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` <br /> SE 1/4, SECTION 18, T01X/NSHIP 28 NORTH, RANGE 05 EAST, W.I�. .o <br /> rn. �qv �{� b�..� z�. �a75, r�SE�.. ...3 � . c � .isaia '�'�FWEIEIY <br /> GENERAL SPECIFICATIONS SURVEY tNFORMATiON / EXISTtNG UTlL1TtES AND SITE FFATURES BORIN6/PIPE JACKING NOTES �TY OF EVERETT STANDARD NOTES ' � �� W �� , � ' AY � �� ,�� <br /> ALL MATERIALS, WORK, AND CONSTRUCTION WORKMANSHIP SHOWN ON THESE PLANS SHALL CONFORM TQ THE 1. LEGAL DESCRIPTtON, VERIICAL DATUM, BASiS OF 6EARING, BENCHMARKS & MONU�tEN7 71ES ILLUSTRATED ON 1. PIPE JACKING SHALL GENERALLY COMPLY WITN THE STANDARD CONSTRUCTION GUIDfLINES FOR MlCRQTUNNELING A. NO CONNECTION TO THE EXISTING MAINS WILL BE �` $ ��' "" ft�� �� �'�'°` � <br /> APPROVED STANDARD PLANS AND SPECIFICATIONS OF THE LOCAL GQVERNiNG AUTNORlTY. EXCEPF WHERE ADOPTED �HESE PLANS HAVE BFEN PROVIDED BY OTNERS OR OBTAINED FROM DESiGN/AS-BllILT RECORDS. AS PUBLISHEQ BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE AND STANDARD INDlISTRY PRAC�ICES. ALLOWED EXCEPT BY MEANS OF AN APPROVED S I NO ' a m' E C s �__ � 'TN��' "�� �� �u � ° � <br /> LOCAL STANDAROS PROVIDE OTHERWISE, WORK AND CONSTRUCIION WORKMIANSHIP SHOWN QN 2. THE LOCATtONS OF EXISTING UTItITIES AND SITE FEATURES !l1US1RAiED ON THESE PLANS NAVE BEEN PROVIDED 2. ALL EXCAVATED MATERlAL SHALL BE DISPOSEO OF OFF SITE AT A PLACE FURNISHED BY THE CONTRACTOR ON A BACKFLOW PREVENTIOlV DEVICE PRfOR T4 SATISFACTORY �'� ' �'" �' � ��-�'" : ��"' '�"'" , --...�._.,_.�._�. <br /> ALL MATERlALS, , � � ,�� <br /> �� � �; o ' � `° ; � � o � � <br /> TNESE PLANS SHALL ALSO CQNFORM TO THE CURRENT EDfTIONS OF THE FOLLOWING SPEC(FICAT►ONS AND CODES, BY OTHERS BY FIELD SURVEY OR OBTAINED FROM DESIGN/AS-BUILT RECORDS AND SNOULD THEREFORE BE DAILY BASIS. THE EXAC7 DEPTH OF THE JACKING PIT SHALL BE COORDINATED WITH THE EN�INEER TO PROVIDE FLUSHING, TESTING, DJSINFECTION, AND RECEIPT OF "� _ , w �a�"`€�� � �:.,�EP, �s � , , 6�n� � <br /> AND ALL OTNER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: CONSIDERED APPROXlINATE ONLY AND NOT NECESSARlLY COMPLETE. ADEQUATE DEPTN, FOUNDATION AND DRAINAGE FOR TNE RUGURING MACHINE AN AGGREGATE FOUNDA710N 4 SAl1SFACTORY BACTERIOLOGICAL TEST RESULTS. �'`���" PR �JECT L4CATION � g��� ��� � g� �� �TM` <br /> -INTERNATIONAL BUil.DlNG CODE 3. CSP ENGINEERING ASSUMES NO RESPONSIBILlTY FOR THE COMPLETENESS OR ACCURACY OF INFORMATlON 1NCHES DEEP SHAL� BE FURNISHED AND COMPACTED IN THE BOTTOM OF THE JACKING P1T. B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WlLL N � �" � � � � ° ~ o�r� � � �? `� 1 � �` � n� <br /> -WSDOT/APWA STANDARD SPECIFiCAi�ONS FOR ROAO, BRIDGE AND MUNICIPAL CONSTRUC770N ILLUSTRATED QN THESE DRAWINGS WHICN HAS BEEN PROVlQEO 9Y OTHERS OR 08TAlNED FROM DESlGN/AS-BUItT 3. BOTN THE JACKING PIT AND THE RECEIVING P!T REQUlRE SHORiNG AND TRENCH PROTECTION. PRIOR TO BE MADE BY TNE CITY U11LlT1ES DEPARTMENT AT THE ��� � �Y �yy � ��g' �� � �� ��� ` � ' ^�� <br /> ��. � � �M.. 1 ' / . � ..� !PftIE � <br /> -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR TNE PUGET S0t1ND BAS1N RECORDS. BEGINNlN� THE EXCAVATIONS, THE CONTRACTOR SHAtl PROVIDE THE ENGINEER WITH iHE PROPOSED MANNER OF DEVELOPER'S EXP�NSE. THE CITY UTILITIES DEPARTMENT �°a»°�_ ��, � �� �" ;,�_�_�5 �_. _. ;�_._._w . ' .�.�:.. <br /> THE ABOVE REFERENCED DOCUMENTS SNALL BE CONSIDERED AS INCORPORATED lNTO THIS PLAN SET BY 4. !7 IS THE 50LE RESPONSlBILlTY OF THE C4NTRACTOR TO INDEPENDENTLY VERlFY THE ACCURACY OF ALL U�ILITY TRENCH SHORING AND PROTECTlON MEETfN6 CURRENT OSHA SAFETY REQUIREMENTS. SNAl1 BE GIVEN AT LEAST 5 BUSINESS OAYS NOTlCE <7 �, r �;-- - � _.�� �, �� : � �;�.� . g � <br /> REFERENCE. SELECTED STANt3ARD DETAILS AND NOTES FROM THE ABOVE REFERENCED DOCUMENTS ARE LOCATIONS ILLUSTRATED ON TNESE PLANS AN� TO FURINER DISCOVER RND PROTECT ANY OTHER UTILITIES NOT 4. WMERE SNOWN ON TNE PLANS OR WHEN DIRECTED BY THE ENGINEER IN THE FIELD, THE CONTRACTOR SHALL �"OR EACH CONNECTIDN. THE CITY UTILITIES DEPARTMENT � ""�'"�` '�rs Fa f � �` " ' � ' `�°�°� � � ' <br /> A R � �� �� P � <br /> ILLUSTRATED ON THESE PLANS TO F ACILl TA T E CONSTRUCTION 0� T HI S PROJECT HO W E V E R N O'f A L L O F T H E SHOWN HEREON WHICH MAY BE AFFECTED 6Y TNE lMPLEMENTATION OF TNlS PLAN. EXCAVATE EXPLORATION PITS TO EXPOSE EXlSTiNG UNDERGROUND UTIL.ITIES OR OTHER UNFORESEEN OBSTACLES TO SHALL THEREAFTER DETERMINE THE DATE AND TIME A7 ��� a � _ ,�� � � ` «' � i ' 0.5� k � �`"'� o "' <br /> INFORMATION REFERENCED ABOVE IS INCLUDED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINtNG COPIES OF TNE 5. THE COiVTRACTOR iS RESPONSI6LE FOR VERIFYiNG ALL COND(TIONS AND DIMENSIONS A7 TNE PR4JECT SITE, TNE PROPOSED CONSTRUCTfON. WNICH THE CONNEC174N SHALL BE �1ADE. e '� �T � � � a� <�, y '� i � �' � �~- �' w 'g '�, g � o <br /> 5 . � �.i �� � �� r0.f��� ... �x � � <br /> A B O V E R E F E R E N C E D D O C U M E N T S A N D C O M P L Y I N G W I T N T H E S P E C I F I C A T I O N� A N D S T A N D A R D D E T A l L S f D E N T I F 1 E D INCLUDING THE LOCATlON, DEPTH, S1ZE, TYPE, CONDITiON, AND CONFlGURATION OF EXISi�NG UTILlT�ES AT 5. PITS FOR BORING OR JACKING SHALL BE EXCAVATED NO MORE THAN FORTY-EIGHT (48) HOURS IN ADVANCE 0�' C. ALL WORK AND MATERIALS MUST CONFORM TO CITY � } ,�,„ ST � E���� 1 C � �, u <br /> iNEREIN. CONNECT10N OR CftOSSING POlNTS, BEfORE TRENCHING FOR NEW UTILITIES, CONSTRUCT)NG ANY S1TE FEATURES, OR BORING OR JACKING OPERATIONS, AND BACKFILLED WlTHlN FORTY-E1GHT (48) NOURS AFTER BORING OR JACKING OF EVERETT STANDARDS. ' � ��� ` <br /> . . s !r .. J � y� <br /> , .,.�. . ,_.. -:._._. _ ...: ._, ._.,,_ � � <br /> ORDERtNG ANY PRECAST�PREFABRICATED 1TEMS ASSOCIA�ED WITH THE IMPLEMENTA�lON OF THIS PROJECT. OPERATlONS ARE COMPLETED. WHIl.E PITS ARE OPEN THEY SHALL BE CLEARLY MARKED� AND PROTECTED BY D. A PRE-CONSTRUCTION MEETING SNA�L BE HELD WITH �`'� �� � ' � `� �' � �� �� ��� ����!��'�� � �� "������ ` � � �� � <br /> � f� � � � ' eaa � L.�. i �`�'� �^r. i ei ' �� � <br /> jCl � iai � � sv _��...w .� � � a �� RP i�zw�pa. �� ,vn > >o�� � <br /> PERMITS S. THE CONTRACTOR SHALL NOTtFY THE 04YNER'S REPRESENTATIVE AND.CSP ENGINEERtNG OF ANY DISCREPANCIES BARRICADES. SHORtNG 5NALL BE DESIGNED, ERECTED, SUPPORTED, BRACED, AND MAINTAINED SO TNAT IT WILL THE CITY PRIOR TO THE START OF CONS1RUCtl(}N. THE � $ �-��-- .� , ��m � �� , � ,��„�, �,:m,, ,��° ry�,FE $ � � <br /> 1. THE CONIRACTOR�DEVELOPER�OWNER SNALL BE SOLELY RESPONSIBLE FOR OB7AINING ALL NECESSARY LOCAL, FOUN� !N THE FtELD WHICH MAY AFFECT THE IMPLEMENTATION OF THIS PROJECT. SAFELY SUPPORT ALL VERIICAL AND LATERAL lOADS THAT MAY BE IMPOSED UPON IT DURING TNE BORING OR ClTY OF EVERETT EN6INEERlNG DEPARTMENT ����� �'�°TM �" " �` 'TM ��� �� , ��,`' "� � i � ��°TMn� � '� � ��°� � �:����< � W W W <br /> �� t_�,osn� w. i'�enr sr su ioeM sr sE � �K g � srK n���s� .. :`� � p_ g � � <br /> STATE, AND FEDERAL PERMITS NECESSARY FOR THE IMPLEMENTATION OF THE PROJECT ILLUSTRATED ON T'HESE 7. CONIRACTOR SHALL PROTECT ALL UTILITIES Dt1RlN6 CONSTRUCTION AND SHALL CONi'ACT THE UNOERGROIlND JACKING 4PERATION. CONSTRUCTION DIViSION MUST BE NO11FlEO AT LEAST 24 �m�r�� � „���n �, ,�n„ sr �� , -� �� � �� �r i �r� �� n� ,��� �o�„ �� ,�� ��'��� � e � � '� <br /> PLANS. UTItIT(ES LOCATION SERVICE (1-800-424-5555) AT LEAST TWO (2) BUSfNESS DAYS PRIOR TO CONSTRUCTION. 6. WET BORING OR JETTING SHALL NOT 8E PERMITTED UNDER ANY PUBUC WAY. HOURS PRIOR TO COMMENCEt�ENT 0�' CONSTRUCTiON. � � �' "�'" '°�� � � �� � �� � � � � �� �� ��� ����� � o 0 <br /> 1�a7NW� Sf `A1 � . xu st e � Y� �m� V V �' <br /> ....�-; �a R (!�'!� °� m�e 'r ms � ux�.5' a� ��! � �.'�`�. ia�H;'�� sF . � �� � � <br /> 7. BORINGS SHALL BE ACCOMPLISHED WITN AN AUGER AND FOLLOWING PIPE. THE DIAMETER OF THE AUGER SHALL E. THE DEVELOPER QR THE DEVELOPER'S AUTHORIZED ����� �' ` � >. ' , �`� �.� ,;,��;, � � � a_� � � �� W � � � <br /> AS-BUILT RECORDS SITE GRADING � EROSION CONTROL NOT EXCEED THE OUTSlDE DIAMETER OF THE FOLLOWING PIPE BY MORE THAN ONE fNCH. AGENT SNALL NOTIFY THE CITY UIiLlTIES DEPARTMENT OF � ��� ��"" � � � �� `"' °`"� "�� r �� �� �� _ '�' ����� �� g� � g�� °' " v � <br /> �a �� � � <br /> � s � , � .e� ��a��� �� 1 � �� ; �� � .� ������ a� <br /> � � � ;; ;�«,� � , � a � �,s � <br /> 1. A COPY OF THESE APPROVED PLANS MUST 8E ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 1. AS A MINIMUM REQUIREMENT, ALL DfSTURBED AREAS WITHfN RIGHT-OF-WAYS SHALL 8E RETURNED TO TME A PERSON WNO CAN BE CONTACTED REGARDING ,�5��«�5�; � ��'���� � � �� � �� �$;, �'� �� � <br /> 2. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY TNE ENGINEER OF RECORD AND THE LOCAL GOVERNfNG EQUIVALENT OF THEIR PRECONSTRUCTION C4NDITION IN ACCORDANCE WITH APPROPRIATE REQt11REMENTS AND TRAFFIC NOTES PROBLEMS DURtNG CONSTRUC�ION ON A 24 HOUR BASIS. � � � � - <br /> AUT�IORlTY. _ � ��, � � ��� ,��,�� ;�� ��,-� _.�..� �'' �'� �� � - �� �« �� �� ���� '�' c5 N cs � <br /> � �� � .� i „ �� r,� .�s � g _ `kT3�sr i��� sr § � M M f91 <br /> STANDARDS. 1. STOP BAR LOOPS SNALL BE REPLACED (RE SPLlCIN6 IS NOT ALLOWED) PER CITY OF EVERETT STANDARD F MAINTAIN A MINIMUM OF }0 FEET HORIZONtAL AND t8 = ,,�r„ ,�„ o�--_ ;,�TM,� �L;,� ,���� �� < $�� ff Q �, �Q �. <br /> " _ lrem sr a�P� L,�.-. � I �i i�� �C�� � � -- � N at e�' <br /> 3. Ti-IE CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM THESE PLANS ON A SET OF AS-BUILT" DRAWINGS AND 2. A!L DISNRBED SOIL AREAS SHALL 8E SEEDED OR S7AStLIZED BY OTHER ACCEPTABLE METNODS FOR THE DRAWlNGS 802, $02A, 806A, 806A, 806C AND C1TY OF EVERETT SPECIFlCATION SECTION 8 20. NEW LOOPS SHALL lNCHES VERTICAL SEPARATION BETWEEN POTABLE AND , ,, �,,; _� �,;,� ,��� -��-��g�n � � ���-�' �.-��� 1 �+��� �� � ��S� :���"� o 0 0 <br /> SHALL SU�IMARIZE ALL AS-BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE PREVENTION OF ON-SITE EROSlON �4�'TER THE COMPLEliON OF CONSTRUCTION. SEE EROSION CONIROL PLANS FOR BE INSTALLED WlTH1N 72 HOURS OF SEVERING. NON-PO7ABLE CONVEYANCE SYSTEMS. ��-�-- r=�- --�-� _-= �--- ---�. -r. .___. _ o <br /> ��p "Ap.�- �l �.ivRi tt 5� �sUt uM' ti� .,,�. n W . B�� . . �izerN Z <br /> APPROPRIATE PERMlTTING AGENCIES PRIOR TO PROJECT CQMPLEiION AND ACCEPTANCE. SPECIFiC GRADING AND EROSION CON7ROL REQUIREMENTS. 2. NOTIFY STEVE SAWYER AT 425-257-7296 A MINIMUM OF 72 NOURS PRIOR TO DISABLING LOOPS. G. ALl. CtTY OF EVERETT VALVES SNALL BE OPERATED � �TM �� � � G <br /> 3. THE CONiRACTOR SHALL KEEP OFF-SITE STREEI'S CLEAN AT ALL 11MES 8Y SWEEPING. WASHING OF STREETS 3. TRAFFIC CONTROL PLANS FOR LOOP REPLACEMENT SHALt BE SUBMlTTED AND APPROVE� BY THE CITY PRIOR TO BY CITY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL � <br /> WIl.L NOT BE ALLOWED WITHOi1T PRIOR RPPROVAL. COMMENCEMENT OF WQRK. LOQPS SHALL BE INSTALLED BETWEEN THE HOURS OF 6:OOAM AND 11:30AM WEEKDAYS, VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT v�CiNITY MAt' � o ^ N � <br /> 4. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL lNSTALL, MAINTAIN, AND REMOVE SHORING AND BRACING ANY T1Mf ON WEEKENDS, AND ANY DAY AFTER 7:OOPM. TOTAL ROADWAY CLQSURE WILL NOT BE ALLOVYED. A!L TlMES. � <br /> AS NECESSARY TO PROTECT WORKERS, EXiSTING BUILDINGS, STREETS, WALKWAYS, UTILITIES, OTHER EXfSTING AND 4. PAVEMENT MARKINGS THAT AR� pESTROYED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS. NTS <br /> PROPOSED IMPROVEMfNTS AND EXCAVAl10NS AGAINST l.OSS OF GROUND OR CAVING EMBANKMENTS. MANUFACTURER'S PAVEMENT CURING RECOMMENDATIONS SHALL BE ADNERED T0. TEMPORARY PAVEMENT MARKINGS <br /> WILL BE REQUIRED. RARY PERMANENT '��4�Y <br /> 5. CALL COREY NERT AT 425-257-8887 FOR QUESTIONS REGARDING SPECIFICAT�ONS OR TEMPO / APPLICANT � <br /> TRAFFIC CONTROL REQU(REMENTS. <br /> EX GRADE ANTHEM SELF STORAGE <br /> 81i5 BROADWAY SUITE 204 <br /> � � � ' FUTURE FfNISH GRADE EVERETT, WA 98203 <br /> 40.00 UTILITY EASEMENT 60.00 RQW 50.00 ROW PROJECT S1TE VERTICAL DATUM ���S�j $��11�� <br /> t�NAL'� <br /> � EX UTILITIES - POTHOLE AND � � <br /> I VERIFY LOCATfON AND DEPTH PRIOR � _ ELEV 528.Ot //�/ NAVD 88 -3.6' TO NGVD 29 <br /> ELEV 527.Of <br /> � ��������'�� ` `� BENCHMARK Q ����� <br /> � I TO IMPtEMENTATION OF PROJEC7 ,k��� ��i��i,��i,�\i��i��i��i���i��i�� <br /> L ELEV 523.Ot � i i i i�i�i�i�i��i��i��i�\i��i��i��i��i��i��i��i/��i/��i/��i/��/��%��i/� ELEV 523.5f �� ,,/�•/:�/�������•�� <br /> '�' i � �\� \ \ \ \ \ \ � I \ ��' \ \ \ \ \ \ \ \ \�\�\�\�\�\ \�\�/��/\�/\�/��i���/�\���\���\������:���:���:�\!/�\!/�\!/�\!/�\!/��%/�!/���i��/,�!/.�//•�//�/i/��, � �. ORlGINAL 8M: SNOHOMISH COUNTY POINT ID 1911, POfNT NAME IS3136, 2" <br /> ' \\��/���/���%�//.�����/i�'�\��\���j������j - �' �/�j�\����\���\���\���\������ \������������������������������������/��������������//���/�`//�//�//�//\J/i /�//�/i��/��/�/� � _ <br /> \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \ \\ \,� �� IRON PIPE W/ BRASS DISK W�ACK. DOWN 1.10' !N CASE. <br /> � //\ // �__ \���\i�i�r�r�i�i�r�i��, , /� � ELEV. - 442.62' � <br /> �� �� f m �WATER CARRIER PIPE SHALL BE US PIPE TYTON ��i �� JACKING Pi7 , <br /> ( RECEIVING PIT ��� �� UGP.-. � I .yi� �� _ 'L�` <br /> , �: � 1 S70RM BRAND W/FIELD LOK 350 GASKETS �� �� (CONFIGURATION & TgM A: FND. RAIi.ROAD SPIKE IN ROADSlDE POWER POLE *r <br /> (CON�IGURATION & \�� �i - 3.0' MIN CLR �/i i< SHORING PER CONTRACTOR) W/TRANSFORMER AND LIGHT W/UNDERGROUND. t18 FEEt � � o <br /> SHORING PER CONTRACTOR) y� � , , �� \ • <br /> �� �! (NSTALL CASING SPACERS EVERY 6-8 ON CARRlER PIPE ��� �� SOUTHWEST OF CORNER OF PROPERTY ON THE EAS7 SIDE OF � M M <br /> ELEV 513.00t /� <br /> �� ELEV 5i3.Ot SR 99) S. BROADWAY. C .fl <br /> SEE NOTE - \�� - � - - - - - � r - - � - - i� SEE NOTE) LEV. = 528.94' � `0 M n <br /> �/� %` CAStNG SPACERS SHALL BE ADVANCED PRODUCTS j/� �� TBM - B: "+" PUNCH ON THE SOUTHVI�STERLY CORNER QF LlGNT POLE � '� ^ � E E <br /> �i,�����,��,��,��,��,��,��,�����i AOJUST CASING PIPE El.EVATlON �i����,�,�,� �,�,�����i�i�r�r�r�r�i��i� t35 NORTH OF NORTHWEST CORNER OF PROPERTY. � � � p $ � <br /> �����������������r����, AS REQ �0 MAINTAIN � AND SYSTEMS (AP&S) STAINLESS STEEL BAND ����������������i�� ,�������������������������������r����� � <br /> 116t LF 16 DIA STEEL CASING CASING SPACERS MODEL SSIB OR APPROVED EQUAL. AP&S MODEL AC PULL-ON END SEAL TYP ELEV. = 527.21 !Q � ^ N � � <br /> CLEARANCE FROM EX UTlLITIES � � ) a� <br /> 1 c��'r''O� [ASTM A53 GRADE B � THlCK SCNEDULE 20] � � � � y � � 'c c <br /> J <br /> TYP BOTH ENDS QF CASING � ti ` �` <br /> SCALE 1"= 10' �<o� � � � ,' � u� '� � � a <br /> s'�, ALL BUSINESSES IMPACIED BY iHIS PROJECT „�a�o/ / / , ALL DISTlJRBED LANDSCAPE \sa Q � � �,, a Q, <br /> �; s � -� AREAS SHALL BE RESTORED _ � u� � u <br /> REPAfR CURB SIDEWALK PAVEMENT �o SNALL BE GIVEN A MINIMt1M 2 WEEKS � � s Ot � (a� <br /> �'�, TO CITY STANDARDS V�iERE `� NQTICE OF ALL PROPOSED/ANTIClPATED `� `��s��F �/ Ati � TO THEIR ORIGINAL CONDITION �,�'�, �,. �" � �C Z ti � .� � Y <br /> � ��,�,p��: REMOVAL OR DAMAGE OCCURS DUE IMPACTS AND DISRUPTlONS �'o��, ��.-� 9�p 9�,0 �2'� p �F AF `� � M � �' � <br /> � � �'= �G � TO WATER MAlN INSTALLATION �� �c �y �' �� � �' �' �_�`-as ER �0 �" � � � p � <br /> Q; C' F �li S �' c �' „ <br /> o, ` � �- �A���ss9�'o�'° I �'o ,o�'o F��' S �,y �, F ,� 8rx 8 x 8 MJ x MJ x MJ TEE af �--- sa „� <br /> �A�, �'� AFo o RECE1ViNG PIT/ i ° EX 8 DI ��'��s n � � A� „^.- --'" � C ^ ra <br /> T � �; F �, F SAWCUT CURB/SfDEWALK/PAVEMENT F �. ti�, � �. S (CONFIGURATlON & SHOR�l�G � 02 ��s� 8 CUT-IN SLEEVE .,� � �? <br /> � . �liJ��.\\r' �i y P i �o �9� Oi 'Ai� C' � �. C'� ".� Qs � � � <br /> AS REQ FOR WATER MAIN INSTALLATION s � 2 -� PER CON CTOR <br /> ) 1 � � � � � A �- c� _._-- <br /> �o �9�A ��J `So �`' �.._ v�C� �`�` ' C �A/��',�''�S- Ci`� 2' � �2�� �`S6' \ �S`�J,.�'��°c�` -_ -���a-F`-� W -' W .� <br /> v,l . o �p � � --_._ �r o � � c� � 52 C� p l S �p <br /> ,,� o F� .� ,..._ s �-,� y � o i i � �.o •� o » F� __,_ .`- 9�, -� .� � <br /> ___�oE Ag � � � ss�� so� --._ � o-p �`�� F ti �.oG �-�2 s�; n „ � �y �s s�,s;8 GV MJ x MJ � o y �� <br /> ss REMOVE TREES & REPLACE L n� c� � ti � 8 x S x 8 MJ x MJ x MJ TEE i. 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