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__ -.---- _______-_ . .._______.___.________.___ ____._ ____________________ WMEWMAKIRIMMAMM STORM DRAIN PIPE NOTES SANITARY SEWER PIPE NOTES SPECIAL CONs,rRUCTION NOTES UTILITY NOTES KEY NOTES -I'll.-�--l",�--.-.,,-.""--�--�,��----,--"."�"--,---------........___.................__ _______________ _......._____...�....�---___......._____________-_--___.____.......................-"--��,----"-,----------.,-�,.��.....�-,-.-----".--,�,��--,--�-,�-,---,-.-----------...."-�--,-�-----------,��".��----- ----,-,,-..'�,,�,----,------,--,-�-�-.1-1�11-11-1111--l-�1-111--"..",.1-1.....1-1.1-111111111...........�......_______ I --------"--,-,----,--------------"---,----,"-"-,--,--,---------,---"-"-----"""-------"---------------- ----,---------,",---------------------------"---,---- -----------------,--",-"----,",---�_---__ ______.____ -------.-.-�,��"--,.-,---.--.�-,-,�........ --�--��-�-�",.--,------�---�-"-,-------------___ ___________.....�--------,�,,�-.�,�---,----"----,-��-------___ __ _____ __ I--,-,-- 1,--,---,.--,-,-------,----,------ ----,-------------"- ----- ------------", ''-,"-,---------*"--------"----,----,--"----,------------------- _________________�-.---,�-",�,---�-.-�-"-'',".�--.,-�",.-�--�,-,.�,,�- ----,-,.-�-��----,- -,-,�,�,-"�.,--,-,- ,---,""��.--.�----,�-"-,�...�-----,.,---.,�,-,�-�.---,�----�------- ______.______.......................�....________.___-_--_____,_ _______________._.......�.......______.__..... ---J-----,-----,---.----,-,---,.,.,--","--.----,-,- I------1-1-------1------1.......-1_1_____,__,__,____._-----.----.--",---.--"-,.1-1----.,--.--.�......-.,-,--�--,--------�,�1-1.1-l.-I.-,--,--,-,�,-�-.�-------------,-..-��.,-�.,--.,."---�-�,�''--�-,---,-,-,--"-�,---,.�,�.,---,�.-,--.-.--�--�---.------�-------_,__ __-, ____,___________,___ __---------_____.,.__------____________________---------_---�_----------,.-",-----------,------,-�----�,-"-�--,-�,-----,-------,�-11,1--f----�---.---�......._,_________ -___---_1-------------___11-1__-___1___---_-------1-�-111---�l---,.-"..-.--"----.----,.,-�--"-",�-,-�-,--,-,-,-,.--,-�-,.-,�,�,-�------,�,------,--.�,��.--,----------"-..--- ,---.-�.,--.,.l---------�------__-.1- ___,____,______----------------___._______,___...��,�,,�--,-�,-,--,�,-.��"-"�--�...____________,__,____,___........._--------- --------I ______________,________ SD-.-1 140 L_F� EXISTING 21" RCF1 AT S=0,00122±, SEE(-__ SD--16 14 L,F� 4" PVC, SDR--35, A T S=0.0200 MIN� SS-1 109 L.F� EXISIING 8" SEWER MAIN AT' S=0.0036±,SEf--C----_,� WMQN_1L=_5PLQAL_r.QMMU.Q_flQR 2 1 P.O-C� TO EXISTING WATER MAIN, CONTRACTOR TO VERIFY LOCATION, SIZE ___� 3'�-' SC----1 20,000 GALLON REGULAR UNLEADED 10'0 DOL..IBILE WALL SC9 2" SINGLE WALL ERR VENT PIPING, SLOPE 1/4" PER 1, SEE ELECTRICAL DRAWINGS FOR ELECTRICAL RUNS, AND DLP-111 PRIOR TO INSTALLAIION OF NEW SERVICE. IF IN CONFLICT WITH - , _ PROPOSED DESIGN, CONTRACTOR TO CONTACT CLIENT REPRESENITATIVE AND SD-2 49 1-F. EXISTING 18" RCP A T S='? S E E C_�D SD-17 14 L_F� 4" PVC, SDR- 35, AT S=0.01 00 MIN� SS.-2 21 0 L,F, 8" P VC, SDR-35, AT S=0.00,54 MIN, (BY OTHERS) FIBERGLASS XERXES UNDERGROUND TANI< FOOT TOWARD TANKS. 2. INS_'AI_L IRRIGATION SLEEVES MIN. 12" FROM BACK OF CURB AND NIIN� 18" DEEP, RHI_ DESIGN GROUP, INC, IMMEDIAJELY. SD-3 57 1 �F. EXISI ING 18" RCP AT S�--? SEEC_ D SD-18 15 I_,F. 4" PVC, SDR--35, AT S-0,0 1 0 0� ss.3 1 8 L..F� 4" PVC, SUR-,35, AT S:0.0489� SC-2 15,000 GAL.LON SUPREME UNLEADED 10'0 DOUBLE WALL SC-10 FREE STANDING VENT RISER. SEE "F_-SHF_,ETS" CAP ENDS, SD-4 42 L,F� 12" P VC, SDR---35, AT S--_-,0�0 1 0 0� SD19 40 L.,F� 4" PVC, SDR--35, AT S=0,021T SS--4 210 L,F� 4" PVC, SDR--,35, AT S=O�0200 MIN, FIBERGLASS XERXES (MIDERGROUND 'TANK 2-2 P.O,C� -TO EXISTING SANITARY SEWER MAIN, CONTRACTOR TO VERIFY SD-5 38 I-,F. 8" PVC, SDR--,35, AT S=0,0070� SD-20 10 L�F� 4" PVC, SDR-35, AT S=O�0200. MIN, SS-5 DR--35, AT S=0�0200 MIN, SC-11 GUARD POSTS (TYP, OF X) 3. PLUMBING DESIGN BASED ON MIN, PSI OF 58 PSI AT BACK OF' EACH METER. IF LOCA11ON AND INVERT ELEVATION PRIOR TO CONSTRUCTION OF ANY WORK SC--3 PRODUCT LINE: 2" PRIMARY WITH 3" SECONDARY FIBERGLASS PRESSURE TESTED AT -THE BACK OF METER IS LESS THAN -THE MIN. DESIGN VALUE ON--SI1E, IF IN CONFLICT' WITH PROPOSED DESIGN, CONTRACTOR TO CONTACT SD-6 415 L.F. 8" PVC, SDR35, AT S=O�0070. SD-21 ,51 L�F, I 0" PVC, SDR--35, AT S=0,0050, SS-6 23 __F� 4" PVC, �:'.�D R--3 5, AT S=0�0400 MILlL PIPING. SILOPE-1 1/4" PER FOOT BACK TO TANKS, SC--12 INS'TALL VEEDER ROOT TLS--35O MONITORING PANEL. NOTED, CONTRACTOR SHALL IMMEDIATELY NOTIFY CLIENT- REPRESENTATIVE CLIENT RE"PRESENTATIVE AND RHI.., DESIGN GROUP, Ill(.', MMEDIAIELY. SD-7 163 L.,F. 8" P VC, SDR--35, AT S0,0070� SD-,--22 129 L.F. 8" PVC, SDR--35, AT' S0�0050, SS7 23 L.F. 2" P VC,, SDR-35, A T S=O�0200 M I N. (VEN 1) EXACT LOC,ATION TO BE DETERMINED BY CHEVRON AND CONSULTANT � 2�3 P.O.C� -TO EXISTING CURB INLET. CONTRACTOR 'TO VERIFY LOCATION AND SD-8 48 L.F, 6" P VC, SUR-35, AT S0�0100� SD-23 30 L_F� 6" I_DVC, SDR--35, AT S0.0050� SS-8 18 L�F. 4" PVC, SDR35, AT S=O�0200 MIN� SC-4 NEW ML,1L.TI-.-PRODUCT DISPENSER (TYP. OF X), SEE ENGINEER. INVERT ELEVATION PRIOR TO CONSTRUCTION OF ANY WORK ON-SITE, IF IN SD--9 28 L.F. 4" PVC, S D R--3,':5, AT S:=0,0200 VIN. SD-24 31 L�F, 6" PVC, SDR---35, AT S=O�0413� SS__9 135 L,F� 4" PVC, SDR-35, AT S=0�0200 MIN� "F--SHEETS" 4. -THE LOCATION OF EXISTING, UNDERGROUND (AILITIES SHOWN HEREON ARE AN CONFLICT WITH PROPOSED DESIGN, CONTRACTOR -TO CONTACT CLIENT S C-1 3 8" THICK REINFORCED CONCRETE TANK SLAB, SEE APPROXIMATION OF *THEIR ACTUAL LOCATION AND HAVE NOT BEEN INDEPENDENTLY REPRESENTATIVE AND RFIL DESIGN GROUP, INC. IMMEDIATELY. SD-10 91 1...�F. 6" PVC, SDR -35, A T S=0�01 0 0. SD--25 88 L,F, 6" PVC, SDR--35, A I S=0�0075. SS__10 36 L�F, 4" PVC, SDR--35, AT S=0,0200 MIN, SC-5 2" SINGLE WALL FRP VAPOk' REJIJRN PIPING, SLOPE 1/4" PER "F--SHEETS" VERIFIED BY THE OWNER OR ITS REPRESENTAJIVE, THE CONTRACTOR SHALL I W-1 1 10 L�F� 6" PVC, SDR--35, AT S=0.0200 MIN� SD.-26 26 L.,F, 6" PVC, SDR-35, AT S=0.01 65� SS__11 32 1-J. 4" P VC, SDR---35, AT S=0.0200 MIN, FOOT TO LOWEST OCTANE -TANI<. SC-14 *TURBINE PUMP IN SUMP. SEE "F--SHEET5' DETERMINE THE EXACT I...OCATION OF ALI- EXISTING UTILITIES BEFORE COMMENCING 2.4 SINGLE CLEAN OUT TO GRADE PER DETAIL 21, SI-IEE'r 3_ SD-12 23 L,F_. 12" P V(_�, SDR35, A I S'--=0,0 0 3 5, S E E(-_ -) SD--27 71 L.F. 6" PVC, SDR35, A I S=O�01 65. SC-6 3" SINGLE WALL FRP VAPOR RETURN WORK, AND AGREES 1-0 BE FULL.Y RESPONSIBLE FOR ANY AND AILL DAMAGES 12 -TWO WAY CLEAN OUT FO GRADE PER DETAIL 20, SHEET 3, _ I., ' SC-15 PIPING CROSSOVER. SEE "F--SHEETS" WHICH MAY OCCUR DUE TO ME CONTRACTOR'S FAILURE TO PHYSICALLY LOCATE .5 SD-13 88 L,F� 1 0" P VC, SDR- 35� AT S=0�0050. SD28 64 L,F� 6" PVC, S D R---.,3 5, AT S=O�01 65, SC-7 MULTIPORT MANHOLE AT FILL, VAPOR/VENT. OTLM RISERS, SEE ND ALL UNDERGROUND U FILITIES, 2-6 8" SANITARY SEWER MAIN BY OFHERS, SD---14 51 1-1. 8" PVC, SDR--35, AT S=0,0075� SD-29 14 L,F, 4" PVC, SDR.-35, AT S=,0,0379 MIN� "F-SHEETS" SC-16 EMERGENCY SHUT OFF SWITCH (ESO) SEE 5/SD1 5� THE CONTRACTOR SHALL, CONTACT THE FOU-0WING, AS APP ROPRIATE, TO INDICATE SD-15 45 L,F, 6" PVC, SDR--35, AT S=O�0800� SD-30 17 L.�F, 6" PVC, SDIR-35, AT S=0,0400. SC8 ANNULAR SPACE MONI FOR EXISTING UTILITIES AT LEAST 4.8 HOURS PRIOR 'TO BEGINNINIG WORK, 2,7 4" SANITARY LATERAL PER CITY STANDARD S--9. SD-31 56 I--F� 12" RCP, CLASS V, AT S=0,0030. NORTHERN -Q-A IFO NI NEVADA__A��Hi�WAII _Lj_..___R___lA -------_____..____ ,______,________ .- 9 ' Cl TANDARD S-10, 1:111111111111011111 h -7 .1110i ,ii-iffifflil, , , -, RVICE ALERT (USA); (800) 842-2444 8 SANITARY SEWER __EANOUT PER CITY S I � \� ,>\, ___------____ ---,------.---,-----,-�,,�---,--�-------,--,----.---------".-----�--,------,--�,--,-.------.,..-------�-��-.,---.---.--.---.-.-..-"�.,--�,--��...�"----�----,---..--,--.--...-.--,-.-..----.-,---.---------,.�,.�..� -,.-.------' TEXA'S �.9 2" DOMESTIC WATER SERVICE WITH 2" REDUCED PRESSURE PRINCIPAL BACKFILOW , �i I � ,\\\,_'I" ________-------��-.,---,--,---,----.--,-.---,----------- ___ // i �j� � -, " \",, LONE STAR NOTIFICATIONS; (800) 245-4545 TANDARDS W-13 AND W-19, " I , I � '! i I , I ; I I \� "I" ASSEMBLY PER CITY S � I 1\" 1,,� , DIG TEST; (800) 344-8377 j 1 _,_ I I.-I--��.�.."------------.--.��-------� _-__---__--_fl_____________,.T_____--_,__------------- - ____________-_1_��, ,_-_,__-_-1, __ 1EXA'S ONE; (800) 669--.8344 210 IJ�" DOMESTIC WATER SERVICE WITH %" REDUCED PRESSURE PRINCIPAL BACKFLOW � I 1 1 ", __------------------_----_--_____--------.---.-...'�.�.-----�--.--��-.--..-,�,.�,,�.....___._.__------,---,-----�-��--�--.--.,,-..��-,--,-�---...�-------_,.,._.___,_.__---------------�---.-.----�..------,-,-.----.------"--,�-,�-------.--�.1-1----,--,.-�.-l- -_____-_--_-_.1------,--.-�--..-,-----,--..,-,.��-.-----,---,-"..---,-_.__.__..___._____------,---.-�l---.-----�-.------.----�.--.-�-----�--�-�'..�.-.---�-..---.,..-�.-----,.-,-,-----�------..._._._.___._______-- _ , I I 11_____',___ - 6, AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ASSEMBLY PER CITY SFANDARDS W-13 AND W-19, : �I 1!1 i __- EIEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON 2-I I 1J�" IRRIGATION WATER SERVICE WITH 1Y4" REDUCED PRESSURE PRINCIPAI- �� - _ - _111-1-11-1...........___1__1--.1--......_______ � -,-___,___�,___________1-1-11----�-I.-�-1--,---,---------�-,-",�-.--,---__1_1____.__-----1-___-________,_____ ____.111-__._ - ." , , ,�--,--...�ll-�,-".------.-�-------,-----------,-----------,-.---.-�'..----�-------.�.-..�,-�,�,--.�,-,--..-,----------..��.�--�----,�----,�-----,-.-.----.--�-,--�--�,-----,-.-,---.---."�..------.--..-.--.---------.---"----,----.-----"-.---,--- I- -,---------,-,---,-----------,--,."--..--,"-",,------------"-,*--,-"--.--------,.-.--------------------*,�,----�--,--,�"------------,-------------�""".",-,-.,-,--�,.'�-----.-------"------�..-.--------------.----,--,"---,- ,-- SINE, ACROSS -THE SITE AND AT THE INDICATED POINTS OF CONNECTION, IF THE BACKFLOW ASSEMBLY PER CITY STANDARDS W--13 AND W-19, ,----,----,-,----,-,�ll,"-".�,-�-.��____._1-_._1-----__,_,_.__...�--------__�I________ �-��-�------,----------�"",�-.-,---,---�..............____-------_____---------______ -------------11-��-----.-,----,---�l---,--,�----,�-----------�-- 11 - -, _ TING CONDITIONS DIFFER FROM THAT SHOWN ON TT-IE PLAN THE CONTRACTOR �I I -"__ .--,--- __ -1 I ----�-.----------�------.--.-----------�-.------------------�-�-----.---.------------------- ______ _ -____-_______1--------�----------------------,------------------,--*---------,------------,-----------",--- ----------__ _______________________1,:;� � j]IOT1111 -7 �-, * ... ____ EXIS SHALL NOTIFY RFIL IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE 2 1 2 1 -- - --- I, , ", , - _P -_ 1 I _'D PIPE SLOPES, , ' FIRE SPRINKLER SERVICE WITH POST INDICATOR VALVE PER CITY I I � - - - � -1-- I - - - - 11- -_-111,_"I _-11 . 1-1-1---I——-,-------�-I--_11 11-I,---"-_11-1-1_ ___ 1-1-1 I__,_,_ _...�-.,�-----"�,-�-11.1--.-�-1-1�-_11-1______-11"I'll,- _ _.__--_._1 __-__1-1----------------_____-1 -11-1-1.11--____I—-- � / ,"] ,---- --,-- --- - - - ------,-- -- - ------- ------- - -- ---- ----------- --- ------ 6" BUILL)ING i H 111 __.__.___ 1j,_,_1____----__----____11-11------------___ -7-7-7)".'.1�-,I, ,� ----- _ _ _ __ _1___1 .- - - - � I ,,, I , NEW U H[J FY SERVICE WILL MEET IHE INDICATE -1_:� vl� i I I � [___ .- 11---------1-1- STANDARD W-24. CONTRACTOR TO COORDINATE INSTILLA11ON WITH CITY WATER � I�[ i �I I � i I 11 7, ALL WORK SHALL- BE PER OSHA AND ALL NECESSARY APPLICABLE FEDERAL,, STA FE DEPARTMENT. I i�1 ! I I i _-�_�_11111-, ,___, �,� ------�_,�, I I � ",� ,- I-) � � 1____-_--_,�,�_1� I AND LOCAL CODE REQUIREMENIS. i , ! � I "', ,� ""Ill I - , - --� I 1-1 1-11,,- -111,-1 . 1.�-1- -_1-11 1-111---- �------, � ,"'--, I , r'--- , ) ,,,,,,, - - ''I I _____ 'I � 'j , ' , - --------------- I I __-.... -.1111.... -.1.1-11 ,, I 1111-1-- I - -1-1_i_, _ Ell -, ,-.-.--.--- -,.--..----,.C--OLO.NY-----.,-DRIVE--------_____,=_:__ __��___',___�1_____ ___.:L=,__ .�11=_ __:==_=_,-__=___' ._,-_---- -1 I—- -.1- ___ - -- - - __- - - ________ -,__ - ____ -- --,----,----_--=.,----- " _ __ - __- - ,__ __ -J 2,13 CONNECT ,Y4" AIW STATION WATER LINE TO NEAREST POINT ON BNIL.DINC, WATER t ,.�, 1-�-__ -,-::--,-,- - _:"_-- -4: �' '/,' 11 - _ - -1-1-1-111 11_1-11___ ,- ___ , 1- 11 1-11-1 I -1---_ --,-.--.-.,, � _ -"��.-,�...�1__._! " _____----___;; II—-...1-.,_______---_1-_,___,_______-------111-_____-- ---------�----------------�---�.....------___--------------___._____1 � I I -i� - - 1 �� 1, 11 'I,--, , ,,,,- - __ - ____ 1� 4 ') 11 TALL 3/4" BACKFLOW PREVENTION DEVICE IN UTILITY BOX PRIOR TO I - . "''-___ P � --:, : -, �1' -"-_- � , -,-- _�=--._� - -_---- -_ ---_ -- -_-_-_-_ I,--,-- I-----_ -_-_----- ___1-------*-I---- -___ =1-1-IL � , I _1-1___-___-_- , ,/ / _ _____ __"I " �, ___,__� ,_________=-------_---�----,-,-,��-..."----�,--�--.,---,-�-�------- ..._ ___________ ---- -- --- -----� ----------- --- ---.---------I , � - FILE CONTRACTOR SHALL SECURE ALL ENCROACHMENT PERMITS FROM ALL -__ ... __ - � ) �"11 , , � 1 -1 I __ _�"_ ___ ::_L-_ , - - - -- ------- j, � �� ") �, - " �,' , 8. SUPPLY. INS I - : " , t __ i__ , I__I I ft'mp " _ __ 1 - 1� I 11 -------------1.1--,-.-----�-----,�-----�--,.-..--I-�.-.-----��.��.,-.-,-.---..,---.-..-,�-.----,�-,---,.-�-------.. ,� � 111�5_�,0 i I�,�l-,--,-,-�--�,m�"-:--_�=7�-�l-z__� "'. -,/ , . �,__/ _.__,._________. __ _ APPLICABLE AGENCIES BEFORE THE COMMENCEMENT OF WORK. CONNECTION. , -�� I.1-1- I -11-1-1 ___..._______ -111--.-- __ - .- -___�- _-, ________--_------ - ___-_____.......- _ _____ ___ -__.____--_- � -- _��;n___,_____ ,----.---.�---.--�-----,-��,��L= I I ': I --- --,.------- ir4- -------- --- ----- �-.-----�_3___, � - I_-1 �� -77, _.___________�____i-1, �t ""�', i l ", I! � � � , � � "� - - �i ,-,-,, -I_ __ � - TRENCH PERMI F FROM ITT' CALIFORNIA T BUILDING. SIZE. 'TO MATCH (N) WATER LINE SIZE. 1 1 , , I i�I 9. THE CON'TRACTOR SHALL SECURE A L � 214 GATE VALVE (SHUFOFF) A I i I, ! ,,,, ) , " ( -.-0, __________ ,______ ____---------,------,-,,---�.______ _;-:�..�,--IT_ -__1_-.1.1---I-—11-___.-________-11.11-1-11-------------I——_1� ,,,, �/ 1 ( ' ( , ��'_----------�-----,-,�,�-�,�--�--.,-.-,-.--�,-�-.�-1-1.1�-111,11-11--l-l-,--.,��---_____..-_.__1___1- - '" ,_ - ' i �: I � I� I� -.1- , I , __ !� i I , __ ; ii I/ ,, -TRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER i "� - ___- -) � ___ _1 ______� / ("', �___�' -.1) DIVIS16N OF INDUS 11��....., 1,11 / (-) _-, -) ">-___ __- __I ___ - -------- __ _____ --- " -__ I __ __1 1______-1-------- � __ ------I- ____ ____ ------- - -------- __ ---,---- _ - ,- " --- -, --- ,- ---------- _,____,_________ I ______- -_ ----_ _____ ------.--I-,---.------------------.---- I 2,1 5 _ER RVICE. ) I 1] � z7_--11-_-___-, �� - __,________ ----L-.�-�-,��-�-�,��",--��,-. "111 ! �� -1 I _------_::�� i - '_.... ----..-'.,, FIVE FEE F IN DEPTH. , P�O.C� 2" LANDSCAPE IRRIGATION WATER SERVICE TO NEW WAI SE � �� 111-______________------____---____-�.......�--------,---------,-",--.--,,---------�-,---------,-,-,---,,.�-�.-�-�-,---.--,-�"-.-"-.---..-I---1-��..,-.�----.-�l----.-�"---�,----,-----�--------------,-�,-,-----.1�.-�-11.-��-.----,�.11-1�-,-----,----�-.--,----,�------..---.---.-,--".---,--�--.-,-----"�---�--- _-1-___,____ �, � __.:____ -------------------------------"--"---------"--------"-,--,-,-,--------"----"-",-"-,------"--- __ � � . ----__-______,______________-_-__--_-.------.-,-----.,-------,---,.--�",-.,...-......------�-----.--,.-.--,,---.------�----",�--_----_��-,�.--.,-,---,-�---.--,-"�------.,,--,-----.--�---�-.�,-�-,.-�-------_____,.,__.,_.......______._____,.________ _-.-- _____ I�-_-:", ----'-----' 1 0. ALL WORK WITHIN THE EXISTING DRAINAGE DITCH SHALL BE SCHEIDULED WHEN THE ...I,---,-- 2.16 NEW STORM DRAIN BY OTHERS. I _/�,� I _,______,__,___________F __ T' `/ 1'�, .511S M..H__N ot 1 11 - FIVE DAY FORECAST DOES NOT INDICATE RAN. THIS WORK SHALL BEGIN AND BE I -1_ -__ - _ -",-- , I "I __ I I - � , � 11�,� RIM 56.50± ( r') . ---- - COMPLETE) PRIOR TO ANY RAINFALL. ') i 1 I o � _" 2.17 P.O,C, WATER SERVICE AT BUILDING, REFER 10 ARCHITECTURAL PLUMBING � I -_:i --_1_-_1_-___---I-I-.----- __.........-------------,----,--...---"-------,---�-1--�------�.--�-..-----.--,.-""---,l---I----11---------I-----1--�--l.-,-.--,-----.------,--..----------�-------.-,--�---------_____,__,_1_1_1.1___ I , __F �i ,� - INV 48.79± __._._.__.__--,-,--I I -------::I------------I-I.-,-----��-��-...-,-,--.,-,----------.,--"""--,-,-�-"-.,.-.,--------�--------,-."-.-,--.-,.---l-,--.-�-.-.",--��..---,,-.--,",.-�-��-,--�--,------�--------,---.--"-.�.-------.,.-,.-�----,---_.___...,__..._________.____------ PLANS FOR EXACT t...OCAIION. I �T � ,-"ii t I )�! �� I T � W 11,, ) 11 ""'-j - - I I I� -, ,� -POUT P.O.C. AF BUILDING, REFER TO ARCHITECTURAL, PLANs F-OR EXACT ,��1; , �� __cs I l� � I I '�,�N I I '1� , � : ,�� -------- ," / __ LOCATION. � �l -� �, !) ; "� i I" �-, (,SD- ""ill"' 11 ......P�I�,,,, WINNOMMMMM"Mm 21 8 D 0 WIN S ,'Il- , e , I I �",�,�':"' ��,�: " �� 1_� , - i I- I , __ -____,I�, < fl'J r ", 11� ') 19 2"O SANITARY SEWER VENT WITH 'P' TRAP TO BUILDING. 11 I i _1__._1 � ("4 I I I I-1 I I - ]! I i i -1 ;� ( ,,,�� i : I i 1 1 ,CI---N,0.1-2---(E)__-_-11-____.___ III , � I ,il I !I i PIPING NOTES , , 3 . _�, , ! 11 i �I, I i -FARY SEWER LAIERAL. �� :,; TG �� 2�20 4" 'SA N I I I � � I Q1 NO. 1 E ---�.1-�-1-��,�"-----------�------,---�,�----------�,�.-..,-".,-----------.-..,--�,.-�------�--.��--,..�......--..........________,_.____.-.1 I---.,.---- , i I ____________ . ��/ _____________._ - � ------- --------------(-)- _ 2,21 24" DROP INLET WITH GALVANIZED -TRAFFIC RATED FRAME AND GRATE, PER - _'2_________-11 _____.,________,_______--____,____-_-_________,.__.___---------------___---------------------____ _-1.... 11_--_-_-____ FO DETAIL 15, SHEET C3. I __ -_ [_,__"�__"___,__, -------------- i I i i, � i 1 / �1 / fd I I - ----,-IE-�,,-.,5.,I�2,0---(I,,2" --,O.N),-.,,--,-.,-�----,,-,------.,----,,�---,-�---.�----,�.--,-�-,-�....�,-.-.,---.-...�--.-�.1--l---,-�l--,--�----------_________.___------------�.......___........I".--�.-,-.,-,�-�--,---,-,.,---,�-------------111- � I I _)_ � �----�--�-.-.--.--,-,�---,��--l""---�------------I i-----,-.-I----.--�-.-,-,-.-�--,-,-."-----,..,-,--.-�-,.--.-�--------I——....___________........___.____-.___1___ E_..__W_ 011-ti " -1 -,�---,.�--.--------�-,-""----.-��,--"� - A -, 011 __ - 11 � --- -::7 -,--- - 11 _____-1 .7 - - L'-------.-��---..-..,"-.---�------ 2.ii)�- ��_-_!:_- ' ) (IN) -1-____---------___------4__-----------,-,��71-------�---��-----------�--------------------------------------�----------------------------- ----- - 8n)--(-WrF�-(F-)--�---�-�---------- -,-DI-NO.--T0--------- ..--- JS W. I _. ,� IE 51.40 (12 ---------_____ - I _--l- �_ f --'------ - __.- -) (OU T) (E) " - ------,---- _ER PIPING SHOWN SCHEMATICALLY, CONTRACTOR (E) � __ I __ �121), (__. TG=TC - - 111�1 1 1 ___ ,-" TG 56.90 ----____,-, ----____IE 50�90 (18 1. PETROLEUM, SEWER, AIR AND WAI 2,22 1000 GALLON GREASE INTERCEPTOR PER CITY STANDARD S-12, WATER 1 1 I 1��, ,_ -___ - -___ 1.1-1----------...._________1____1_-1�.-�,.��-,��.-.,�------,------,�.- ------___111..___1_.-__-------__.___1 RD - ------___.___,_____....._ --,-..------------�.,-.-.�.�l-..�,--,.,-----..-�--�,.,--..---,-,---�--�-. -IALL INSTALL PIPING PER FIELD CONDITIONS WITH CHEVRON REPRESENTATIVE'S � I I __ _____ �----'--�-----'---�'-'-I]E-"5-2-.-42--(6p)--�lN�--- ---�--------'-�'---�------�---�--tE-.-51.-6,rI I , _ _ S1 -- _111- -- _111- -- ,'�' __ __-1- \__(- ---- - 11 I ___________________._11._--_-____________________.........-...._______1.-_--.-----.-- 2,23 ELECTRICAL SERVICE, REFER TO F-LECIRICAL AND P.G.&E. PLANS FOR DETAILS. __ __ __ __ __ __ _010") (I QQ MAIN ""' ��\,\ __,__ I ____ lj_ -----��" __ - __�� _______1---_............_...I-. __ _____ ---------*--- *---------- 1� 3 IIE 52.25 (8") (IN) IE 51.48 (10)_�OUT_),___.___,___. ,��-___ I I ---I* " �,, (,SD--4)-- -__ - _) ______ ____ --,-___ 1_�_�,_ 1_-_____f--__ - a.__ ____ 3 ...iif� __ - , _� , DEPTH OF 7'---O" -TO -]-OR OF TANI<. CONTRACTOR TO DETERN41NE ACTUAL. - � � 2� FOR BID PURPOSES ONLY, CONTRACTOR IS TO ASSUME A NEW TANK BURIAL 2.24 GAS SERVICE, REFER TO MECHANICAL AND P.G,, cR,4 E. PLANS FOR DETAILS. � -_.--_._1---�, �) _t__I T----i ___ ____D .......______________,._ /, __ , ------ 1) ------------------- -.7......______._ I-.---'',-- _0 Da- I- _� " � _\ ,,� ,- ___ -I--,---- --.1.1-- __4__,__�,___, �__,,::�,�,� ELEVATIONS AND REQUIRED TANK BURIAL, DEPTH WITHIN CHEVRON 2.25 NEW WATER I...NE BY OTHERS. / I / \, _-, �'--, -� i I I - -) IE 53.35 GUIDELINES PRIOR 'TO CONSTRUCTION, � I '11, ___11.1 (2.26 \1 I i __ I -__ _____ /____ TG 56.85 :----, �� - �, �4_______,��," _-E-um .- _2. )----- _-_.--_---------_ DI NO. 8 1 � �i i /', // ,,,,,,,1�__ _____,__. / � � �L - \\\ // ,,, ,�._, __,____) (��-_-�o --\� _�___, I \\ I '�,�� --- \,,�/ 11 I-] __ 1_� TING UTILITY VAULT TO REMAIN. PROTECT FROM HARM, ,�� 1_._� ,� 11 - _7 - __ --.-- ____ �----�11-1---�-.-.-�-.-----...-- -11.........___------ 3. ALL,. PRODUCT, VENT AND VAPOR RETURN I-INES SHALL SLOPE 1/4" PER 2.26 EXIS -, ____ - ---1-1-- - _7 - ____ 1_.___..1.. ........--- _______ 11 - TOWARD TANK, , - __jr--------� -----,----- I i -_ I _ ,I -- . __ -- FOOT ----,- __ ---,*---"- I I -...1_7 � �D ___ 1, /\ //. -I------ �_2��, - ; ---�� . ,__� __ \ -S ----I,-f I ��, %, � // / /' I i � I ! k -", - , -0= __(9__ - 2- -- __� 2.27 24" SO. JUNCTION STRUCTURE, WITH BOLT--DOWN J�" CHECKER PLATE LID WITH I I I I I � � ! I I , TON DRAWINGS FOR IRRIGATION P"'PING PLAN. ' NO[...E. REFER 10 UTILITY PLAN, SHEET 03. � ,,, � ,� I ; ......_.C� f , i I IT - , � (_ � / I I -7- / 4. SEE IRRIGAf i / ,-I I ! I i � � I "I'll -_ � ___",�, , 1"O LIFTING I � [; I I Ill I � �� ii -7 ------�-,".- ________ / ,., i, I� - ____ _�� -,-,-.. - - i i 11 �' - / / !� 11 � C__"-_ D I NO. r.,1 I ' SD 14� 11 1� �/ j1I - � I"�. I , i � / � , 1; I I __._...______..'1___._ i l� ",/ �_,_, 5. SEE BUILDING DRAWINGS FOR BUILDING PLMABING, I "� � [i To.156 I _-Q -_- 11 I I I i , I ) I i I 2.21 2,28 TRANSFORMER PAD LOCATION, REFER TO P.G,& E. PLANS FOR EXACT LOCATION / : 1� ',- / 1 I ! " "I ��i -----j--------- , � 1_1�1,"_, '_�, I � --- ,3 h, 1 I - I � t I . I I ------ i, :, I /,� �� ,q� __ ,y 6, BED -THE F'IPE CAREFULLY IN A SOIL FOUNDA nON ACCURATE -Y -APED AND FAIL � ! L i -11, 11V� - _`-r N", "/ F �[ SH AND RE _S� I� , L � 1 11 I I _64 ;� I (;;; _------- I " " , , !I 1! :� ,,, ,,, ,� 11/ I I - , I . / I ) I �i !I _`-_ 1! l� I , - --- I �i �_/ ;� � ) � �0� / , �! �_ / 11 IE',,'� 53.1 , _-(�Sc / 'I-, , , __ . I I�� P �� I ;11 � 11 hop 1i 1�1 �, ; � ill, _ ER OF I � I __.9�__ -1 ,� W, : �'� ��) 11' ; " ,/ ROUNDED TO CONVORM TO THE LOWER 3" OF THE OUTSIDE PERIMET . � ) l"� _�_____,________.__.____7 jj,� ,� IE 52.79 N 0 !,� ��i - 1'11' ), --(��-___ "-,, CIRCULAR PIPE. 2.29 G,AS ME-TER LOCATION. REFER TO P.G,& E. AND PLUMBING PLANS 1,OR EXACT � �i, � ,,, __________ I ____T � "" l� ,,, - �0�� ...... I—--___-",1 177 / _e", / � � � � - "', i ._(n._(l �__ I I - f 1", IE 111' 1( 1,"/ � I� ,)� 1_.1_-__.__._ I / " LOCATION AND DETAIL.S. � 171 - �i� ", / !) i E-=3 /I "�, I H t� -_ , \4 NO. 1 § � _------ _ � I ` SAND BEDDING OVER THE TOP AND UNDER THE � 11 ',x _____ ----(�2,2 '� ��` ' 54�59 DI NO. 12 / % 7� PROVIDE A MINIMUM OF 4" (fi I � I___ IE 4_17- " /// _..___.1:L� ,,,,�//j, /IE 52.71 (6-) (IN) - ------___..__..__-_1__..-----.._1._..___- i " \ '' i 11 " I - I; .1�l"..,--,-�-,�1--�--..-,-"---,--, _ // TG=TC , --- \ ,�, PIPE. ,.30 STORM DRAIN MANHOLE BY OTHERS, � I " 1'�, 1 IE 52.63 (8") (OUT) (.- _� � I I ,��; __ � � �; TG 5&90 - - _ - � -I I � 1_.E - IE 52.12 (6") (IN) IE 52.06 ------ (��Dj a8 ,I I ___- q_ -- ---_------------------_-, "I 8, COPPER AND GALVANIZED PIPE MUST MAINTAIN A MINIMUM 12" SEPARATION TO -----,-- ,�� , - _. ') (IN) __ _.___ 1� 1. _---. � 2.4 ) ��l (ISS 7) I.E. .1-11111-1. IE 56.48 (4' ISD 11 Z" ".31 CURB INLET (TYPE 2) PER CITY STANDARD SID---7, 77�77_��_ ___� --- -11-1-17-1- _ -1 - _ I IE 51,95 (8") (IN - I ___ -_--- \Z PREVENT CORROSION. WRAP GALVANIZED P�PE WITH AN APPROVED PROTECTIVE ! I i ----------_ --i-C3--) ,- ) / -------,-, IE 52. 1' 54.26 � .... - _1\ , ',4�7 � I 11__-___._ \' TAPE TO MEET OR EXCEED THE MINIMUM SPEIFICA FIONS OF "P( LYKEN 9,30" 2,32 CONCRETE PIPE ENCASEMENT, ]RENCH WIDTH, FROM PIPE REDDING TO 6" OVER i � -3 ',, .I , ( �� ,/ / 4) ---------'�tt �' ,,�//'11� IE 56.31 (6") (OUT) 1, ' ' ) I ; (SD-5 r --.-... I . � � 1,� ,�;�11 PIF'E CROWN. __' ___.-------___.____., ________ (SS �� ._,__�,:�___ I-.-- �11 !: " __11 (4") 1 Qs_��6)_ '�_� 2.23-) TAPE WHENEVER 11' L`,3 WITHIN 12" OF COPPER, EACH WRAF' TO HAVE -i�yjf;.......4 18 , __� IE 51.62 (12") (OUT) ,/ ( I_- ___ ,�� I : . - --<- -, , _� �_�_�-04�--SS "i I;— SS 0 0 �_ '-----' FIALF--WIDTH OVERLAP OF PREVIOUS WRAP. 1SE DIEL.EC-FRIC COUPLINGS WHEN (E) I -_ - SS - SS ,, _C�15____�1� I -_ ---...-( :�_>_ 2, 0 -11 -.----.. I�, - I ,/// 11 JOINING WITH DISSIMILAR METALS. 2.33 P.O.C, FIRE SPRINKLER LINE AT BUILDING, SEE PLUMBING PLAN FOR EXACT' I 10 - 1 2'� I - _ '� /--(�i-__5_) LOCATIOkL I I __ ___ 13 - . _s , - ��/' (��7*_ \ __ _ ,__�7!0 -1 - __.- _ - - ___ 11 --I--- - � --- -,2-) IE .19, -,-__ - SS S 1 (4") (SS) � I ,- �- ..=.- -1 \ -TO BE 2'-Q" BELOW FINISI-- GRA-)E AND 6" � -1- � F SS � ..= - _ IE -------- I --.= == = 9. UNDERGROUND PIPING': ALL LINES I L , �; ��----------------- - i , __ , Kk IWL - 15�55 "I 2.4� ) " , BELOW FROST LINE AS DETERMINED BY CHEVRON REP. 2�34 P,O.C. SEWER LATERAL AT BUILDING, REFER 'TO ARCHITECTURAL PLUMBING < �, (_212) = _.___.__.____._____ _________F1_\�------, .., - --------- I PLANS FOR EXACT LOCATION. ,I ___.fl� � 1 , _! I : i 1 52.52 _(8D...).1...... ...........".....-11.--- # - --fi __ I., 1 0, TRAPS INSI'ALLED IN CONNECTION WITH FIXTUPES SHAL.1... HAVE A SEAL F NO' ------- :.1. 11 .1 _� ---'---__---'--- .) - qg_�_ ;!: � -&__ __ - -__'�_ ?0 __�) / ,�,__(��_�q� __�_ - � (I lr�.V.IU. i I I >__(��__ , i � " (s 6-1�) IE 5 F,,,C( \ 1� 2. _,.�,,�I �� "", ,/ _S -�17 - I JS NO� 3 __--l- 0 T '�)M I � ." �_ - __7`,� ___!!�_,_______-��'2, � LESS THAN 2" OR YORE THAN 4", 9 (�2.12 ) [*`-4"- - . _..T!�� __N , � , __ - __ _ , CP ......_ ,* I �". . . I��,�,` , I Td;��T6 ___1_____1) \\ _H FL C � , , -- 11. TRAPS INSTALLED Ill CONNECTION WIT -OCR DRAINS SHALL HAVE A SEAL OF - I ti I , ".. _ - - --- IE 52.80 (6") (IN) \ NOT LESS THAN 4" AND Sl--IAI.,I.- BE PRIVIED. � _i __ ------ IE 52.22 , 0�6---i�i -_,_ - _. --l"', .=� 1, ��,/,ij SD-16 ---- .- N . '._�C�) I ("2.4 )�',- __ I __ _=� - . � UTILITY LEGEND " __ " __ � (�,J, I ��1�11....... 2� ___)_....� I I ___ (B-) (TYP..) r . I - ___,", I---- I I 9� -6 - ,le 0 0 -1----- -= - I -.F- IE 52.63 (8") (IN) 12. EACT-i FIXTURE TRAP ARM SHALL NOT EXCEED 3'--O" FOR 12'--0" LINE, 5'-O" .--------I..-�-1--,--.----..----.-----,---.-�--------_I——---�-�---,-,�-,-,-.,--.,�-."."--,---,,.,.,-.---�------I—— __1 _--_______1-___.__-__-__ C3 1 11 � _-_-_.__.1__ V) 0 -.-- - - V) 1. -1.1.1.11.1_1...I- .11 , .----.--,- __ -) (O U T) 5 - - - - - I " / � - . IE IE 52.46 (10 FOR 2"O" LINE AND 6'--O" FOR O"LINE, C-) IE (W-j" " , .- .-.I.-..-- ____1 -1 IE � .------.-------"-,-.-.�-.-----,�------�----,------,---,-.--�-------.�--�-------,-�--,---.-,-,.-,-�-1-�-I....___........________1._,-__,_______,_-_ -- jj�,)_,/ _.___-------�----------_ IE . 1:- , (z,-,�---�-_- JE 53.20 i 11 -T ___ R-____ _____- �'� -11 I .. I I , 56.63 .__,��.'-;6 �i 13. FURNISH AND INSTALL PIPE SLEEVES OF EITHER STEEL OR HEAVY SHEET METAL OF �1� �� ........- � I �:� I j -1 ... F _�� I - -- - i ,I I W__--r" .. ,--DW-- Q0 I I-1______ _= _,�.,',� ,�_ 52.00± /' I --___._1_-_---- c-.- -)- 4:,�§_"� W '4� - , // -�l-,-.-,.-�l.-"t--,---.-,--,-,----�----�-..�.-- I ,� , \\ �i ---l- I E 56� Q, '_ 1� i,i, !� / - THE TELESCOPING TYPE OF A SIZE TO ACCOMMODATE PIPE AND COVERING WHEREVER DOMESTIC WATER UNE TYPE AND SIZE AS NOTED, C� 1 218- i T PASSES 'THROUGH FLOORS, WALLS, OR CEILINGS, AND SUCH SLEEVES S1-IOULD BE V) , / ..11-11 I - I/ ,�_____-______�, �� ,, V _�_J�)__/ __ - - _ � !� I Cn I - (,-,--- I '1� I CK-..�� --- _._�_ - - �__�- - �i I I 11i I STORM DRAIN, SDR--35 PVC. SIZE AS NOTE[.). I-)I '______ .. M 54�62 / �� 1___-____ � . SET BEFORE CONCRETE IS POURED OR FLOORS FINISHED. SLEEVES FOR COPPER PIPE �30%&A��_aftwmww .1 M --"/ 1 ( 221 1 ----t---- _' COPPER, USE DIELECTRIC SLEEVES AT METAL WALL PANELS. -SS- SANITARY SEWER, SDR-35 PVC, SIZE AS NOTED. � �: . � --------I—. 1, -G 56M2 - ___. 7 ______ ) ii SHOULD BE MADE 01 ,, , ..2 1 _ --..-11 ......:,.7--, 1_(1 __� 2 4 TYP.) � 2,- IE , -t-N0.11 9 / I � Cr ...... r, i �I �i -=- �i I 0 �t: - - "I __ I ( I � � " . 2 - - > D( '-` 55.13 �, - _________,_ ... � C _1_111, (,-,--.. - 1\ I SD25 �� i� A ziop�-- . t�4__i�)- . ____ 2.3 .___.__. ___ ,: (� C, I i ------ IE �i_,7.--) 0---- ��E 53.� � ---YW---- YARD WATER, -TYPE AND SIZE AS NOTED .59 fl .- )K__._.__ . II 16 j� 11, BRING ClEANOUTS TO GRADE IN YARD, CONTRACTOR TO PROVIDE All APPROVED I IE 55.90 _--w- 1---__1--_ ('�2.19 -- SD--26 !� i i� - ", 1� ___ ...._____.____ - . 2.24 _____ I FILL---BOX TO MEET OR EXCEED THE SPECIFICATIONS OF A BUCKEYE #717S OR OPW U----- UNLEADED --- DOUBLE WAI...L FRP PRODUCT PIPING LO - -_ _p---�____`:::� _1--_._-.._-. 55. 3 I E 53 1 03 01) � �_-- I - I . -oq .__ __- __ _k, .1 _ �� 11 � !� I ----.--.-.-- .. . -) � � ___P------ PLUS - DOUBLE WAI-1 ERR PRODUCT PIPING ... 1� , "I ___ -'-� I 1 4 �I ; � ! ,�� OCCURS IN ASPHALTIC PAVING, CLEANOUTS IN PIPING SHALL BE INSTALLED SO A �2 V) 11,'� ( 214 _ I -,---,.--- - SD-2, 1� 1 (o I I I . . ,,,�.' ��,,, _ 5 .9i I IE .......____-1/ I �I MININAUM CLEARANCE IS MAINTAINED IN FRONT OF Cl...EANO.)T A- _---_______..V------_________ P _1--==__ i 25 T 12" FOR A 2 _.N -__� ,", _�o__ � _____) - I �� 1� I ; ('�, 1, " L I E VENT F-'IPING - ___.,______ WALL ERR PIPING , R __ , 1 cs�_7 ) -� it 11 I � , - -URN LINE -- 1 5 ---.-\ . . . , '111,\",�, -_ - ______�111 .--. l� J AND 18" FOR A 3" LINE AND 24" FOR A 4" LINE� ----.-.---------- __......_,_.______. _.I I I M I (�_J - , � 55.13 2 ' 2.14 ---- ,?, 11-111 co .I.---- , ,�� I (___�_Z�� [F:7 1� � VIR VAPOR BEL ___..______ WALL ERR PIPING Lt a) �/ � 1� I-------- D-20 !I Ii ii �, :�, U1 � - ... --...-...- .U___..._ - " -,,,,,, , � -- .--.--VR---- ------..-" 11.1) �� I 11 11 C) _ I - .-'1_:Sl) 1=��,-�-_-,-,�7-�,,��.,�-��.1-�_-- I �"_i-�T_) __ l� 11 awam� - �.._.' E _iii� - - 11" I \IE 56.13 --- - --) ,/* / I I �� DROP NLEf -�O GO CLEAN OUT '10 GRADE I (I I - ____" - � - Ij l 0 - ---;-,\ / -1�"? I - �_i 11 � 0 U,__ . C2.108 ') /I . , �� I �� I� � -j _� _T 1�') (!��_____,-�,�- ��, ,,��__I"" ._.____, -11 , I I 11 0 DS P.0.C. *___ POINT OF' CONNECTION _1� "', ___ '_�� I �T, - _-7- � , _ _�� I// i , 0 T- � 3 I ( =�)- � .--N-- - - - I � E ,� I A:)C�r -�� -1__..__._0 _ ,_� I I �I i� SHUT---OFF VALVE MW Q� MONITORING WELL., > 11 " S " ��= ____ Cli_g_ IE 5 II . -I- I I � � /'_1_: (SC-6 "97 ," - 1 11 � 1� ALL ON---SITE STORM DRAIN AND SANITARY SEWER PIPING 10 BE SDR--35 PVC 0_ � "1_11 > �1_ ` � �, j L0 6--�), _---.1, fyp) 1�1`�11`1'1'1� - _ !%J_3_.._1 � , �� 0 I lu)) "� I \��111, r ____ --- WATER METER MULTIPRODUCT DISPENSER (0 I I I __�___ - . � IE 56.13 UNLESS 01-HERWISE NOTED. I- � � � --*- ---�-_�_ - 19 M. ___) .._ __ _'; 4 .., I - I , - _......= .__ , - :E BACKFILOW PREVENTOR VENT RISER __. 6 2.6 � I -- --)___----__- - S��_)1_613 1 0_4 1 �-----------) . ---r _) C?_-.6 - �___, __ 2� PIPE LENGTHS ARE CALCULATED AS FOLLOWS� q) L=n - M I --------, (TYP�) \1.___1___ I I -,--- _\ -1-11-I.- I - - 2.1 (14 X 1- 11 I . -_________0- il�, �" 8 _", 0 11 I _�:��%:. � C 2.5,_)____________ . 1, ,A � _____) - ... ..1. ___ -, -, l� A, FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. ,:) �U) � �I_,-D I --- - 1- FIRE HYDRAN I DOUBLE DETECTOR C\11 `_� I . . - - . l�--��z,,--,-.��--��\�-�.,--,--I I____________ I i - - '--' I ____ B. FROM CENTER OF STRUCTURE 10 ANGLE POINT IN PIPE. Z%- CHECK VALVE 0� T.5 I ------------ - __.__1 �, ,� , � ,��:i I -- 1-"A\- 11 :1 �__ --- C, FROM CENTER LINE OF" PIPE TO INTERSECTION OF LATERAL. IE INVERT ELEVATION -�___-* N I - LJ_...-_______1._ l\ � :NA 1 v __ I... ___ I , � �1�-�,,, - i, I - �5 �, A I= - 11 - 11- - - - �' 'RATE OR (1 I (�,C _�)---N __1 1\ L��- - _-I ( _____,_, L), FROM ANGLE POINT IN PIPE TO ANGLE POINT IN PIPE, TO TOP OF' G 1) __ _ __ __ ___ -"-,-- 1-1--_ -7 SD29 ,_ __ �, .11 � -- - __ - 1%- ,) TION - (YD ----�----7- I--- _ - ________,.__......__________________. ,_ - --- _-i / \--.IE 55�55 - -- - -_ -_ I .� _.- J "" I-: (E EXISTING COVER ELEVA �)� r-- I 1.% . ......__________,__ ; ','� ��, - I ,; . Csc-I)- ,�, I � , " � ECA I � _111-1- �, � I ! I �� -��, I E�__. 00 n. _.1..--__ I i i _�'. � ,,,,, _1-A I I �,;,. 0 .L.................................� i-'-' �X 11 C n.... . Z __.I__f)_ I -, _m� . \ ,��, , ; /,�1� ";I i Chevron Products Company, a division of Chevron U.S,A. Inc., owns the copy rights to the design of the herein I I ,� i 11 I .....-z I i �, ; - / . " �,� I '� �_; 'M o___� ) I ! 11� �� " I 11 � _CSi�- � / , . � " , " . --- � �,,�1�1�I, __�2 described "Extra ,Mile" market building as embodies it) any tangible or electronic rnediurn of expression including a 0 i� I I 911, 0 -,- j I c��, . ! I �,`�,,I T@�_ i��, / E 1� ... � r i �,,, , _* I / �� u building, architecti.,iral PIGns, or drawings. The copyrighted material includes the overall form as well as the arranger-nent . I I -�_� I �, / (.0 I I =:D :,_ . . 19�I) � '�� I i_�,,:-J� �', I IE 54.37 1 . . -��ol ,� I I".... - _ I [[(", I� , / nrid composition of spaces and elEn-)ents in this "Extra Mile" design, but does not include individual standard features I") -.- : � � .1 L � ,-:_- , 11��,/Ili \I.-,.,-.-----------�, rX ":r , , I t - I -Y.4 111- I �, . 1, � , � , :�: � ,I 1- 1 -------- _�a_ -- ,,,1 . _1 '._'--!_____. ____ L�,�,, - : :' / X > - I .. ___ ,W , ._-_1__--L- 1�,�, � , : 'If- ,�` �,,�� ,. I � '-----D 1� I I I ( (A" : t ,...�, I I I �11 or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon rnust have , _. , 1%.1, _6 ,.. .�., , / -I "ro ,uc s - , �N I I----------- ,:- �, "�, C) ., I IE 55.60 - ,/ , : wr en permission a ievron ,-, I 1�� ; i ' -rtparv, a cli ision of' Chevron US.A, Inc, All rights reserved, (n cl, (2 4 �-------------- Z�/,��/ 11 / o,,2001 Chevron Products Cot / I �� I 1-111.1,111-1-, IE 55�43 ,� � / � _3 1 0 1 1 0 --J __1 � 11 11 _1� I r-____ ------- r / 1) I .. ,--<y f / � / I- tX) 0 - �,�11,1,A1 / I / - ___._______-- __ __ _,_ ' , Q,� CII I , �;" ") / / / .. 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