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CONSTRUCTION NOTES AND DETAILS
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<br /> GENERAL NOTES: � � $?° �°,A SEAWAY CENTER }-�- 1�b� ,r�M T��eK wEB� -� � FLACES
<br /> i. Mar�rta.E5 To 8E Cor�StRUGrEo iw ,
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<br /> MINtb1UM 'YiELU STREN(iTti OF 60,000 PSI �f� Rlg� - - e tt�� •
<br /> ANU 9E PCACEO iN T)4E UPP£R HALF O� Ta� �� �3�� �� 6 f�'I.ACES �� 1 t'ti�, � `'� ���� (� �
<br /> '--'""`��„S�— �� ;i•.- '��,� rl�•,� ,,.,;.�,,�t�„r��f�% ,���,�y�'��s�.�� BAS€ V1iITH 1" A�INlMi2M CLEARANCE. 1 5� �,t !� �,�
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<br /> �vA�HE� �UGI� � u+o r,i�ae�R o� �er��nnoras� p�a�s� TREAD EXTENSIQN �M 7�y�
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<br /> `����� � � � ���v�a nt�o wa�rrr�R �r��►aE t�aN�tot.� a��". s<' U#3 �" —,' F �: FROM Wi4LL -�-�'�`.
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<br /> i us�Pu�€t � � ''� S N ��� �¢ •�'�� � LO�ATION {7F CAM lO�KS
<br /> GLANDS '�-"'""�� s
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<br /> �'I �. � � � 7 Fi7�t N£4GNT5 DVER $5` A6ANHflLE BASE S'3RB 8� —b" 641t�6 ' . � '�.� _41^---- --,�Q•y ��i-``CaN LOCKING TYPE COVERS
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<br /> , ,o,k � . " � P�E�+4�'"1 RIS� SECilfflidS
<br /> �� } � 8, CONGREf'E CHAA3!!EL AFta SHECF SHAU_ BE �• '� '� �'• I
<br /> -�' F6Et.dJ-fORdAAEC� E%CEF'f WHERE. APPRt71+Ep IN STEPS PE#i � /�yf
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<br /> � � * c4F� ��� ".�'��� — STEEL BAR � 1 1,/8" I � �3>, ..
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<br /> • BLO�� SIDE ELEVAT9�N �� �'�� � ��k ��
<br /> SEGTION A-A � � � �����—
<br /> _FEEta-�t�€taa£� ` I ,"3�arra�;��-,r�+��+", �
<br /> �Q��� �L:�n� G$tANNEL RNU St�lEtf ��CQ �i,tl� `'-- ��.. �".-" mP
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<br /> ��l_ HYDR0.N7S ANC3 ALL �1A7EREALS SttALL �9NFE}RAi TQ AW1Y.R �TANDARd5 ANt] SFiALL EE OF 'ST�ANC�ARD MANUFACTURE G�AvE1 €�4CKfsLL Ftri�-� �~� '� '� y�' ��) aTREiwfClRGit� ST�EL �7YP,) "E_ 7 _,�n
<br /> (MUELL£R SUPER CEN7LPRtLN ��Sn, w�FEROUS� PACER �JwE��7, 4f� C11Y Af'�'Rfl��l7 EQUAL�. ��� ��"� $����� �� MG€2T�'i i / 1 • ,' l. STEPS SHALL 8E STEEL REINFORCED COPOLYMER PQL'YPROPYLENE PL4STIC CONFORMIN� T0: ' � �f� �� �]�" �
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<br /> `'y � r- ��" R14�G �tILET�',� a ` j . . '' ,--%f�AYEf. B�4CKFiL6. F4R RiPE I � J, , `J �+��i �"
<br /> B. �-1 f�" 40.LVE F,lIMI[ut1.IM_ , -„ % w,+�?ER 5�v� • , °=" % Zc�ta£ 6�NC. G47MP+�T 95�. A. ASTM D 47$ AND AASHTO M-189, MINIMUM Hf}RlZONTAL PULLOUT RATING SHALL BE 150U LBS. i s_ � e'i i �,�,��
<br /> 1�" ' . . . . I . , .. . , a f OF Sl"L} RE�dSIT!". i �--------r'��
<br /> G. 1�1/4" OPER�n7ir�� �UT Ar�[� �a,P NUT �t�R 2.-�j2° PaRTS. • • • ls '� ! .,_ °' ..�� B. ASTM A 615 GRADE 60 {pEFORMED RElNFORCING STEEL 8AR). � 1 t f2" IN 1`NREE SEGMENT� 5
<br /> 6� WHEN LOCKI�JG CAMS ARE USED�.�- r
<br /> 0. NATIONAL SFAtJDARQ 'fHREA� ON 2-t/2" PORTS. �' � €" ��� ' � 2. ONIY STEFS APPRQVED BY THE ENGINEER SHALL B� USED. ' LCk.��TION OF CAM IOCKS
<br /> o SEPARAT� �ASE i.5� Mt,� ON Lf�CKING TYPE �s�i1ERS
<br /> E. �' S1'�1R2 FIT€IkG +AfI?1�i NATi�t�AL STANt'�AFcD THREAd {7� THE 4-t/�" PORT. :����,,��q�F ���� 1�'J7Ed:,RAL BASE
<br /> PRECAST �,AEi ��.� p���� PREGAS7 '�1'�TN 3. All FABRICATION DIMENSIONS INDIGATED ARE MINIMUM.
<br /> F, IF HYi}RAk�[T R�iES THR4UCH C�N�RETE, U5E E�tPA�I�iQN STRIP AROUt�Q Fi�'pRANT BARREL, PE�' STD RIAN 5Q9, iN RlSER
<br /> ADDITION, w51°�T�ON t�fi THE �tYDi�s�' ON i�Riv�eT� PRQ��RTY St�AL� EC3l��+� �f2 �xCE�U TWE �TAt�T}A�#}5 Ft3� �F. THE MINlMUM TOT,AL CROSS-SECTION�4L AREA OF TH£ EXPOSED PORTION OF THE STEP, INCLLiD1NG THE
<br /> . INSTALLATiON OF PUBLIC FIRE HYDRANTS w �t�E crT�r o� EVER��r. 1 f2-INCH DEFORMED RE#NFORCING STEEL BAR, AND E7CCLUDING 'CHE NON-SLIP TREAD SUR�:itCE. I SECTION A-�A
<br /> SHALL BE ONE SQUARE INCH NOTES:
<br /> Cr, F'R(JV1U� FOR 11EHICU4AR �RAF�iG P�'iC1T�CT1f3Pd Wi�4EAC NE��`�'aSARY RER S7t�. F�iAN 51C}. NOi�: 9LkOCbcO�lTS St+A'� NA4�E � WALL 7HICItNESS CEF 3" M16NIA�l��1 IO 2.5" t,dAXIMlF�,4_ 1, MANHOLE FRAMES SHALd. BE 6i3AY IRON CONF�}RMIN� T(} THE RE�IJIh'EMENTS OF AASHTfl M 1t�5, GRADE
<br /> 5. THE ENTIRE POLYPROPYLENE PLASTIG MATERIAL SURROUNDING THE REiNFORCING STEEL BAR SHALL 8E 3pg_
<br /> H. STE,aM�i� P�IFZT Tf3 8E �AC�r�G 5'CR��T C�i2 RC3aDwA� �`{�R FiRE Er��wE �CC�S�. �J�Q�,,,,� �f��ENSIC�NS TAHLE CAS7 MONOLtfHICALLY. MINiMUM �OVER SHALL BE 3116-INGH.
<br /> t. BREAK;-OFF FLANGE i0 �E 2"-�" AB9YE GRt�UNO IEtFEt_ �. MANIiOLE Ct�VER TO 9E DUGT[LE IRON GON�'C3RMING TO ASTM A536, �R $0-55-i�6
<br /> ������� BASE F�EtNFORCiN� STE�� 6. THE FOLLOWING DIMENSIONS SHALL APPLY UNLE�S OTHERWISE NOTED ON THE DRAWINGS OR
<br /> �A.il BAs� �t��� �SI�TA�^II�� �N�� � �� ���`���I�� SiANDARD P1�44NS FOR SPECIFIC STRCJCTURES: D=C" tt/4", E=3 1/4" tt/4" 3. LOCKIN� C�tVER TO BE USED AT OFF-STRfET LOCATIONS AND OTHER IOCATIONS AS [34RECTEC3. THE
<br /> J. INSTALL COt�tCRETE PAQ AR()UAtD #iYDRAhiT EN UNRAVED, S�D ANL} PSPFEALT AREAS €�ER STD. PLAN SC}�. DIAM. TH[CKNESS THICKMkE�S kNOCMOUT gE1WEEN COVER SNALL $E LO�1tER DOrtorN WIT}i 3-5 �"' S.S �OCI��f h4EA0 GP,P SCi��W�.
<br /> $��� �M���T� SEPARATE 9A5E iN�EGRA� BASE 7. STEP RUNGS SHALL 8E SPACED AT A MAXIMUM C}� t'4-INCHES. � �
<br /> K. HYDF.ANT CONNECTtC}t� PIPE TO BE DUC7fLE IRt?iJ CI�tSS 52, AtdY INTERA.�ED�A7E JOINTS T+� BE R� wfTH REiAiNER GL;AN(}�, I 4. F"RAME AN€� COVER SHAiJL BE TESTED FOR A�GURAGY OF F1T ANQ SHAL�. gE MARitED IN SET� FOR
<br /> t�R FII�LC� COCI4 GASKE�S. a8" �t" 6" 3fi" 8" o•2s a•�5 & STEPS SHALL BE INST,ALLED IEV ACCORDANCE WITH THE APPROVED MANUFACTURERS RECOMMENDED DEL�VERY.
<br /> 54" 4.5" 8" 42" Ei" 0,19 O,t9 PRClCEDURE.
<br /> L FIRE t-IYDRANTS SiiALL �#E PAIh�TED 1N1TN 1'�V(y COA7S OF HEGH GLO�S GaTERPEL�AR xEI�LOw. l.Ux�r�E �6jOQ-�16 O� so" 5" 8" ��" 8" a:2s a.2� 5. SHALL BE USED t�NLY vYH�R� DIR�CT�D BY THE CITY C9R aFPR�VECt #N AC�VANCE.
<br /> "RUST-OLEUM" �'744$ OR APPRQVEd EQUAL. TH� P�RT Ct�PS WiLL E�E PtvfVTE� 8l��K. 9. STEPS IN THE CONE AND RISER SECTIONS WILL HA�VE B" EXTENStON FROM WALI.. STEPS INS"EALLED
<br /> M PR4vif3� FOR A MINIMUM OF 3' �t_EAR 2ONE AR4UND HYDRA�vT. ��Dt}T STD Pi1�.N B-15,2i3, MANHOLE TYPE t ��VE GONE OR TOP SLAB SHAI.L HE A MAX OF 3' EXTENSION FROM WALL AND USED AS HANDNC?�.D.
<br /> � A��GEP7ABL� St1B�Tl7t�1"E A1,.S0 SEE S05A, 6058 OR 605C.
<br /> .::;=�CITY OF EVERETT �—��—��� �' CITY OF EVERETT 8-10-2011 �"�'` CITY OF EVERETT 8/10/20111 ���y OF EVERETT MANMOLE FRAME & CO�+ER $I�0/2011
<br /> �at�� TYPE 1 MANHOLE oote: ALTERNATE PO�YPROPYLENE Dot�e: Date:
<br /> ���` PUBLIC WORKS F I R� H Y D R A N T A�S E M B L Y �;u� �, P U B L t C W O R I�S �,g", 54'� AND 6�� 605A �,��,� �, P U B L I C R W O R K S P1ASTIC STEP 606A �� � � P U B L I C W O R K S "�`;qNDARD„ 6 Q 7 B
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<br /> � � � �� f '�.,r�'� � �� ��"� M�� R�CK WALL SECTION ROCK WAl..L ELEVATION
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<br /> �`%,-�/ �':�� __�tPE Zt�3aE SEE _.� .� :� ,i � ; ,. �,,� , LOWER LIM�fi OF
<br /> ` �1` !i` ��� ��� '�1� OP�'It7NAL --��� � ��'F�-' �� ,.'' ,' f,' ;>' '�r'��',� � �'IPE �'ONE 1, MA�SIMIJM IhtCL1NATI0N �1F THE SLOPES A�OVE 11. THE DENSITY OF �C�`t{ MA�`�RIAL �HAt,L f3I-_` A
<br /> AND BEHWD RQG#( WALL SNALI BE �:1 MINEMUM 0� 155 PCF THE SIZE G�TEGORIES
<br /> i , PkPE BEDDING. -�- �, ,� , ',� '' ' ,
<br /> ; U' ' ��;" �''" �HORI�ONTAL:VERTICAL) FOR ROCi� SHALL 8E AS FOLLOWS:
<br /> � ' , :%j f` �aEE NOT� BEL(JW ` �� � � �� .',�'•'� . 8� MtN CRilSHfO 5�tRF�CIMG
<br /> '� �� �;�,>°�,� �'�`�' '�� �XISTING ASPF4,At.T -�� �N 2. MINIMUM THt�KN£SS OF ROGIC �'[L7ER LAYER �R�'ROXtMAT£ APPROXIh+tATE
<br /> � X, � i
<br /> ,kY; > ?� � ,�' ,� ,�`� y �:. � ; tOP �:t}UUf�E SIZE WEIGHT - LBS. OIAMETER-INCHES i
<br /> � f ��> '� �' X ,• ' CQEJGRETE � p�i2 ENCNfS. MiP8iME4JM EM�El�MEl�7 D=12 �
<br /> �M�,,,`,,n„ ��,,�� t�. �,�' . �' � � 1 tv�AM 50 -200 12 - 18
<br /> x ��- �'VER �XCAVA3� AiVt� PLACE �€ �� �� �T� IN�HES. �
<br /> ,�, •,.s�,xr� :R��,' , 2 lv1AN 200 -700 18 - �8 ..
<br /> � � Ft?UNC�ATION MATEF�IAI CE.�,SS A, B 3. MAXPAtlft�t Ftt��K UV�1Ll. HEfGHT H=8 FE�T_ ROCF�
<br /> ' �''�} Qi� A� A�'Pf2�3YEfl BY TNf EN�INEER jNALLS GREATER THAN � �EEF If� 3iEl�HT StiALL 3 t�IAN 70t� -- 200� 2� - 3es v
<br /> VJHEN �F"E�1FEE�. �E bESf�NE� BY A CB'VIL EN�INEER UCENSED IN 4 �,+1AN 20d0 - �000 ,36 - 48 x
<br /> W (:�EE P�iC�TE f j LIMITS OF TRENCH: TNE STATE ?�F Wt��HIN�TOf�. 5 MAN A�l�l� •°- 6Q(�0 4� -- 54
<br /> Q NOTES E X I S T I N G A S P H A L T C O N C R E�`E O V E R P R E P A R E D G R A D E � �A� ��o� - gc��� �� - �a Y
<br /> W = MAX�MUM WIDTH t�F TRENGH. F�?R PiPES 15" OR 1.ESS IN [31AMETER UV - �#0". FOR PIPES 1�" Oft A. ROCK SHALL BE PLACED 70 GRADl1AI.LY
<br /> GREATER W = 1 1/2 x I.D. + 18". PIPE MUST 8£ CENTER�a IN TREN�H. CE�{�� �p��p� (g' p���� DECREASE IN �IZE W6TH i�lCR'F�aSING 'NAL,I, LE�EN� �
<br /> HEIG�ET.
<br /> 1. 'N = l,AAXiP.1�3M Wkt3TH {}� TREi�tCH. FpR P1PES 15" 7� SEE ��Tl' OF EVERETT 5TA►�CPARD DWG '�16 FOR R�PI.A�Ai�A{1° F�ATCN I£� � 1"
<br /> FiNAL Jf�INT �i6J5T --�-;
<br /> �E�" LESS IN UTA W=4{7", �OR PIPES 1$•� �#R PAVEM�iVT PAT{�H DETAII:�. �. TNCCKER t}i4Pl PREVi{3l1SLY E#ISTEa �. h11N1€�dt�M W9C)TH C�F KEYWAY �XCAVF§TIDl�t �1, ,�<t q 4�•, L?RAIf�1P,GE 6rtA�"ERlALS Tb CONSIST C1�
<br /> BEDDING AND FOUNDATION MATERIALS: 8E SA+N-CUT SHALL BE Et'�UAL Ti7 THE TI-EiCKiVESS 4� 7HE ad,���� �LEAN 4"-2" ,4NGULAR SPALLS.
<br /> GREATER VY-1,5 x l.R. + 18"`. FIPE MUST f3E BASE ROCK PLUS 8 {ROCkC FILTER)
<br /> 8. VEt"�T3�AL TRENCH WALLS WITH SH4RIN� TO PIPE BE�JQING MATERWL SHALL BE CI�USH£G SURFACIN� BASE C(}tlRSE GONFORMING TO SECTI�JN
<br /> CENT'ERED Ih� TREN�H. 9-03.9(� OF THE S7ANDARO �PE�f�tGATIt��1S FE}R RC�A1�. B�IDC;E �ND �UNiGiP6�E. GqNSTf�U�TfON _ , ��*.4�iii�d� ��? At;GREuA7E �' °
<br /> CON�ORM Td O.S.H:A, REGULATItJNS� � „ $. TNE LONG C3EMENSION G�F TH� RaCIfS SHALL �"
<br /> wSDOT APWA. . � � EX7ENL� BACK TOwARDS THE CiJT OR �`ILL fACE ��.Gj3 �t4;�; c�� w� - �.T�r
<br /> 2. ALiERNA7� �LUPfN� Tf�ENGH WA�.L TO M�ET I ' �
<br /> 4.S.H,A, �?E�UiREM£NTS (NO SLO�'�S STEEPE�' THAN �' AR�A�ADE OR G�OUNQ SlfR�fiCE IN N�N-PA�dED ��.�� � '`q ' < a � , Tt� PR�3'�IDE MAkIMUM ST;461Li'�`, - -- �FEt_I�IC �,
<br /> 1:1 EX�EPT �t7R ROCK). OPTlQNAL PiPE BEDDING �TQ S�'�BNG-�IINE) ��F2 P1PE 15" DtA AAtD LAR�',EF2: PEA �RAYEL OR 3j�" �;�p{�� �,��ry� / a . E =r`. , t� . p�i�CJl�c� ; �
<br /> i4. EXCA�lA�E�} NATI�IE MATER{AL OR STOCKPILER CLEAl�tt ROCK CHIPS AS APPROVED IN ADVAt*kCE BY Et�GiNEER, t�" ,�'�/;�✓��° r �. WMEN�VER POSSI�LE EACH RO�K aHAL�. BE� �1�
<br /> �" MII� CRU�H�D SURFAC'iPiG
<br /> 3; �U6TABLE N+4T1VE MA.TERi�,I OR Itv�P4RTED �RA�'EL CO�t�iCRETE PAvEu1Et�T �': , `,;-i r/j' �F ATT TO-�F1AT�CONTACT�� sELOW IT, WITH GO�D a ,.�. � I;: � �F�'.I';�T��. �RTY
<br /> �ACK�'iLL �AA�ERkAL. MIN Tpp �Qt}�� -✓n,�
<br /> ��}RRC�W AS D�RE�TED. �OMPACT TO 9fl� �hA�tt�UM OVER E�f�A�ATIf?N AND PlAGEbtENT f�F FQU(�Dl�TI��1 MATERkAL, EF �iE�tU�RED SH��.L BE F�3tJf�Q:A�ION , � �E3:� ���}p
<br /> MATERIAL CLASS A OR B CONFORMING T� SECYEON 9-03.17 OF �t�lE STANDARD SPEClFiGATtC7N5 FQR ��I� en ���rs �hoUe�� a
<br /> DENSI'f�. 11, ��?R AE.L TREPJGNtNG T�ANSVERSE TO 7HE � 8, wHERE VOI�S OF �REATER THA€� 6 it�C�ES W �t hasbe edbY arebas \d
<br /> ROAD, BRI�?�E AND MU�tlCIPAL, GONSTRU�TIQN WSQOT/APWA, �EE STD �'lAN 610 DiMENSIOfvS EXkST IN 7HE ROCK F�CE fi,NR � •��g rov�d `�¢, g�Shou ao
<br /> ROAQWAY BACkCFIL�. ABOVE THE Pff�f Zt�NE SHALL �� �(c`-,-- Q ?`N __
<br /> 4. �QUN�ATIOtV �RAYEL I� REQU[REQ E�Y TI�E E�GI�tEER $E ��r�yTRQI.�EL} €�ENS1TY F(l�. SEE SE�TIC3t� ThiERE IS RVO ROCK CONTACT WITHtN THE ROCK � ,��a;d� ���a�L�'.:6�tl5��_'C r�t�c�t@��.,C�E� �
<br /> TO REPLACE UN'SUITAB�E MATERIAL, �HALL BE 3-�.� ,� �-�p,� pF T�fESE STANDfaRQS. WALL 7NtCK�1�SS, "fHE �+OIt7 SHALL BE CHlI�KEi� .�h;�R� �,� ih�4A�1�-a��V��Y�Ft�iOf� ��•fA.esf?i '. �
<br /> FOUNDATION MATERI,AL CLASS A, e oR as PROCEDURE FOR COMPACTIONt EXISTING CEMENT CONCRETE OVER PREPARED GRADE wiTH SMALL P��c�s o� Ro�x. :..�,,-� � t.,��occr c��,a +� , cc � �-j �
<br /> APPRQVED BY THE ENGINEER. 12. �CIR 1�TIUTY CUTS SUCH AS �GAS, TELEF�HONE. 9. R�CKERIES �SrHpC[� ARE MORE TMAN 30 tNC�IES ��e as�-�,` ��+b���{1�r '�'� ��J� ` � �a,te o
<br /> T PRO�tiDE UNIFpRM SUPPORT UNDER FIPE BARREL. ��S, tr a ^ �4 , �r . � .�� , �TH c�
<br /> P�W�R, AN� CA�LE gV tO��ITLIDINAL 70 T�E ABGuE GRAD� �R F1�00R �£�.OW SNA6.�. 8E thebe s t Ce _X������ i �' ; � ,. ,ET vu��t���r ect �
<br /> 5, FOR RL7DITEONAL CbMPAC7lQN INFORMATION SEE ROADWAY, BACKFILL S�tAl.L BE CONTROLt�ED PROTECTED BY Gat1ARDRAIL SUCH AS A a c
<br /> COMPACT BEDQlNG MAT�RIAL TO gq� Mh3�IMUM AEN5ITY EXC��TT Dt�2EC7L5� OVER PIF�'E, F3AND 7A�AP t. ALL TREN�HES Ih4 R�7A�7WA`�` aREAS SHALL �E BA�KFILL�D ANC3 �'ATCHED WI7t-1 TEMP{3RARY ASPHAI.T Ai THE �RNAM��d7AL OR REDESTRIAN RAIL TYPE TO 8E �je m L=-'W F � ' Gp+.,E �''•_-{� T�r �`t��1sp cv
<br /> �TA�IDARD DWG �15. DENSi3Y FI�L. SEE SECTION .a-9.5 OF THESE p�y�y, F ��,�a�,;,-, � ��
<br /> STANDA�DS E�C7 OF EACH WORK pAY. U�1lES� PERMISSION fS GRANTED TO D� OTHERLYI�E BY THE �3TY ENGWEER. DE�fERMINEC} BY THE Cl,f'Y ENGINEER. SEE DWGS ,-�: +} �pe�m
<br /> 325 �°c 32& �' '�� �ti� _������ � �=_ _ A�V�.Y ��;
<br /> 6, i� DIREGTEC} BY TME ENGWEER THE TC7P TNREE TO � �
<br /> F'B�fE FEET 4� BAGhFiLL SNA��, BE IMPORTED HAN� TAMP UN[7ER PIPE HAU�l��HES f't7R ALL BEC�DING taATERIA�S. 2. ALi. TEMPORARY PAT�NES ON 7RENCH�S SW.ALL 8E PERMANENTLY PATGHEC} �'ITHIN 2 �'�EEKS �F C0�[PI.ETlQN 2d 6 R'-'#� '"��W°EF��', �
<br /> 3Ci. �R [�ESiGN i.00RTION AN[� UNDER�ROLtND UTiLITY S�� �� �
<br /> �RAVEL BO�:ROW �R SUITABLE NA�'IVE MATERIAL 0� WORK WITHIN ROAD'tiA`� AREA. L1MtTA3lONS REFEER TO STD DNf�G 3248. � ' ' - �'`�� �' , `~.
<br /> �OMPA�TED TO 35%S 0.tA?�IMUM �ENStTY. FOR ADLa17i0NAL C{}MPP�C�IC7N IN�QRMATIORV SEE �TANC�ARD �}WG 6t�. i e����•` �F �, o
<br /> 3. CE�tEtUT GONCRETE �OR PATGHIN� SHALL BE GOMMERClAL MtIX AS �ALLED OUT IN WSDOT STD SPEC�. � `��sV3i.
<br /> � 8/10/2011 "%'� CITY OF EVERETT $—��-2d�� �'" CITY OF EVERETT 7--2�2��3 =� CITY OF EVERETT OCi�ERY �—���`2�$ -�
<br /> CITY OF EVERETT Date: �EDDING F`OR PI�'� !N Qa��; PAVEMENT PATCk�ING Dote� Dote:
<br /> PUBLIC WORKS Tl'PICAL TRENCH SECTION puB��C woRKs PUB��C woRKs PUBLIC WORKS �(DES[GN AND CONSTRUCTION �
<br /> �v� r�' 6� O ��� 'T DEPARTMENT TRENCHES 611 �"�� DEPARTMENT DETAILS 316 ��F � DEPARTMENT REQUIREMENTS 32�A �
<br /> DEPARTMENT
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<br /> , 8,,4,,8 �oY �P �P REV1SE�D RECORD DRAW/NC PER WATER MAIN REV1SlONS �- -� �' m Z (425)251 -6222 CONSTRUCTION NOTES AND DETAILS ,�
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<br /> Checked �P � _ �425�251 -8782 FAX Sheet �
<br /> Verticof � 38375 � �
<br /> 8201 164TH AVENUE N.E., SUITE 200 �
<br /> Approved aS o � O �, y � ^
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