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NOTES FIRE PROTECTI4N N�TES � : � .
<br /> A. ROMAC, F�RD,OR MUELLER SERViCE SAaDLE WITH C.C.THREAQ TO BE USED 0!V ALL MAINS 4 DIA.ANQ ,
<br /> LARGER.AE.t NEW TAPS QN EXISTING WATER MAINS SNALL BE DDNE BY THE CtTY C}F EVERETT UTILITIES � s��A ` { •
<br /> DEPARTMENT ATTHE DEVEL{IPERS OR CQNTRACT�RS EXPENSE 1. FIRE LINES SHALL BE RESTRAINED JOINTS AND PROVIDE THRUST BLOCKS AT ALL :�� ��.��`�A
<br /> PORTION OF SEC . 8 TWN . 29 N . RGE . 05 E . W. M ■ FITTINGS.
<br /> B. CCtRPC7RAT�ON STOP: ' '
<br /> - 3!4"oR 1"-FORD FB600,OR CITY APPR4VED EQUAL 2. THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZiNG, AND CONFIGURATION IS
<br /> G. FORD SERlES EAO-2-33 NL(1/8 BEND)OR LO-2-33 NL�1/4 B�ND}FITTIRf6 FOR FtAR�x FlAR�CC}PPER.pliY5lCAi� C I TY O F EV E R E TT S N O H O M I H O U N TY WAS H I N G T O N SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND
<br /> AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM � �
<br /> BENDS[N POLYE7NYLENE PIPE ARE NOT ALLOWED. USE P.PPR�PRIATE 1/4 O#i 1/8 BENE75 PER NOTE B ABOVE. ' � � THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE � •
<br /> 0. USE MUELLER H-15�73 N INSTA-TITE FITTING 4R CtT'Y APPROVED EQUAL FO�t IP5-RE PLASTIC PIPE X FEMALE �QTE� TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE
<br /> eovPER FLa�E THR�Ao. FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR�S B1D SHALL TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> �((]T�C� 1. VALVE OPERATING NUT EXTENSi�NS A,RE REQUIRE� REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN.
<br /> E. RESIDENTlAL SERVICE: WHEN THE VALVE NUT IS MQRE THAN TNREE{3) 2215 North 30th Street, Sult@ 300 Tacoma, WA 98403
<br /> A. ROMAC,Ft�R[��R PvtUELLER DOUBI�STRAP SERVICE SaDaIE W1TH I.P.THREAD T�BE USED QN AEL MAINS 4"DIA FEET BELOw FIN€SNED GRADE. ExT�NSIONs ARE TO 3. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION
<br /> 1. PROVIDE 3/4"QR 1" POIYETHYLEI�E TUBiNG MEET(NG THE FOLL�WING REQUIREMENTS: AN�LA�R{�ER.ALl hVEW TAPS ON EXISTING WATER MA#fV5 SHALL 8E DONE BY THE CITY t}F EVERETT UTIUTIES g�Q M1NtMUM Q�ONE(1)FO�T LONG.ONLY ONE 253.3832422 TE� 253.383.2572 FAX wuvw.ahbl.com WEB .
<br /> a. AWW,4 C901. DEPARTMENT AT THE OEVELOPERS OR CONTRACT4RS EMPENSE. F�CTENSE�N WILL BE ALLOWED RER VALVE. REQUIREMENTS AS SET FORTH BY"NFPA 13", ITS AMENDMENTS, AND LOCAL , �
<br /> b. ASTM D2234,SIDR 7, F�R ID IRON PIPE SI2E(IPS}. B. 2"BRA55 iVIPPIE. REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. " '.
<br /> c. A5TM 3354-PE3508 C?R PE4710. C. HEAVY T�UTY 2"GRTE VALVE WiTH RESlLIElVT SEAT ANE?2"OPERATING NUT.GATE VALVf5 SNALL BE"WATER{3U5° �. ALL VALVE OPERAfiiNG NUT£XTEhi510NS ARE TO BE Proiect Title:
<br /> SER1E5 2500 DR CITY APFROVED EQUAL. MA�?E OF STEEL,SIZED AS NOTEO,ANa PAINTED 4. ALL VALVES ON FIRE LINE SHALL BE MONITORED BY THE FIRE CONTROL PANEL.
<br /> Z� PR(1Vi0E A#10 AWG,51NGLE STRAND CQPPER WIRE W1TN BLUE TYPE UF OR USE COAT'ING SLIITABLE FOR D, M�JELLER H-15451N QR H-15428N UR APPR(?VED EQUAL.�S€APPR{?PRIATE STAiNLES5 STEEL IIVS�RT STIFFENER UVITH 7VWQ(2)C(?ATS OF METAL PAINT. G LAC I E R
<br /> DIRECT BURY. WITH POLYE7HYLENE TUBiNG.PHY5ICAL BEMDS Ih1 PC3LY PIPE RRE N07 ALIC�WED,U5E BRA55 ELB{7W5.
<br /> a. WRAP WIRE ARQUND TUBING, ONE WRAP PfR FT, ITS ENTIRE LENGTH. 3, VAIVE BOXES IN PAVED AREA5 5HALL BE#94��TYLE 5. POST INDICATING VALVE SHALL BE REMOTE FROM BUILDING, 50 FEET WHEN POSSIBLE.
<br /> b. SEGURE O�IE END AROUND THE SACIDL�BOLT BETWEEN TWQ NUTS AND EKPQSE A MINIMUM f}F 18"OF THE E. Rf51DEfd'�IAL 5ERVICE CAST IRON,TW(l PkECE UN17S,C1E5{GNED WiTH�UGS SEPARATE SUBMITTAL FOR SPRINKLER UNDERGROUND SHALL BE INCLUDED ON P EAK AT
<br /> OTHER ENb IN THE METER BUX. 1. PR01f��?E 2" POLYfTHYL�NE 7U8lNG MEE1'I�#G TffE FaLLOWING REQUIREMENTS: ON C�VER AND QEEP SKIfiT. IN GRA5S, NON-PAVED SPRWK�ER PLANS OR BY SEPARATE PERMIT SUBMITTAL.
<br /> • a. AWWA C9i31, OR N�N-TRAFfIC AREAS USE OF PLASTIC VALVE RIVE RS I D E \
<br /> F. NON-RESIDENTIALSERVICE: b. AS�M 02737,StDR 9{pe3608/4710}. �QXES,WfTH CAST IRON LIQ AS MANUFACTUREQ 8Y 6. ALL UNDERGROUND FIRE SUPPRESSION PIPING SHALL BE INSPECTED AND TESTED PER
<br /> �. A5`�M 33SQ- PE360$OR PE471�3. HANQLEY 1NDUSTRIES ARE A+�CEPTABLE.
<br /> 1. PROV(DE 3/4"OR 1'"TYPE K COPPER TUBING MEETlNG ASTM B88,ANSI/NSF 6I&APPLICABLE IAPMO NFPA 24, CHAPTER 10.
<br /> STANDARDS. 2. PRQVkpE A#�0 AWG,SINGIE S7RAN�CORPEl�WIRE WtT�4�IUE TYP�UF UR U5E CC7ATING SUITABIE FOR 4. USE OF PLASTIC VALVE BOX EXTEN51ON5,AS Client:
<br /> QIRECT BURY. MAiVUFACTURED BY HANDIEY INDtJ5TR1E5 ARE F I RE S P R I N KL E R N OTE S
<br /> G. USE 1J4 OR i/8 BEND BRASS ST BEND WfTH MUELLER H-15426 N INSTA-TI7E FITTING OR CtTY APPROVE�EQUAL a. WRAP WiRE ARQU(VD TUBING, 4NE WRAP FER FT, ITS ENTIRE LElVGTN, ACCEPTABLE. PANATTON I "
<br /> fC3R IPS-PE PLAS7IC PIPE X MALE fRC�IV P1PE TFEREAD. b_ SECURE(�NE END AROUND 7HE SADdLE BC7lT BETWEEN TWO NUTS AIWD EXPUSE A M(NiMUM OF 18" •7" SQUARE x 2"NIGH . �
<br /> OFTMEQTHER END iNTHE METER BOX. �P�ERATING NUT WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO DEVELOPMENT �
<br /> H. 3�4�° METER SET7ER SHALL BE��A.Y.MCpONALD��62-Z12WWOa33-15 OR AFPROVED E4UAL. F (��N-RESIDENTIAL SERVICE SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE
<br /> 1"METER SETTER SHAII E�E A.Y, MC(�ONALCS"C2-415WWDp44-15 OR GITY APPRCJVEp Ec�UAL, k I � DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE COM PANY, LLC
<br /> 1. PRQSflDE 2"IYPE K CORPER TUBING MEETING ASTM B$8,ANSI/NSF 61&APPLI�ABLE IAPM�I STANRARDS. r . 1 ,�
<br /> � �'' ��''\� \�' :�f c� FIRE MARSHAL PRIOR TO INSTALLATION.
<br /> I. METER5 5HALL BE SUPPUED AND INSTALtED BY CI-fY U�iLITIES OEPARTMENT AT TNE DEVELQPERS qR \ '�"��. '\/�,���� Z
<br /> CfJNTRACTC3R EXPENSE. G. BRASS ELSfl1N5&NIPPLES AS NEE�E�. ��� � �'�\����:' � 900 SW 16TH STREET
<br /> H. M€TER SETTERS SHALL�E°�o��° 70 SERIES COPPER SETTER V8H77-128-11-77 WITH NOR(ZONTAL INLET AND ". � ��,:-f` � ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE SUITE 300
<br /> 1. PRQVIQE METER BOX BODY MANUFACTURE�BY��RAYEN PRQQUCTS,FQR A 3,�4° USE MO[�EL RMB-11-I8-22, OUTLET OR APPRQVfD EQUAL. � ��� ,�o ��`'� PROTECTION SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR RENTON, WA 98057 ,
<br /> FOft A 1"USE M4DEL RMB-15-27-12",MOUSEF4C3LES CUT,WITH AASTHQ H-20 RATED�i FLUSH SOL1D CQV£R i. METER SHALL BE SfJPPLIEO ANCI IIUSTALLED BY CITY UTiLITIES�EPARTMfNT AT THE OEVELOPERS OR C(7NTRAC:TpRS 1 � ti� HYDRANT PLACEMENT MUST BE INSTALLED AND CERTIFIED BY CONTACT: DONNIE BELK
<br /> LID OR EQUAL. EXPENSE, e � 2 j A LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL
<br /> 1. PROVi�E METER�t�X BQpY MANUFRCTURED�Y 'RAVEN PRODt1CT�,MOpEL RM6-173Q-12',MOUSEHULES CUT,
<br /> K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TQ PREVENT FRfEZING. WITH AASTHC?H-20 RATED QfJCTIIE IRON FLUSH SQUQ Cl?VER LE�OR EQUAL. � '�' �� �`� ��� °U" CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO JOb No.
<br /> K. PLACE SAWDUST IN METER BOX AROUh1D PIPE TO TDP i3F ME7ER TO PREVENT FREEZING. J PERSONS OR FIRMS NOT CURRENTI.Y LICENSED AS A FIRE
<br /> � � � K� L. ,4D�usT,46�.E vAtvE Box AIVD Exi�ENS�oN S�E 5TD 505. d � PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED 2170746.10
<br /> - ° � UNDER WAC 212-$0. `
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<br /> � � � Issue Set 8 Date: 3 �
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<br /> � � f��� ~--4 1/2" alA x 1/4"MIN
<br /> _ _ __ __ ,��� � TNICKNE55 STEEL
<br /> � `\ � PERMIT SET
<br /> � Q i, r,� _ _ �\ �,. 3/8"SET SCREUV
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<br /> . CHECK E SQUARE SUCKET �Q'�OF wASql��j
<br /> ,�-^, �----..� VALVE , i 2 1J4" IN5lDE �����'� . - c��'�
<br /> �A � � .,� '. '------ _ 2 1/4" DEPTH
<br /> � � (1{8"IV11N WALLTHICKiVESS) �
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<br /> �, '� ,ti � ,,--� �'\ ,,, � %` ° �) ��� m > VALVE BC}X AND EXTENSIQN VALVE C�PERATING [VUT EXTEN510N "0�0 ��,G4858�9 ww�
<br /> f ,.------.�` \ `--�E� `--{,� `-{G} � � F �J � � +�'�, i STER �'C� .
<br /> r `� m > � SSIONAL ��
<br /> '� �� �� � a � CITY OF EVERETT!
<br /> j ��$ � B C G D . ��T PUBLIC WORKS DEPARTMENT � OS��B�2OIB
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<br /> , CITY OF EVERETT CITY OF EVERETT , 'p � nv �.W ..Mc„
<br /> �� ,,,, °n' 12/30/2Q16�
<br /> VALVE BOX AND EXTENSION VAIVEBOXAND ` I
<br /> ! ExT�rvsiary sos �
<br /> � '
<br /> �- ---- ----- . . .
<br /> . E��TT PUBLIC WORKS DEPARTMENT ; �E�T PUBLIC NfORK3 DEPARTMENT � ,
<br /> ` ��. :��.�,�-A��,�,kbT Ha o33o6jzoii 4x� �Fm --
<br /> � METERED WATER SERVKES � -- --T "�;�'""�1 "'� os/oelzon NOT TO SCALE
<br /> 1 I N C H WATE R S E RVI C E . __ 3J4������ �� s°s ' 2 1 N C H WATE R S E RVI C E ; METERE°WATER SER�"Es � 50z_ ; � , � �e � PA�Ts �vo-r�s �
<br /> � NOTICE
<br /> NOT TO SCALE � NOT TO SCALE '� INTERIQR WALL �_ A. Ul-�M LISTED SQFT SEATED WA STATE APPROVED 1. TEE AND GATE VALVE REQUIRED DN MAIN. ��u���r�����
<br /> w D�UBLE CHECK DETECTOR VALVE ASSEMBI.Y WHICH nes ooa�r oa�s�wr o�xoc��r�a�t�n
<br /> a z a o�+s+p r��s N rc.nws oocuuo+r is ro�us�
<br /> � MUSfi 6E INSTALLED IN THE SANt£ORIENTATION FOR 2. SfNGLE dETECTOR CNECKS ARE NOT APPRQVED ON�Y FOR 71E PROECT pENii1FD N iHE 71RE BLOp(
<br /> � ', � � WNICM IT WAS kPPROVED.ASSEk1r1BLY TO INCLUDE� BACKFL�W PREVENTIO(V D£VICES. ��N0T���D����0°a�
<br /> a .,-t�s� ADDI110N TO 1HAT PR0.ECT OR Fpt ANY O7FER PRQECT.
<br /> � c,�� r' �-- �EST CC1CK5,3/4"$RA55�R GOPPfR BYPASS WITH
<br /> IN-UNE VAl,VES AND A 5/$" REMOTE Pv1ETER.ME�ER 3. ASSEMBLY REQUIRES CERTIFiCATlON UPON
<br /> !� '� ,{�-�, TO READ iN CUBIC�EET,AND BE REMOTED T(?AN IhJSTALLATIt]N,AND RECERTl�ICATION ANNUALLY BY
<br /> - �f
<br /> ° � � EXTER�IAI WALt OF Btllll?IN6 MIETER BOX. �W���.
<br /> �, �i � r-�- � � �
<br /> i �
<br /> i � - - -= BEARING AREA OF THRUST BLOCKS IN SQ. FT. �
<br /> ��, ' -
<br /> - ��
<br /> ,� �� ��,_' �� � ,� � I .
<br /> q� _ ,,,,- 51R���i' TEE,WYE 90°BEND TEE � � � B� UNI-�LANGf WITH SE7 SCREWS OR M1 x FL ApAPTER 4. ALL7EST C�QCK5 MUST HAVE BRASS PlUGS. .
<br /> '�•� � � �..• ''-''���' !-J -"'-'-' ��� ,�- ' FITTING PLUG OR PLUGGED PLUGGED WiTti MEGALUG RESTRAINT FOR BOTN UPSTRE,4M
<br /> AND DOWNSTREAM OF ASSEfUIBtY. 5, MAXIhAUM HEIGHT OF ASSEMBLY FRUM FLOOR IS
<br /> i� _� _ ,
<br /> - -r� ��' •II. _ _ , „��� SIZE CAP CROSS ON RUN 45°BEND 22.5°BEND 11.5°BEND �, FIVE �EET UNLE55 AN�SHA APPROVED PLATFOaM IS �
<br /> A2 A� A2 - � C. DUGTILE IRON PIPE(SIZEt}AS REQUIREDj CLA55 52. PROVIDED. n
<br /> L�
<br /> TEE BEND WYE PLUG OR CAP 4 1.0 1.4 1.9 1.4 1 A ' A 6. A�LI DIMEN51fl{VS ARE M1NlMUM CLEARANCE
<br /> D. TWQ GALVANIZEd ADJUSTABLE PiPE SUPPDRTS F�R 2
<br /> 6 2.1 3.0 4.3 3.0 1.6 1.0 � 1/2"DlA ANR lARGER PIPE. REQUiREMEN�S.
<br /> = "= '.r� . = , i = �I $ 3.8 5.3 7.6 5.4 2.9 1.5 1.0 7. FIRE DEPARTMENT PUMPER CONNECT�ON MUST BE �
<br /> _ � �-i;i_, i
<br /> -,��--� r- n !ir���ii� - `' �
<br /> " ' � = 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 E. A SUFFlCIENTLY 5EZED ELQOR pRAIN OR WALL __
<br /> i ' �_�,,, �, _;_ ' FQOTING DRAfN MUS7 8E PROVlDEQ IN THE SAME d�W�STREAM flF ASSEMBi.Y.
<br /> ___ 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 ROOM. DRAIM1!T�SLOPE TO DAYLIGHT OR CONNECT
<br /> _�,��_ ,,�-���:-��- ��. �= -- �
<br /> � - - I� ��� � I-I�I I 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 �d STORM DRAIN SYSTEMl. 8. THE dSY VALVE CAN NbT BE USED AS A PC?ST �
<br /> - � I�� � '! •'+ -! 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 INDECA70R VALVE. (THESE ARE flNLY PART OF THE /�
<br /> _ �� � , ��� - PLAN F. EXTERNAL DOflR WITH KEYlS REQUIRED.EITFEER A BAGKFLOW ASSY.) L�1
<br /> - - - = 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8
<br /> TEE PLUGGED CROSS PLUGGED CROSS 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 LOCKSET IN THE DOOR HAROWARE OR A KEY VAULT
<br /> - 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 (I.E.SItPRA SS.)WlTH A 3 5/8" DIAMETER X 1 1/8"
<br /> LENGTH MORTtSE CYLIlUDER.MORTISE CYLINDER � .
<br /> NOTES: MUST ACCEPT THE CITY STANDARD"�EST" LDCKING � �' `
<br /> 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDiSTURBED EARTH. CEIUNG SYSTEM.THE WIDTH AND HEI�GHT O�THE CJOOR(5} ` •
<br /> 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. NOTE: nnusr ExcE��rH�wi�rH atvD ���GHr oF r�E Revisions
<br /> 3. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 psi AND AN ALLOWABLE AssEr�a�v.c��A�ANc�eorH�rvsio�A�va o�Ysk��
<br /> PRESSURE S)AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL SOIL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. TO COMPUTE RooM nnus�r��suFFiciErvr ro��nnovE assEnna�v
<br /> � BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, IN�fACT.7HE ASSEPVIBLY MUST BE FULLY ACCE551B1E
<br /> SPECIFICATIONS. Sheet Title:
<br /> USE THE FOLLOWING EQUATION: BEARING AREA= (TEST (2FT MIN HOR120NTAl Ci.EAftANCE TO ALl WAIIS
<br /> 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESSURE/150)x(2,000/SOIL BEARING STRESS)X(TABLE VALUE). AND OR EqUIPMENT}FOR TESTIhIG AND REPAIRS.
<br /> PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS ' � WATER NUTES
<br /> STANDARD DETAIL. ���M�N � � � G. FlUSHING CAPABILITIES fv1U5T BE PROVIaED WETH A •
<br /> N ,,---�G� 2"FLUSHiNG LINE�OWNSTREAM(7F ASSEMgLY"CO AN D D ETA1 LS
<br /> �` 1� OUTSIDE aR SUF�ICIENTLY S1ZED IIVTERNAL DRAIN.
<br /> CONCRETE THRUST BLOCKING
<br /> � � � � ���� H. WH£RE A�SEIv18LY l5 TO BE LC3CATED ABOVE
<br /> 4 NOT TO SCALE a EXTERNAL GRqUNd LE1/EL,ALL 8E14R5 RE(�UlRED TO
<br /> LOWER INLET PIPE TO PROVIDE REQU6REQ EXTER�JAL
<br /> t � " � 4��.� Desi�ned bv: Drawn bv: Checked bv:
<br /> (,/ � � ��� GROUND C�VER SHALL BE FLANGE FITTING5 flR BE gEB BEB/TDW STK ' �
<br /> r a ^; �� FITTE�WITN HQRIZONTAL ANQ VERTICALTFtRUST •
<br /> t g� RESTRAlNT5.
<br /> ,.� � FLC�OR _ � _ :
<br /> ..
<br /> - -- - -
<br /> rv, � � p I. �HE ROOM SHUULD BE INSULATED WITH R-19 {
<br /> { � . „
<br /> , � INSUEATlQN�7R GREATER AND HEATEl7 T�1 ABOVE CITY OF EVERETT� Sheet NO,
<br /> � FREEZING.ONLY CONSTRlfCT10N MATERIALS THAT �,.E£n pUBLIC WORKS DEPARTMENT
<br /> I�� \ B AL�IaWEC).����CASIG1NAl 5lf8hrIERGENCE WILE. DOUBIE CHECK DETECTOR °,.��M°°.�oib
<br /> � ° � ° E��vaT ` ��z 3o zw
<br /> � e� � ' VALVE ASSEMBLY i S23 ' _
<br /> Knowwhat�sbelow. D BLE HECK DETECTOR VALVE ASSEMBLY � ���A,3&�p�ERSERv,=E,NS,�EA9���p�h���
<br /> O U C L---- --- ,
<br /> 8 of 10 Sheets
<br /> C1II before you dig. NOT TO SCALE ,
<br /> ��. , ._:: _� . , _ - �
<br /> DATE: May 18, 2018 FILENAME: Q:\2017\2170746\10_CIV�CAD\_SITE PERMIT\2170746-SH-DETL.dwg �EVIEWED FOR P�RMIT � � �
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