55 0.4'±
<br /> s�T£ aDDREss
<br /> IE = 48.81 (6" NW) SS WYE#2, 4 y y ❑ I y '
<br /> IE = 48.89 (6" SE) " ❑ ❑ �1 4 ❑ �" y y y� y r y u ,. �4 49.35 - 4" SD 48.98 - 6" SS 0.4f 800 K TTLEMAN LN a_
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<br /> 47.83 - 5" SS 48.83 -- 2" W 1-v m @ HIGHWAY 99 a
<br /> -Y y y � y � y V
<br /> €E = 48.71 6 N} � 4 � L(}pIf CALIFORNIA
<br /> SAND OIL TRAP - INLET, IE - 48.71 (6" S} I 3 ❑ .•� .Y y Y � y y � �' � �
<br /> y g24M ARM AWN d ❑ y y y �y 46.89 - 8 5S 45.89 - 2 W 1.O t o
<br /> 1 IE = 48.73 (5 SW} ? �° 4 4.4 " cry
<br /> IE = 48.39 (6" S}
<br /> SS WYE#3, 4 �� �y y �x y yy { ' �y 48,50 - 6" SS 47.50 - 2" W 1.0't FACILITY #TBD
<br /> SAND OIL TRAP - OUTLET, _ y n
<br /> IE = 48.01 (6" N) � ❑` d 4 ���� � x xx �' v � ° � � �,- f y �8 48.69 -- 8" 5D 48.19 - 2" W t3.5'f
<br /> pMONED BY; ALLIANCE 2�i]A9;
<br /> I ❑ 4 d y 49.81 - 2 FP 48.19 - 6 SS 1.6 __._........... ---
<br /> IE •= 48.39 6" N " BY; REPAi:
<br /> � � IE - 48.03 (S" 5} a�' y y "
<br /> S5 45° L3END 3, IE = 48.01 6 SE
<br /> � �- � ° � � ❑ y � � FP - FUEL PIPING SS - SANITARY SEWER PIPING 6RAW�1 Bx:" ALtJANCE Pial:
<br /> 77
<br /> d VERSION: PROJECT No-
<br /> IE = 48.58 (6" w} 55 wYE#4, I ❑ , y SD - STORM DRAIN PIPING W - WATER PIPING
<br /> "
<br /> IE = 48.58 (s" 5E) IE = 48.04 (6" LVW) 12$96
<br /> � � � ��� � - - __ y
<br /> IE = 48.04 (6" SE) �s
<br /> SS 45' BEND#2,
<br /> 3 _
<br /> � � y y v � y _ .
<br /> DRAVANG TITLE
<br /> IE _ 48.04 (5 E) z ILL POTHOLING ' UTILITY
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<br /> IE - 48.81 (6" NW) 5S WYE S, �ll �
<br /> IE = 48.81 (6" S) THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO VERIFY VERTICAL RED
<br /> IE = 48.34 (6" W) AND HORIZONTAL LOCATION OF EXISTING UTILITY AND/QR POTENTIAL CONFLICTS
<br /> SS cop, IE = 48.34 (6" SE) WITH EXISTING UTILITIES. POTHOLING SHALL BE PERFORMED PRIOR TORIM - 52.29
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<br /> IE = 49.08 (6" N) IE = 48.34 (6" E) �" y �� y y �y y y INSTALLING ANY PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN SHEET NO.
<br /> y y CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
<br /> SS CQ 2 SS Cop, �
<br /> # �3 RIM = 49.59 y y s
<br /> R€M --- 1 Y y 4 y v D Know what's below.
<br /> 51.40 y � � Y
<br /> 2 IE = 47.77 (6" N}
<br /> IE 48.73 (6" N) IE - 47.77 (6" S)
<br /> Q
<br /> IE = 48.73 (6" S) l _ all before you dig.Dial 811 0
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