�_�- cos�r a �oLE AL FUEL � �i�.��� E��A �ia�
<br /> ____ 1�2C�C� 1�TH �VE�IUE �E E�/ERETT WA ����� � �- �
<br /> � � ,� �
<br /> 20 �o 0 20 4a ���T��.J ���� �t''������ � � 1� , . �� � L,j,l � �
<br /> STCJRM DRAINAGE STRUCTURE�� SANITARY �EWER Sl'RUCTURES� � �'
<br /> 0
<br /> , _a ' �,, � �' � � � � � � ].I.I t�j -
<br /> 1'° = 20' � �'��` iii � it� �,. . -�
<br /> � �-� ��; �r� � �� � ...�
<br /> � . t-II-ii s i ii � ��° i EXCB#1, TYPE 1, W STANDARR GRATE , / _, � �
<br /> � `� � ows�� �'X4' OLDCASTLE OIL WATER SEPARAT�R � Z (� t ,
<br /> � � � . .# ��; s�� +: '�� RIM = 470.78 SEE DEfAIL QN SHEET C6.1. � '_' v
<br /> �r ' i - ':.;:� �� RIM = 471.14 � � � � Q
<br /> ��E
<br /> �s€ IE=467.23 (12 IN NE) �
<br /> ; . `:���i �3� �. i
<br /> � 1' : .;.� �1� �;F � : ..� IE=469.25 (6" it� W) m �,�,
<br /> �� :. {. 1 ftr �'� i ."' . { SDCB#1, TYPE 1> Wj STANOARD GRATE IE=4fi9.0(7 {6° OUT E) � W Q Q �
<br /> �' - ' � � er�� {i� ��: . t SEE DETAIL ON SHEET C6.1. � � •. � :
<br /> �
<br /> < �. � I�- i!i E
<br /> � 9` .,' : ..�rf` �is � t R!M = 47 .17 RD GRAT
<br /> --�-�__��__,_ �_�_ _�_ .. . - S ET C6 3
<br /> ' . .
<br /> , .; a-.�-�..�.__-�_�zT_�_��_�__ v�„._..�� ,��__., _ . . '�'�' iii � •��i IE-467 631 (12" IN W) SEE DETAIL�4N 1�HE, . � o
<br /> _ STANDA E � � _
<br /> � �__-�--.�_-. , . __�_____ w.���___ _ _... C? � � w
<br /> _==-�,���.�._��_-1�� �;, � � . � a �. ,�. a..$ .� . , .. . . . -�p:. . , . --- -___ _.� �.. . . - --_ _____ . � l��rJ.: � � r� � i ii � � IE=467.63 (12" OUT S} FtIM - 470.9Q n. oo �' W �
<br /> --------___=�����:�:��-��-��t �==t�- �.� :�._ { � . : . . . - . . - - . --- ______ . , ,=,..`�� � � . IE=469.32 6 OUT E W
<br /> ___---_�_�=_�_..�s =-=��,_- ,�:=.�,�::��'�=�`,����.�--_,. - - -,:,_�� : . -_ _ . . �-.�=�•' , �'.�f �EE � � t ) �
<br /> _.��_ Y �
<br /> _,__..._.._�.�._ -.�� =,�t�."�.:.fi1- �,._C'�.: ��.. --t:S:..���` .�.�,�.�' �p��._M-� �rm-:^.-.�:�.�;~�.y.;.`� �1�;- _J,�-' - -__,_ �, �� �d,'`,�- � � !!i 3 :�
<br /> _ ; � -` . H~M . --�, SDCB#2, TYPE 1, W/ STANDARD GRATE �� W �
<br /> .__.,__ ._._...,� �._ _�=__:..:_._____ -�v =�-��-- •r�t-. =�:�-�- -i`�;- -��-~�--I'�-� ,..�f.��.- t1- �Q-� 9(! t � �
<br /> _ _._.�_ u.�� �.-�-
<br /> __-________-�.___--.___.���"�':-.;_..��=--�m_:v.:a���=�.� _.....-{.1=-„..- {
<br /> ---------.-.-- f�� + . � SEE DEfAII ON SHEEf C6.1. SSCO#1, 6 SS CLEANOUT c� c� a � O �„ U
<br /> _________��===�.�_.- ' i ii ; �� '. i RIM = 470.80 SEE DETRIL ON SHEET �6.0. �; � a Z �
<br /> � � � �t� � -.. i _ � R!M = 471.49 �-- Q � ~
<br /> t� � 1E-467.57 (12 W N) �
<br /> ��G�� ����� SE � i ii � . . i iE=467.57 (12" OUT S) lE=468.96 (6+' IN W} c�.� c.�a ° Q �
<br /> -- � i�
<br /> 3 , E i; �.... s I E=4 6 8.9 6 {6 O U T N E} c� (� �
<br /> -- `� _ .�......_..._ �___�___�..___...�....-__.,, � --`- �.._._. � iii �. :,,i SDCB#3, TYPE 1, W/ SOLID LID a a
<br /> � -' T` - � _. _ ��' _ -�- _____ �_ � � ;4 � ` , i SEE DEfA1L �N SHEET C6.1. SSCO#2, 6" SS CLEANOUT � � m � �
<br /> �-- - - _ � � ���...".,,� RIM - 472.25 CONNECT TO EXISTING SANlTAftY SEWER o0 00
<br /> � - _ � I EX. IE= 468.32
<br /> {i� r ; IE=467,39 (12° li� (V) � �- �,
<br /> � �"� ------�---�--- � � iii �. � i „ SEE DEfAIL ON SHEEi' C6.0. o ai o .
<br /> - ___ "..."`_"'"-�,---•�----._._... _._..� _._,._._._. � �� � _ IE=467.39 (6 IN Wj '- ca
<br /> # � ' IE=467,39 (12" OUT SW) -
<br /> ---_______ _�.�.._...m_. ......�»____- !f f i, .. ..} - .
<br /> IM 471{5
<br /> ------------___.._...,� ,
<br /> IE=468.32 6" lN SW)
<br /> ___ _ _.
<br /> ------- ---------------- - -
<br /> ----------------------EXI ING 12" SD 7Q R AIN
<br /> �. ��. : ,. , � � .
<br /> a . . � - � - --- -- ----- --- ---- � 2$ 74' j � �ti ' �' �i SDCO#1, 6" CLEANOUT �a
<br /> . 7 . � . �... . . .. . . . �. . ,. . " . ' . ' . . . . . . "_____"'__ '___ '__ '____ _ _ . � . }", . . .
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<br /> ------- .:. . .:_. . ' . ---- - ---- --- SHEET C6.a. �s
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<br /> _ _ ' �� �#� } . - ,.; SEE DETAlL ON
<br /> : , . . ,. �8T58'49"�`58$,.7.1"' � - � � = � � � �
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<br /> ,� � ,#� �� IE=�67.80 (6" IN N)
<br /> `-- ----' '--- �a�,.2s �..,,-- : " ; f i i o :� �€ 1E=467.80 (6" dUT E}
<br /> ;_ __ ..r b ..-�'s� ____-_____----~-'.r" � `~ ' \'��`. i !' I I I ! .. . �
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<br /> � �' 13 LF 6" PVC S � 1.00%: . . ' �a _ ... �,�.� . : � ' � �' � c�i ��� +. � t :
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<br /> � �O ` a:a a 4 F 6" PYC SD t� 1.OQ% ,;,� � � 4 0 . t .� -�____.,..��_ ---�- i ii `�-.. �,'� �
<br /> �' �. I � .�. A� i3 �. � � � 12 �� . � � � � � Q �
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<br /> �� (`: i��[Q. . Q.. . �o - 0 �° � �, � r�--=1 LF 6 PVC SD C� 1 0 % � x _ � �ii � . � �
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<br /> p (� �# STt�RM DFiA1�1AGE K�YNC�TES U11Lf�( CR�SS1NG TABLE � � `�
<br /> � ! 4 aux;az�..� � V ' .. .a , C� ''. ," �_.. (. ,'n'. . . . a 2� .�� tL��1-YL SV l`Y �.32� ; � '� 4 f {j� �. .� . � ° � __
<br /> � � , �.:1 LF B PVC S{� �� 1.U0�,. . ���. � �. � €n � �°'j �
<br /> I , s �. � �
<br /> ' A � �' ` �� I,i � . .5i nc
<br /> � � h �� ? 12 1_F' 6" PVC SD �P 1.0�� .,,. " ,�...Q- _ �° , e � �,� ` �`a��- ' �i�
<br /> J I � ° , � :, , ..� . .� 3 ; .. .:� � �� 4 . '� � . e � Q � o ; ,,, } .. ., �� �. CONNECT TO EXlSTlNG ,STORM DRAIN P1PE CROSSING# iE - UPPER UTluTY T/P - LOWER UTILITY SEPARATION � v
<br /> (� - p a ". �� . �.�;. � � a �'� � �7 L.F 1� PVC SD � 4.22 0 � � �t� �X. (� = �67.71� �? � � � �� ,
<br /> 0
<br /> � } ��..: . � . . .. �. .:� . .� � � , . �' � � �xE ��. . ::� '- � „ �1 469.3f - B SS 468.6f - t 2 SD 0.7 f * Q
<br /> � ! r. ;i i .�" � �0. 0 "; -.: � e �� � : . . . . 3 l.F 6" PVG SD � 1.OQ%`'� / . � t tE �. . t NEW EE = 467.71, 12 � �
<br /> # , . �� �(� .!� �a . °-. ' a ,,f� q B �'.:. ; � i;i f. � COMRACT'OR TO FlELD VERIFY EXACT HORIZONTAL/ RTICAL *CONTRACTOR TO INSTALL CDF BETWEEN CROSSING 1. � � �
<br /> � � � � ,..:,. ; �
<br /> �. . :.. � � .. _ ," 4 t �� � � i �E� �+ LOCA�ION Q� D(ISTING STORM DRAIN PRIOR T4 �QNSTRUCTlON. ---
<br /> �� . �� �'n � ' t.. � .a . Q � � � �"` , � ' �€� 'i::.�� i CONTACT ENGINF�R IF CONFUCT EXISTS. CDF TO EXTEI�D A MINIMUM OF 5 FEET IN EACH DiRECTION BEYOND CROSSING. �
<br /> :� � 32 LF 6 PVG Sd � 1.00�, ... .-- f�. ` � A � . 1 ° : . ` t ; � � � N � i�i � � �f O
<br /> �:` : - .. � •: . ,...�.�,._e.4 v_ ., .
<br /> ;� � . } � � . �"�� , �,. +d-�.�...�_,��_�` ,� � ;1Pe�,�: �; ST� . � _ � � � ' i i+ �.; � �i 2. COidNECT T4 EXISTING STORM �RAMN CATCH BASIN
<br /> .
<br /> � 1 �F 6 PVC SD � l.0�% � � - ��--�- - S � �� i :• , T-
<br /> �� "�� � ( � �. f:.. . �- , � ��. i. a . t j �; 4 �F 6" 01 SS � 1 .80% � .. � iii s ...�;.s � .- �7�.7�� �
<br /> , � , � �:. , .. � f � a . . .Q � �o� � � �� � , �� ���.���, �� xx UTILITY POTHtJLIN�; NOTE•
<br /> .� . �12 LF 6 Pve s� � �.oa� ��
<br /> � �} � --..-T�T ww"s_� IE=469.26 . .�``' ,
<br /> r � ,; 1 i ii '� � NEYk IE = 467.23, 12" ,
<br /> \ ( !a*--.;�--- t ' �.. :� � � 1 i� �. ,�. .. �
<br /> � . , ;, . . . ...., . . . _ _ ..
<br /> f - � '��, a t '" "� .�? � { : i GONTRACTOR TO FIELD VERI�`t EXACT HflRIZONTAL RTICAL
<br /> I . .a ° , � , � ! I I ��i N� A. THE CIRCLED LOCATIQNS ARE REQUIRED TQ BE POTHOLED TO VERIFY VERTICAL
<br /> I..:� ; .:" �� \ E; �' 3 i�. a.a .� �t � :i � ��� � � LOCATI4N QF DCISTING STORM DRAI�J PRIIJR TO CONSTRUCT(ON.
<br /> . �' " ' : . . �+� � .' � ' � � a ' $ E i; �.�� �. :r AND HORIZONTAL LOCATION OF EXISTING UTILilY AND aR PdTENTIAL CONFI.ICTS
<br /> • . . . ��, . � y � '.' " , I. ° ' e '; . . e:'• '� � - . .. o . � I,� �... ; � � . i�� ; .� r CONTACT ENGINEEF2 IF CONFLICT EXISTS. . WiTH IX. UTILITIES. / � � ..
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<br /> . . .�, . � . ... ; . .: ,. . � � � � 4 Q I.i . . � a �a §
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<br /> �� � ' � a 7 LF » D SS C� 0.57 � �3s � , :'�3 PROPflSED UTILITlES. CQNTRACTOR SHALL NOT(FYPRBARGHAUSEN�CONSULT� t�
<br /> !
<br /> .. .. � . � :' . . . - . a<. �14 LF 6 �! SS g 0.49% � ��t �' . i •
<br /> . ; , , , . �: � CONNECT TO EXISTING ROOF �RA1N. ENGINEERS, ING. OF ANY CONFLICTS. Q
<br /> ,� . : � ;. . � �". �� � . . . a. . �3 � �� � � z t�� - . �� C4NTRACTOR TO FlELD WERIhY EXACT M�RIZaNTAL RTICAL
<br /> . n .p� ;n„ ..� , . . �, a. , , � � � �� . . � /VE
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<br /> . ���.�. . . ' ' ,-. �� : �. � � �� . . ' . . � < ' � = � _.. � z � E i� �:. � � � .LOCA110N OF a(ISl`}NC� ST4RM DRAlN PRl�R T� CQNSTRUCTION. �
<br /> � .����I.�,v�.�,_�.;�_�;_�_��;i .� IE=468.95 �� 3 LF 6 PVC S � 1 A4� , � ,�, � E�� � ;. ..,; � GONTACT ENGINF..�R IF CONFUCT DCISTS. � B. EXISTING POWER ROUTE �ROM PEDESTAI UNKNOWN. GRP AND POTHOLIIVG SHOULD
<br /> // i v .((�.I`8
<br /> ' � ��� �"-'` ' �e- � j � � 3 � 'E� � ' CtCCUR PRIQR TO INSTA�LING ANY PROPOSED UTILITiES. CONTRACTaR SHALL
<br /> ,� . . � �;,
<br /> I 't . . ' ,. . . . . . . . . . , � '� . �. . . . .. �:a . ' � a: 4 :a . e -!!wF.Y.wN-�»� ,�,( .� � .�'" . � j � Q f�1 �, �.' � � . � S .
<br /> 1 j.; � . . , .• ' "��"y:'�32 LF 6 PVC SD � 1.Oa% . +,:.. . . d 74 LF 12 �VC SD � 4.24� .� = r , � � ,- ; ��i `� 4= PERFORATE� STC1B OUT CONNECTION, SEE DETAI� QN SHEET C6.1. NOTIFY BARGHAUSEN C�NSULTING ENGINEERS, INC. OF ANY C{3N�UCTS. � E q
<br /> `� � ' � �'Fp� ' , /•„'.�`$ ' ;. ��rt , ,... ' '. '. (.te . a° ' ,d - a . I� i O� i � �EI �' ,' ..f ��l` �� �l�
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<br /> . .. . 3 l: ."<. r-. �a� '�,� r�° � ~ � � { � �� �: - � �`'''�
<br /> �i ... .�..R-,"._:....�;-.,,:: . � ", ..� . `: 4. . . �'� � 3 , }� $�-. . '� � :
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<br /> �� � ��. ,� :. . . - : , `.LL � ,-"-�. ' e . A ..,a Q ; a 3 L� 6" PVC SC� (� i(3Q% � � �� � c�n t f �r i�.... � R (�T � �
<br /> � o li � Q ���i { ���Yd f ��'
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<br /> � � � ::� '��.,�� �.' . ..; '...l��:'�� � �� . . . .. . . . � . : 4 � ' .e. � ,,.-.�I L� S» �C JV � �.�Qlo � � � ,S 1 (%� Z �'t� �� �:' �t � � 54947 �
<br /> � t � . :_t� � . �.. ., .. i • e, ,: ; { I: . -' � O O �.
<br /> , �```�7 � �;_u..-,�---.�:-<�;� , _ � � �� . � 4 � i� � � c� I w � X (j,t `'`'is � . '� 9, TAF' TO EXIS7(P1G 8" WATER PIPE. COM'RAGTOR TO PR4VlDE �F F �STE��' ty4,
<br /> f � . Y�.,,.., : . ' I IE=468.62 F''< � . .. � a � � - �S' ti i
<br /> � � . - � �a . t i � w � i� 3 ;�,� # EXCAVATION SHORING, AtdD RESTORATIOPI. CITY 0� EVERETT TO A� �R��' �
<br /> � ��_�;"_r-,^- ._`"" � �.--"-. � . .. ..,��^"��. ���� .� � " '�c�..A �..�a���a . . � !� � #i � .'3 i (
<br /> i' � � - � �oo,� �"� I�� ����z ��s°Pvc s��i.00� ►. .:�a`.--- .� �-��-�� . -i� °`'� - - � � ,. . ; ' � �, � �� �:, :� ::� ��RFOR� -rA�. �IIATERiA�S NC�TE� � � �
<br /> �� � , ° ��� '°� ` � � � � � � � � i� � : � 2. 41 LF 6" Qt PIP� EXP. 04.04.24 �
<br /> � d� . � a��' �18 LF 6" PVC SD � 1.56� � -° .. � �Q a :.�, . � ��__�` � : � `::,�. . � � � _ � ii �. . . ��i 1. ALL STQRM DRA(IV LINES S A - �
<br /> � t� � , . x „2.62 o a ,�` � � ; � i� � ; H LL BE PYC SDR 35 UNLESS OTNERWISE NOTE[3. x
<br /> � �-----=--�- �o =�- ' � � � Z ; ;� � . ; 3. gp� Q��p DRAIN PIPING tABELE� DIP SHALL BE CLASS 52 DUCTlLE lR�N PIPE. ALL
<br /> J DO NOT ENTER � � i � ; i� t �. • _� ;
<br /> f � � � . j , � Q � � �� � .,� STORM QRAIP! PIPES SHALL BE INSTALLE(� PER MAIVUFACTURER'S ci c o � ¢ �
<br /> .� � �ri.IWFl 4���1 �?�"�v�..�f` �2 �. ; .r,,,..... . .
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<br /> `� �� ��� , �� � .o" � �ft � --., .� 4. 21 LF 6" f3E PiRE �SPECIFICATIONS AND CITY STANQARDS. o N `�j :r � �
<br /> REM�VE PORTION OF EX. PIPE �' f ,��--�--_____ .--.,,,a��.�j � � ' , � � ; � '� uaE� �'., i . cn ° � � �
<br /> , , � a� � � _ � �, i. �..� 5. 90 BEND 2. ALL WATER �iNES TO BE CLASS 52 DUCTEL� 1R�N PlPE UNLESS OTHERWISE _ �
<br /> AS NEEDED FOR NEW CONNECTION. ��-` �� , � a � � �� �� � � � NOTED.
<br /> � � CAP AND ABAND�N EX. PIPE It� PLACE. � ���� �``�-. ' � ; L./ �°- �i � . �.� 8. 9 LF 6" DI PIP� � �
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<br /> „� �32 LF 6" Perforated PVC SD � 1.28% t��� ,i7 � . � ; _ � ,� i : : � 7. DOUBLE CHECK DETEGTOR VALVE ASSEMBLY(DCDA) �RADIN� NOTE: � � � °
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<br /> E C1TY 4 EVERET�' STANQARD DEfAiL 515.
<br /> '� ,,�,� .� . �` X� I � . ` � ii � �� � 1. ENSURE ANY aRAINAGE TNAT COULD RECElVE A SFILL GOES THROUGH THE � m � �' �
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<br /> � AS NEEDED FOR NEW CONNECTION. . ' � K.' EX � ; � �� i� . ., ; „ . _ ,�. � r�f�,�r 1. NO PART 0� THE DRAfNAGE SYSTEM SHALL BE Ct�VEREE3, C4NCEALED, OR � z � N
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<br /> �� CAP AND ABANDON EX. PIPE IN PLACE.J �`�� � ; �� ; �� �, �� .� 12• 13 LF 6 Dl PIPE PUT INTO USE UNTIL IT HAS BEEN INSF'ECTED, TESTED, AND ACCEPTED BY � J «�
<br /> I ' , :' � sa i r THE CITY OF EVEREfT. W Q �,
<br /> � � � � � � � � + �� i' �;.'� !3. CONNECT 7� 6" F{RE RlSER. � q � � �
<br /> U I � � �� i � SEE FIRE SUPPRESSION PLANS FOR DEfAlLS. 2 ALL WORK AND MATERIAL SHALL CONFORM TQ THE CITY QF EVEREfT dESIGN Z �.,_, w �
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<br /> U , � �F ; . ; .� AND CONSTRUCTION STANDARDS ANp SPEClFECATIONS ANO THE WSD�7/APWA ] t�t � �:,
<br /> �.� o � „ ; i E� ? � + STANE�AR[3 SPECIFICATlQNS FOR ROAD, �RiDGE, A,ND MUNICfPA� CONSTRUCTION q� �'? N N o0
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<br /> / Q 2 � � . °" ; ' ! i €r z, � �.'"i !�l �AN�/1f1� �EWf�R �c.�. ! lV�TES 3. APPROXiMATE LOCATIDNS OF' EXISTING UTILETlES HAVE BEEN OBTAINED FROM Z rn cs� 00 W z �
<br /> '� � � -���� � � � i; { � .;:, � AVAILABLE REGORDS AN[3 ARE SHOWN FOR CONVENIENCE. THE CONTRACT�R � � �c7 � � � �
<br /> SHALL BE RESPONSIB�E FOR VERIFICATION OF LOCATIONS AND TO AVOID Z
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<br /> J' --�~'` o � � ; cp{ �. .. .. a DAMAGE TC? ANY ADDITIONAL t1TIUTIES SHOWN. IF CON�LICTS WlTH EXISTING �
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<br /> ,,_r,�-��'"� '-' � �'i� � ' :. t UTILITIES ARISE DURiNG CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE N � � � � > �
<br /> � ,,��.,, r ���\l �` N � � ' � �� �.'� .� �; PUBLIC WORKS INSPECTOR ANt? ANY CHANGES REQUIRED SHALL BE oo w � � > � �
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<br /> I � � { APPROVED 8Y THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED � � v y U � �
<br /> I �t �� �; i� ' �^ i (1' `!1 i I �I 'n � � � r;_.�� � � � : ,_� j ' �� i, `:' . � CONSi'RUCTION ON THE PROJECT. � .
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<br /> i� i �' !E �� � � �� ii i; � ii �s � _ � �D � �� � , �� 4. ALL STORM SYSTEMS WITHiN THE PUBLIC REGHT-OF-WAY OR IN EASEMENTS , o
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<br /> �� �� �� �t � � � „ �� �, � � � � � �. �:� MUST BE STAKED BY SURVEY FOR LIIVE ANQ Gf2�4DE PRIOR TO STARTING � � �N�, �
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<br /> i� �a �� �� � � �+ ��i; � � ��, � ? �� ; . .� 5. ALL CATCH BASIN GRATES MUST BE STENCILEtJ OR STAMPED DUMP NO � y
<br /> �� s� ii �� �� ` � � f� ii E� ° �.M,~. ���� � �y, .. M oe 4�� ! i �' �. �. .s WASTE DRAINS TO STREAM LAKE RIYER PUGET S4UNL3 4R WETLAND." Q' � W
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<br /> �'� '�,s ��� � � j �� � , ��;, THE CQNTRACTOR SHALL 8E RESPONSIBLE FOR VERI�YING THE LOCATION, DlMENSION, AND DEATH �
<br /> StNGLE YELLOW L!N � Y � � � 4 �= i ; � OF ALL EXIS31NG UTILITIES WHEtHER SHOWN ON THESE PLANS t7R NOT BY POTHOLING TNE �
<br /> � °� ,,, �t E. _ :..� , UTILITIES AND SURVEYING THE HORIZONTAL AND VERTiCAL LOCATION PRIOR TO CONSTRUCTIQN.
<br /> 4 � � � � � z � �� � .,. � Q Know what s below. THIS SHALL INCLUDE CALLING UTILITY LQCATE � 811 AND THEN POTHOUNG ALL OF THE � � �, � o
<br /> � � �' E � � '� ' ���� �' � Call before you dig. EXISTlNG UTILfF1ES AT LOCATION5 OF NEW UTfI.iTY CR�SSINGS TQ PHYSICALLY VERIFY WHETHER � N � �. a
<br /> �� i � �:"���� fP�=��� � � � `� (� `\ Q � ;E ` ��' } OR NOT CON�I.ICTS EXIST. LOCATiONS OF SAID UTIUTIES AS SHOWN ON THESE PLANS ARE � N � Q° Q
<br /> � I i ii � � � � +� �i`�1 ���� � '" -'-�"..,- `' � ; i� '-: �: ; Dial 811 BASE� UPON THE UNVERIFIEQ PUBLIC INFQRMATION AND {�RE SUBJECT TO VARIATION. IF � {� ' �;'
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<br /> �� +� �i �� �� �; �� ! �� � �� �� _��ii �, � � � � �� �'`''-�..�` � � � � ��t i � ,�;.t / CONFLICTS SHOULD OCCUR, THE CONTRAGTOR SHALL CONSUI.T BARGHAUSEN CONSUI.TING ' � a-
<br /> �� �E �° '? �� �' " ' �+ ° ' �i � � ` � `# "` ' ' EIJGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR T4 PR4CEEDING WITH CONSTRUGTION. �,,,� °'
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