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HomeMy WebLinkAboutDOC-1996-Plans Structural - FIRE SPRINKLERr-- SMALL DOCUMENTS = ��,�s�'�y,�,�ti,.,, �„ _..�„.�„m � fi ".< �� j'��5..�� m a`����>" �. ; ,�i. � 2. � �__. 4'" �l1f � G`��w �"�.'��..�. � §. .. , � � ��'—_— �i. ��1�1�' . � � 1__. ,. . .... . , ,,. � � � k����;<��` cu�� xae�s.,, � � ,�'� � � "+s,� �ro���'� � w��x�° FreeDoc � �'� 3. � ``` �� i � ,nr �� ; ��n . . i s - ��'+ � Yr �_ ,N .. . �L � � '� { c , :,> � ,� � Q �' � � � �,- � s �� 0 � � W ➢ O ; � � , 0 c -`° � U � ? � 8 � � F t� �� i. r Y�. �� �y I � � � � ���,�������,��,� _���,� �J�G��,��a � �r�,���� ����� ��� ����,������.��;����.� � � � � � �r�, `' [�C��� C� �( �� ►[�/�v �J�1ii��l�� ��������� ������ �������f ���. ���� �. ���������� �� '��. L�7lUJl(11t��0�f�����ly �� �C����J�v�'L �� !,"� I(�ll � � V � �,� u ������1,����JNI�� ���1J�9 G���hr�'�;���L ��� ����:/� �� �lJ�� ������y 9U �� `t% �§�YV.��OY:�Jy VG !r'V ����C�/— ti ��� C �V'�L� ��n�CC�����C�� �� � �� � � / ` / I � r l `l � I I � ` � � J� � ����������� ���� ������ ���� �-a��C,�� 1���9 �/� �J���� � � !rV uJ��lJll-ilG�11L-, ������l�L�if-U � ��� ����������� �?-�� ��oJ�`�� ��?�� p����9 �� IIVII�VII�`l� V����'iV�9 CfYI t/—il ��LS Ir � �Q�IC�� C�Q��� QC��C���I ��� �������� � �a�9 ��c�. �.�. s p� �� �������� -��- , ���. ���� - �.�_ ��o-a� I��C e IM�i9� �� ��� ���-� e.���,n-�� �.���.� � i - - -- - T � izm - — � 't �Y�� � n < u, -- -- — -- � 0 ' , 1�%�CG������i� ��a�' �0 SCALE ��Oo ��� (I ��1[�� �����Co��l SITE AREA 1.93 ACRES GRCSS ACRE SITE ' 2.44 ACRES SiTE ZONING R-4 OCCI�PAfJCY (SEE SHEET A-2� � I_C-7 "BOAR.DING HOME" A-3 - "ASSEMBLY > 300 W/� STAGE" CONSTRUCTION TYPE � V-1fiR BUILL'ING HEkGNT 35 FEET SEISMIC ZONE 3 ' WIND ZONE . 80 ', PARKING STALLS � 34' � LOT COVERAGE 16� ' APPLICABLE CODES AND STANDARDS � 1994 UBC, 1995 WSEC, 1995 VIAQ, 1 gg� WAC 51-30 ACCESSIBILITY, DSHS, ClTY OF AN,4CORTES. OCCUPANCY SEFARATION REC�UIREMENTS - TASLE 3B LG-7 TO B OCCUPANCY I HOUR E3 TO A-3 OCCiiPANCY NONE SQUARE FG(�TAGE CALCU�ATI�NS: LOWER MAiN UPPER TOTAL EFFICIENCY: UNITS COMMONS SF/UIVI i r�ENsirr ca�c��rior;� 28 UNITS/GROSS ACRE x 244 vROSS AGRES 15,Q70 S� 24,708 SF � 18,695 SF 58,4?3 SF 40,625 SF 11,848 SF 886 AREA iNCREASE GALCJLATIJN: BASIC ALL04'UABLE {TABLE 5-B) INCREASE FOR YARDS - TWO SIDES (UBC 501.1.1) -- 43.75� SUBTOTAI_ MULTISTORI' BUILDING (UBC 504.2) (15,750 SF x 2} 30,188 SF SOUARE FO(7TAGE CALCULATIONS: LOWER NiAiPJ IJPPER 2 HOUR WALL NOR?H n SOUTH 5,533 SF i 1,162 SF 12,478 SF TOrAL ,��-� �I � �car� 29,173 SF � � y��.�� \ ` G"�-'---� � '��-`��'""`�`" ,��._^�„_�., V�1 � ' � � � s � � �� ��, `�"`� C�`r-J' � ' � �`� °^\�e0 � 10,�00 SF 4,594 SF 15,094 SF 68 UNITS 9,537 SF 13,546 SF 6,217 SF 29,300 SF < 30,1 SS SF = OK 69� 3i� � � � �a �� tij�2.�>-� ` �,- v _ _. ` �� � i 1 , � �J'1 � i� �''�1 u � :� ' -:; �� [�� � � � 5 {1 p�R�P}�C;`�P'�`��j3 W ie�Jl liu¢L��\P" ��..a �i��46d5b1 �b1J6o ,,,,.r�� f`w}-ia F,';.�et i6n �`ittliJ Y bs"+4� 6dK�9Lie5i �1 �i'� +,icJ� �••'-: � ���� ��l � i� � , �iT1' Q� A(VAG�R��s �ERNVlI`C�lVr�� av�� E- � C-1 ARCHITEC i URAL 51TE P�tN SUR'�JEY SURUEY INFORM,�TIOPv �ERMI7 NO. n -- __. i CIVIL CO'VER SHEET �� 2 CIV;L SITE PLAN ADDRE�S°,�.�,f ���G?� ��.,e-�. � x�avk '�''.`�._ 3 - WATER & SEW'ER PLA.N 4 , � STORM DRAIN PLAN APPh�t3����� �'r ,�� � ,��. �.___ � 5 CIVI! DETAILS aU�.l�taT �f'� FiE! � !�lSf'��iliJ�. �`i�/t�i.`��"i;:. LANDSCAPING €�Fi VIOi�TiOiV OF �CFD� 1� l�1C)`� IN�Ltd�i���. L-1.1 LANDSCAPING PLAN L-7 2 LAN�SCAPING DETAILS � � � RRCHITECTUR�,L A-1 REFEftENCE FLOOP, PLA.N A-2 REFERENCE FLOOR PLAN - MAIN A-3 REFEREN�E FLOOR PiAN - UPPFR A-4 �OWER fL00R - NOP,TH/SOUTH SECTIpN A-5 , MAIN rL00R - Nf1RTH SECiION A-6 MAIN FLOOR - SOUTH SECTION �� A-7 UPPER FLOOR NORTN SECTIQN �,�a�b�+�� �.��;� A-8 UPPER FLOOR SOUTH SECTION ��� ���� A-9 EN_ARGED iINIT PLANS ���� a������aN��-�' A-10 EXTERIOR ELEVATiONS ���''�� ��B• �� S�o�� A-11 EXTEuIOR ELEVATiONS �1,�V G A- � 2 ENtARGED KiTCHEN PLAN A-13 � UNIT E�_EVATiONS � A-14 COMI�QpNS ELEVA.T!ONS � � A-16 �OORlR00M� BUILDI�vG � ECT�ONS � �s����� �R�"� ����L Y �T�'�r��. -._ A-17 ROOF PLAN A-18 DE�AILS ���°T��v������'�i�����• A-19 �EiAILS ��Gu�� STRUCTURAL � �� S-1 FOUNDATION PLAN - LOWE�; - N�RTH/SOUTH SECTION � '+J�� �` S-2 FOU�JDRTION P�1N - MAlN LEVEL S-3 � FLOOR FRAMING - MAIN LEVEL � � � � � S-4 FLOOR FRAMWG - UPPEk LEVEL ��'� �-5 ROOF FRA�1fPdG MAIf�I LEVEL��iY �HA�C��� i� 7"f-I� APPRC?V@'D fi'�,��d� 4�#%��' �i S-6 R(�OF FRAMING �� RPPFw��r`��7 �;Y 'i"H� �l&�L.1�9��, q�F'f��.��< ELECTRICAL � I E-1 ELECTRICAL SITE PLtiN � � E -2 ELECTRICAL - LOWER LEVEL E-3 ELECTRICAL - MAIN LEVEL - NOR I H �-4 ELECift1CA,L - MAIN LEVEL - SUUTH E-5 ELECTRICAL - UPPER LEVEL ,�� ���� �� �.�� �.����� E-6 UNIT ELECTRIi;A� PLAN ,l�,�Y���4�1Li�li�T@��R�QLlE��� E-7 ENLARGED KITCHEN - SERVICE - LOACiS Y`yj���. 7g„P � F�,q������ j����� E.-8 LOW VOLTAGE - LOINER LEVEL �CPRCHES ,};r�p t�vEl��g�;�w�� E-9 LQW VOLTNGE -�AlN LEVEL - NORTH E-10 LOW VOITAGE - MAIN LFVEL - SOUTH E-11 LOIh' VOLTAGE - UPPER LE�JEL E-12 ELECTRICAL PANEL SChEDULES �Q� ���CZRicai #��������� ����.��� D[Pi: OF L�q��Fi �r,dD ORfUCiS�'RIE� �2� �. COLl��� 4'Y,qY, SUlF� #-d MEGHANICAL ����.� ������ �� �$��� M-1 MECHANICAL - MAIN LEVEL - SOUTH ��s�yJ ���_�g�4 M-2 MECH.ANICAL - MAiN �EVEL - NORiH � M-3 MECHANfCAL - UPPER LEVEL - IJORTH M-4 MECHANICAL - �OWEP, LEVEL M-5 MECHANICP.L - UPPER LEVEL - SdUTN M-6 MECHANIC,�L - UNITS - SCHECL'LES ���`�"'�'°� s��i� efle*�� M-7 MECHANICAL LEGEND �,������t�`i�d„�it�a PLUMBING � P-1 PLUMBING - LQWEr2 LEVEL P-2 PLUMBING - MAIN LEVEL - NORTH �L P-3 PLUMBING - MAiN - SOUTH & SCHEDULES 6/10/96 � P-4 PLUMBING - UPPER LEVEL � aiss REGISTERED FIRE PROTECTION C _CT � �P-1 � SPRINKLER - MAIN LEVEL - CEN7ER Fp-7 SPRINKLER - MAIN LEVEL - hJORTH � ,� FP-3 SPRiNKLER - LOWER - NORTIi/SOUTH DAv HAr ES I � FP-4 SPRINKLER - UPPER - NORTN STATE oF wA�sHirdcro� � FP-5 SFRINP�LER - UPPER - SOUTH L,��--"�`�� � FP-6 SPRINKLER - EP,ST - NPiN%LOY'dER �/� /�6 � � �.���-��,'� a � :�, � �.�� d I i `i � � � r.��"4', t� ro� ,.� ' "� t � �� i f ���:_i �V � � � �.1 L � 4 �t.lf 1 9•rx�� qaS (i(� �} e� f� P",t� {1 us�;,era s {l 114 x t�v.�:�FVE��u�3ii�i��1s{i����F%i ��i����l1{�.�.1F.�i0PN���i.�i t�., � ai(.'. G'"�:�"s✓ a b3'l�l'� �69 dL.6s6\ SY �.Ai� �t:'S..� � a .c:: � � .� , /�,� � ��y�>~� ��, J s9 _ __ _,. . _ _ _ _ _ _ _ _____ _ _ _ __ _ ; � � , � � �� � � ` � � ��. � � � _ � . � � , � , = r �� � � , � � ; �, �� � � sEE avi� owcs. FOR ss�-2" za°t ' . �- ----------- �----- ADQ 8° FOR � OFf-SITE FIRE HYDRIutiTS. • i CUR6 - EXISTING +i GAP,BAGE i ---_ NEW A PhiALT � �— DIM. POINT -> DIM. POINT in DUMPSTER � �-'� PAVING CpNG SlDEtkALK ' ' �- AILFY ---------� - ;�, (NIC) j ASPNALT �PRVI?vG � � � �� � OVER DA5E COURSE � '-' �" --- — -� - CONC. MP EXTRUDED CONG E ��� � m m �. ` PER Ci OF � ROCKERY ----" 5: SIDE YARD SETBACK G �"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� � � ANACO i ES SiDS. CURBING � � , I ___- ---- _._:.---- -- I � NEW 4' WiDE I RAIL / �. q. , � . � I ,.. . " .*: CONC. VdALK AY I SEE. t- �- I `o ..� t �_ -- _ - ��--- ASPHALT PAVfNG � . � . '.. . ,� } :. � , I C1 � 'a�� cv - 9'-6"Xi '-0" ;• a. '� ' � � ' . OVER BASE ' � • �� �- i � CONC. lA6 & � d,., � � I � CONC. � �,;� G C CNAtlV LfJK GRADE - � COURSE , ' e, a, I i DN. 6 R1SER5 2 2 i `n �.B. F6Nfi GNLOSURE �- _ _ - o CONC. STAIRS I � � cn rn� � �t � ) � ', i, _ - " d e � " �-- �� - - --- - __ 1 � � � �I � a ('O �-- n^w. d j.e < N � . . � � ,' . �, /:� � V1 � . . . � � i ; . � . . � . _,- '_ __ . � II � . . ' _.. , � � ��� . �� � . � � . � --- � j ' � � . I � F.F.G - i9.00' � � _� I G w� � � � d- 5'x4' RECY LI V � �•� fl ��, �� � i � � � � NEW 5' 4V4DE � I I STATION � , \ \ `� � � � � = Y � I CONC. ---_ � 1' PROVIDE SWA�E ADJACENT _ � �Z--� �j � g'_„ � � = � c CO�1C. IQEWAIK I I I � - � � " CHAIN �iPJK TO CURBING ��-G�,�� �j1J <''��// m ¢N ! � 04 I --�� "' ;� ( �ENrE (4 FT. N!G ) C/ � � I � � F� � , `� ��E�� �,��- � �,`'-� C��1G�� _ ROCKERY � o� � ° 1 1 /2" = 1 °-0" � NO SCALk - -------- � �— �� I SEE CNIL �----% o' CONC. Q o I � (� ' ���� �WGS � WNEE�SrOP --- v; � �� `�'; €� e�T, i I ACCESSIBLE �4 ��� f ��--------, 4' WE6E CONC. � � I I M,� n� ��,� � I PHR�(ING SIGN� •� 0e C1 � �o � � _--- _-_-- i2" X i�i'� ACCESSIBLE �c� o� (TYP OF 4) B ��'ALKWAY `�o D4 � � � PARKING SIGN, 18 GA. STEE� � F� i � I__ � 0 � �� ❑ � � I � � _ BAKED ENAMEL - N�HITE � � � � _ RAMP 3 -- D_ � � __� -� -----. .i � � ON BRUE FIELDOL� BORDCLUDE � (�p r SEE CI DWGS. I SEE C1 �j��''-- RAFAP 3 � � I � °� SURFAC BLE WARNiNG � � �`�7 I � � � C1 -\ � I � PARKING WORUS "STATE DISABLED � " � FOR ME CONr. CURB_ � _. � �C N � PARKING PERh11r REQ'D." F� �� �-; � � � ,r� � � 2 R � �� � � � � -- -- � ¢� ,�- � - --- - � � 4TRWIDE�- �� '';�, /� � � � �� � 46'R o� �— �� r y� ' � i i � �._-___ FtAP�GED STEEL CNANNEL �� �� � /� /Y, jj e , � BAKED GREEN ENAME� � � � � - . � � V � y, l, ,� � � � �' �� DF AISLE � � IP� � � ' , � 6,� HIGH CONC. � F : � > � � � � ACGESSBLE � 40'R \ �m, / �`� \ � 64'\4 IYP. u � �=. . , , cufte ;' __. „_...__ �� � �a,.� � �L m PARKitdG ����� 7 � �' /�;� \� _/?' a � � � ; � SY�160L � �d•0�� ' �"� � Ct / , �, �°'/ AN6g�5 � i �� � PR6J CT - � o d `� � � I � � FiNISN GRADE �,', � `� � 1:10 SIDE SL E� t � s o �S p.� � �,�� � � S3�� � o ��_ SiGN (MAX.) � �, co ,'� � I � �P� � � ' q � \ ti sj�,g ° �,i� ,o / �� � coNe. \� --- �r�� ro � �_ o�, � F� � � � I P.LV- �� 9 `�' � SF�' n `1'� RAMP --�" 20'R ,, / ��Q. 20'R �-� RA�1P ', I \� --- �� � �M1� � .-, , " o � OF kISLE � /6 ,p, - , � � j _—L - � - _ ,, .- � �� ��4' �. � � � � � � � � 63'-U't WERIfY � i� � TYP. /r�°� / A 4�� - i' ��.' - - � "� oI � � � --- - � — � - -- ,. � �G`'' e� 6 R � � 11'-1 I „i- -- --- � c?J � � � �1 � . ar -.5 -0" -- ---3—��--- � 5� �.. � � *� --- � ) � � 12 R P b �� -- � . ,.. ,, � � N84°26'S3 E SQ � ��_ _ _ -- I (,ONC. 12'sa � � - -- -="�- Y � � - -- - - m, � I - � CENTER ON �--------'I' I � �= f � r, � � � 2� STR(PING �_ � i SIRIPI�JG it � � � � � 1 E �3�G'���� I �1 r���z � � � � � � ; ��p p p��p} � ASPHALT � �.___. � � � � � If-V LJ � � lvJ W � � � � � PAVING � ���C 1 � � � � � � � , k F.F.E. = Z8.00' �`' i �` 20'R "' o � � — --, �� ,� I � ! V��- J�������f�i u�G� ��' �� ������������,C G���C�&�C�i ��Ca� ---- --- _- � j ! � ( o� Iie --52 � ��2 � � NEw z� � � � � � 1 � j/�" = 1'-0" `�' u� srdi � \ , KEYSTONE RETAINING WALL, SEE ClVIL DVr'GS 4 fT. NlIG CQNC. S;i f �. . 23't o I N � � � �-71'�0"�,� � I 1 � 0 + � WAi KiY � CO�1P. � � coNc 1 GATE i v i � 4' CONC. PATIO F.F.E. = 27.96 ROCKERY SEE CNIt llWGS ELEC. r� - TRANSF. ❑ II (CONC. PAD) �1 �BENCH 18'-6 -- IYP. � ACCESSIBLE 4 n � PARKING SfGN - C 7 �--�� ll � STRIPlNG, � �'%'; ., . �, 4' WIDE �. � � ¢ � I-- OY I � 26 0" a 18'-6" � 1`_0" -- -- --- ____--- � � � a Icn <*� B. '� -���--- � � I �� i � � � �r � PROVIDE "NO PARKING - FIRE LANE" A7 EACH SI�E 6F CUL-DE-SAC (TYP) �4'x8' CONC. HVAC PAD CONC. GRAVfL 5€3'-2�� � �- � -- —� % 1 �Q I � SLOPE SIDEWALK ` , I� I fLUSH !M/ PAVING , I� AT HEAD 0� Ir I STRIPING ACCESSBLE Iz � � � F.F.E. = 19.00' PARKING o CN,41N LINK FENCE r- '�'N. SYM80L � J (T'tP. 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I . . ..._._. ._..__ .-_._ . _ __' . ._'._'_' `_'- � ._-'_ ' '__ -_ _.... ��Eµ . � �'34aT'V, YYA, �3B;�c3� Di�4�/G:950248 JV✓G , CATE FEB 55' � 5HEET 9 OF 1 �,� . (* '^8.. � . . �. . . . . . . . . . . . . . �, � �. [246_]�� 7'�'=Y--�.?326 . . i _.._. � . � -_._, .:._ _ _ . . -�'' � . � . . � � . . � . . �. . . .. . �. . . . � . � . . . � . . . . . . . . ____ ._..__ _ '. '.___. ..__ __- . . y: � � �:�� BCCK: ;°/15+ SGALE: 1° = 30' i JOB NG. 95.0248 � ,.,.. ,� . � . ,. . ....� $�� . > ; , , . � <� � � _ - ,, . - ' . . _ _ ---- - -- -- ._ . . -. _�. :� �+ � � � � . ; . _ �� I� li _ _ , 1 fl ADS POLYETHYLEN PIPE SDMH S.D. MANNOLE �5- SANITARY SEWER(PROPOSEO) GAS (EXISTiNG) S SLOPE CO CLEANOUT --- RIGHT-OF-WAY (EXISIiNG) L LENGTH IE INVERT ELEVATiON -W- WATER LINE(EXISTING) ____ CENTERLINE R CURVE RADIUS EDGE OF PAVING �i �; � �; s � � � � . ;, ,; . � , , - ; . � ;. ; , -. , : r :� � �„ . � -� � � � �� � �. .� � ' �� � � � � � � �'�� � �� � � � �� ����� ��I��S�V ��`�J� � - � ��� ��� ��� �� �� � ��� �� � � � �� � � � � � � � o��cooc��� ��� ��� �c� o� ���� o� ����c�o����� � � � � � � � � GENERAL SPECIFICATIONS ����o ��9 ��ZS" o ���oQ �5l�h�V �o ��op VV o�09 ��� �S O� ��1s��O���� ALL SPECIPICA710N5 PER 1994 STANDAR� SPECIFICATIONS, FOR ROAO, BRI�GE ANO � � Ml1NICiPAL CONSTRUCTION, FUBLISHE� BY WS�O' /.��p WASHING?ON STAiE CHAPTER OF A.P.W.A. AND qTY OF ANACORTES "DESICN AN� CONSTRUCiION STANDADRS VER. 4.0". EARTH WORK + CLEARiNG, GRU861!dG ANO CLEANUP . WORK SHALL WMPLY WITH SECTION 2-02 �ISPOSAL METHOD jJ2 OR �3- OPEN BURNING IS NOT AN ACCfPTABIE ME?H00 OF DISPOS!NG 0= WOC� WASTE MATERIALS. � � a REMOVAL OF STRUCTURES AND OBSiRL'^_TIDNS REn10VP.L OF SIRUCTURES AND OirER OBSTftUCTiONS SUCH AS CULVERTS, PAVEMENT, ETC., SHALL COb1PLV TO SECTION 2-02 . x ROADl"!AY E%CAVAP.ON P�ID EMBANKMENT � ALL ROADWHY EXCAVATION, EMBANKMENTS AND GENERAL MOVEMENT OF SOILS RELATED TO THIS PROJECT SHALL COMPLY WITH SECTION 2-D3. COMPAC110N OP ALL EARiH EMBANKMENTS SHHLL COAAPLY WITH SECT.ON 2-03.3 (14C) M£THO� C. * SU6GRADE PREPARATI�N � AL� ROAD BE05 BEING PREPARED FOR SJRFACING SHALL COMPLY WITH SECTON 2-06. � ST�RUCTURE EXCAVA710ti � WORK �SHALL CONS�ST OF EXCAVATING ANO DISPOSING OF MATERIALS REQUIRED FOR CULVERT, PIPELINES, COIv'�UITS, ETC. �5 SHDWN IN THE PLANS. ALL STRUCTt1RE E%CAVATfONS SHALL COMPLY Wlhi SECTION 2-09. � * DIiCH AND CHANNEL EXCAVATION � � � THIS WORK SONSISTS OF EXCAVATING OPEN OITCHES ANO CHANNELS THROIIGH THE REQUIREO GRAOE, INCWDING DISPOSA� OF ALL EXCAVATEO MATERIALS. WORK SHALL COMPLY WIiH SEC710N 2-10. x 7RIMMWG AND CLEANUP THIS WORK CONSISTS OF DRESSING AND TRIMMING OF TNE EN?IRE ROAOWAYS AND OTHER IMPROVEMENTS CONNECTED WITH THIS PROJECT. WORK SHALL COMPL7 N7TH SECTION 2-11. PRODUCTION FROM QUARRY FND P? SITES AND STOCKPILING PRODUCP.ON OF' 4UARRY >!.� PI7 5':TES SHALL BE IN COMPLIANCE Wlhi DIVISION 3. ens�s • GRPVEL BASE WORK SHALL CONSIST OF CONSTRUCTiNG ONE OR MORE LAYEftS OF GRAVEL BASE IJPON A PftEPARE� SUBGRApE M CONFORMITY WITH LWES, GRAOES qND OEPTHS AS SH�WN ON i}1E PLANS OR AS ESTABLISHE� BY T:-��E ENGINEER. '�tipRK SHALL COMPLY WITH SECiION 4-02. � . BALLA5T5 AN� CRUSHED Sl1RFACING WORK SHAII CONSIST OF CONSTRUCTING ONE OR MORE COURSES OP CRUSHED STONE UPON A PREPARE� SUBGRADE OR BALIAST IN. CONFORMItt WITH LINE3, GRADES, DEPTHS AS SHONTI ON THE PLANSOR ESTABLt5HE0 8Y THE ENGINEER. WORR SYALL COMPLY iMTH SECTION 4-04. MATERIAI, SHALL MEET 9-03.9(1� AND 9-03.9(3�. > ASPHALT TREATEO BAS[ WORK SHALL CONSIST OF ONE OR MORE COURSES OF ASPHALT iF2EATED BASE P�ACEC ON A SUBGRAOE IN CONFORMIN 'M7H LINE. GRADE AN� tYPICAL CftOSS SECTIONS SHOWN ON iHE PLANS OR SHOWN BY THE ENGINEER. W�RK SHALL COMPLY WITH SECTION 4-06. • ASPHALT CONCRETE PAVEMENT .WORK SHALL CONSIST OF DNE OR MORE CDURSES OF PLANT MIxEO ASPHALT CONCRETE PAVEMENT CLASS B PLACE� ON A PREPARED FOUN�ATION OR BASE IN CONFORMIN N7TH LWES, GRA�ES AN� TYPICAL CR�SS SECTIONS AS SHOWN ON PLANS OR ESTA9LISHE� 8Y THE ENGINEER. WORK SHALL COMP�Y WITH SECl10N 5-04. ALL LIF15 OF CLA55 B ASPHALT W1LL BE PLACED IN STRICT COMPLIANCE NATH SECTION 5-04. SPECIAL ATTENTION SHOULO BE PAID TO THE VIBRATORY ROLLER SPEED BEING MAWTAINEO AT 3 FEET PER SECOND. ALL LAYERS OP CLASS 8 ASPHALT WILL B REOUIRE� TO MEET A MINIMUM OF 92R OF MAXIMUM �EN51TY AS OETERMINED BY K500T TEST METH00 705. AT THE START OF PAVING, A COMPACTIDN TEST SECTION SHALL BE CONSTRUCTEO AS DIRECTEb 6Y THE ENGWEER TO �ETERMINE THE C�MPACTIBILITY OF THF MIX �ESIGN. COMPRCI7BILITY SHALL BE BASEO ON THE ABILITY OF THE MIX TO ATTAIN THE SPECIFIED MINIMUM �ENSItt. + TACK SHALL BE APPLIED TO THE EDGES OF THE EXISTiNG PAVEMENT • AlL JOWTS SHALL 8E SEALED USING PAviNG ASPNALT AR40�OW, � . ORAINAGE STRUCTURES e pRRINS WORK SHALL CON515? OF CONSTRUCi1NG ORAIN PIPE AND UN�ER DRAIN PIPE IN ACCORDANCE `MiH c LM_5 AND GftADES AS SiAKED BY THf ENGWEEFZ. WORK SHALL COMPLY WITH SECTiON 7-�t. iHE NPc OF MATERIALS TO BE USED HAVE BEEN LISTEO ON THE PLANS. ♦ CULVERTS WORN SHAIL CONSISi OP CONSTRUCTING CULVERTS OF VARIOUS NPES ANO CLASSES IN COMPLIANCE WITH LINES AND GftA�ES AS STAKE� BY iHE ENGWEER. WORK SHALL COMPLY WI7H SECTIDN 7.02. MATERIALS FOR THIS WORK HAVE BEEN LISTED CN THE PLANS � � STORh1 DRAINAGE • STCRM SEWERS WORK SHALL CONSIST OF CONSTRUCTING STORM SEWER LINES IN ACCORDANCE WITH THE PLANS AND AS STAKE� BY THE ENGWEER. WORK SHALL CONfORM 'MTH SECT:ON 7-04. MATERIAL$ FOR THIS WORK SHFLL CONSIST OF CORRUCATE� P�LYETHELENE �RAINAG£ NBING, SMOOTH I.�. PIPE, AASHTD M-294 TYPE 5. ALL MATERIALS FOft STORM SEWER SHALL HAVE A MANNING'S ROUGHNE55 COEFF�CIENT NUMBER NO GREA?ER THAN 0.013. ALL STORM SEWERS SHALL BE TESTE� WITH A LOW PRESSURE Alft 1EST. � • MANHOLE AND CATCH BASMS WORK SHALL CONSISi OF CONSTRUCTING MANHOLES, GRATE MLETS, DROP INLETS AN� CATCH BASWS OF iHE TYPES AND SIZES DESIGNATED ON THf PLANS ANO IN CONPORMITY WITH LINES AND GRA�ES AS STAKED BY THE ENGMEER. WORK SHALL COMPLY WITH SECiION 7.05. * CLE4NING EXISTING ORAiNAGE SiFiUCTURES . WORK SHALL CONSIST OF CLEANING AN� REMOVING ALL DEBRIS AND OBSTRUCTIONS PROM EXISTING CULVERT PIPES, STORM SEWER PIPES, DRAINS, WI.ET STRUCTURES, ldANHOLES, BOX CULVERTS, 6RATES, TRASH RACKS AND Oh+.ER DRAWAGE FEATURES WITHIN hIE �iM1T5 OF THE PROJECT. 'NORK SHALL COMPLY WiTH SECTION 7-07. WATER » SEE SPEQFlCAl10NS SHEET 3 OF 5 � SANITARY SEWEftS . SITE SEWEftS WORK SHAL� CONSIST Of CONSIRUCTING SITE SEWERS IN ACCORDANCE 'MTH iHE PLANS AND LOCATIONS p5 STAKED BY THE ENGWEER ON 80h1 THE ROW RND PRIVATE PROPERTY BEPNEEN THE MAIN SANITARY SEWER LINE AND THE STUB OUT FOR A RESIOENCE OR OTHER BUILDING WORK SHALL COMPLY K1hl SECTION 7-18. MAIERIALS FOR SITE SEWERS .SNALI BE THE SAME AS RERUIREO FOR MAIN LME SEWERS. ALL SIiE SEWERS SHALL 8E TESTED AT THE SAME T1ME THE MAIN LMES ARE niR �s�o. +� SEWER CLEAN-OUTS WORK SHALL CONSIST OF CONSlRUC17�N OP SANRARV SEWER 0.EAN-OUTS IN ACCORDANCE WITH iNE PLANS AN� AS STAKED 0Y THE ENGMEER. WORK SHALL COMPLY 'MTH SECT70N 7-19 « CURB AN� GUTTER . SHALL BE CONSTRUCTED IN ACCORDANCE W1TH APPROVE� PLANS (FOR HORIZ�NTAL AND VERTICAL ALIGNR7ENT), MATERIAL AN� TECHNOLOGY SHALL BE USE� IN ACCOR�ANCE WITH SECTION B-04. . sio�wnu< LOCATIONS SPECIFlE� IN PLANS, MATERIA� ANO WORK SPECIFlEO M SECTION 5-7.4. T'i2AFFlC CONIROL iRAFFIC CONiROL SHALL BE MAIN7AWED AT ALL 11ME5 AND C�NFORM TO SECT70N t-07. . _'• � .• ,T.; . I I I �� VIClNITY MAP NOT 70 SCALE SHEET INDEX SHT. N0. DESCRIPTION 1 TITLE SHEET 2 6RADING PLAN 3 SEWER AND WA7ER PLAN 4 STORM DftAIN PIAN 5 DETAIL SHEET LEGEND � W � Z > Q Z W ', � I Z W I � Q I � I 13TH STREET v �- � � � : �� , ; ( ° ' PROJECT MAP NOT TO SCALE � W Z � � � � tn p X � ., . . . .... . . . . .... .. . . . x � . � �. . - . . d. TC TOP OF CURB D.I.P. DUCTILE IRON PIPE �j CONSTRUCTION NDTES O � SAN.SEWER MANHOLE (SSMH) C.F. CURB FACE MJ MECHANICAL JOIN p 1 BLOW-OFF VALVE PL FLOW LINE FLG FLANGE � � STORM DRAIN MANHO�E {SDMH) R/W RIGHT OF WAY RS RESI�IENT ❑ ■ CATCH BASIN TYPE 1(CB) o • CLEAN-OUT FG FINISH GRADE ��� CL � CLASS TG 70P Of GRATE LF LINEAR FEET -b- � FIRE HYDRANT {FH) �yi WALL ECR END CURVE RETURN A.C. ASPHALT CONCRETE pa N WATER VALVE (WV) � di MONUMENT IN CASE (M.I.C.) BCR BEGIN CURVE RETURN C.S.T.C. CRUSHED SURFACING � � WA7ER METER WM EP EDGE OF PAVEMENT TOP COURSE �� -o- � POWER POLE (PP) PS FINISH SURFACE S.S. SANITARY SEWER -n -�- SIGN 6.8. GRADE BREAK S.D. STORM DRAIN STREET LIGHT ELE ELEVATION C.B. CATCH BASIN � }_� - T- TELEPHONE (TELE) STO STANDARD SSMH S.S. MANHOLE SD-- STORM DRAW(PROPOSED) � .. .� F .:.. ... �. � .i' . . . . '��� . �..�. . � . � . � . . . . ' . . .. . . .. 4 . . ADDRESSES: ' CALL BEFORE YOU DIG 1-800-424-555� Surveyor Skagit Co. Emergency Mgt. Srvs. • Puget Sound Power & Liqht Co. Ana�ortes Municipal Cascade Natural Gas Go. Azimuth Northwest, Inc. Admin. Bldg. Rm. 203 t667 Andis Roqd 6th St. & Q Ave 917 Coml Ave. 1595 Wood Road Mounf Vernon, WA 98273 Burlington, WA 98233 ' Anacortas, WA 98221 Anacortes, WA 98221 Bow, WA 98232 336-9403 800-321-4123X847037 293-1909 293-5164 724-7326 PHILL PRENTICE HAROLD GREEN TCI Cablevision of WA, ina Fire Department GTE Skagit County Sheriffi City of Anacortes t0i0 1/2 - 34th 293-1925 (Business) P.O. Box 1003 P.O. Box 220 City Hall Anacortes, WA 98221 911 (Emergency) 2403 W. Casino Rd. Mt. Vernon, WA 98273 6th St. & Q Ave. Everett, WA 9$206 338-9450 (Business) Anacortes, WA 98221 757-3903 911 (finergen"cy) 293-i919 RICHARQ HAYER "APPROVED FQR CONSTRUCTiON" CITY ENGINEER DATE: GORDON W. BRUCHNER, P.E. `:� 1 � REVISED PER C4TY OF ANACORiES AND DBG ARCHITECTS COMMENTS I:K. � 6/1 �� i GENERA OR NiUTES CALL FOR DiG" TO N071FY PUBLIC UTILIP.ES �- Of WORK LOCATION 48 NOURS PRIOR TO START OF DIGG!NG. . ALL EXISTING UTILITIES SHALL 8E LOCATE� PRIQR Tp CONSTRUCTION. 2. CONTRP.CTOR SHALL BE ftESPOtJSIBLE FOR POT HQLING ACTUAL LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS 7HAT MAY . � OBSTRUCT OR OTHERWISE INTERFERE WITH THIS PROJECT. � 3. CONSTRUCTION ZONE TRAPFIC CONTROL SHALL BE W ACCORDANCE WITH TNE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTRDL DEVICES, WSDOT & SKAGIT C0. � . 4. TftENCHING SHALL BE BACKFILLED OR 07HERWISE PROTECTED PRIOR TO THE END OF EACH DAY. � � 5. DRIVEWAY ACCESS SHALL NOT BE RES7RiCTE� FOR MORE THAN 2 . HOURS AS A RESULT OF TRENCHING OPERAIIONS. 6. ONE LANE OF ACCESS SHALL BE ti1AINTAINED AT ALL IMERSECTING STREETS DR TRAFFIC SHALL BE DETCURED SUCH THAT ACCESS IS READILY AVAILABLE � 7. CONTRACTOR SHALL BE RESPOtd51BLE FOR NOTIFYING ANACORTES POLICE ANO FIRE DEPARTMENTS (293-4684) OF ANY STREET CLOSURES, DETQURS OR WATER SHUTOFFS 24 HR. PRIOR THESE ACTiONS WIL� TAKE PLACE AND IN TIME WHEN REMOVED. 8. SEWERS WILL BE INSPEC?ED WITH CITY OF ANACORTES VIDEO EQUIPMENT TO CHECK FOR AL�GNMENT AND DIMPLING OF PIPE. 9. CONIRACTOR SNALL NOTIFY CITY INSPECTCR WHEN JOB COMPLETE, SO THE CITY CAN DO FINAL CHECK AND SIGN OPF PERMI?. . 10. CONTRACTOR SHALL HAVE RIGHT-OF-WAY PERMIT ON 5!TE. 11. CONTRACTOR SHALL CALL THE CITY OF ANACORTES 24 HR. BEFORE STARTING. � � � ALL SURFACES, PLANTING AND S7RUCTURES OfSTURBED BY THIS WORK SHALL � R STOR TO 0 IGINA CON 1TION. R UIR M NT 0 ORDINANCE N0. 581 BE E ED THE R L D EQ E E F y2� SHALL BE FOLLOWED INCLUDING 80ND5, WARNING ANO BARRICADE �EVICES, � � RESTORATIDN OF PAVEMENT AN� LIA8ILITY. � EROSION f SEDIMENTATION CONTROL NOTES GENERAL - PRIOR TO ANY CONSTRUCTiDN PR�VIDE TEMPORARY CONSTRUCTION ENTRANCE FROM 0 AVE. (70' LONG, 20' WIDE, 8"- QUARRY SPALlS). - CONSTRUCT TEMPORARY FILTER FABRIC FENCE ALONG 0 AVENUE AND IN ALLEYS, �� WHERE PROPOSED GRApES WIL� BE HIGHER THAN EXISTING, PER W.S.D.O.E. STROM WATER MANAGEMENT MANUAL FOR PUGET 50UND BASIN BMP E3.10. - INSTALL STRAW BALE OR FILTER FABRC FcNCE TEMPORARY CATCH BASIN INLFT PROTECTION PER W.S.D.O.E. STORM WATER MANAGEMENT NANUAL FOR PUGET SOUN� BASIN BMP E3.3Q � � � � . REQUIREMENTS. . - ANY MATERIAL DROPPED, SPILLED, TRACKED OR WASHED INTO ROADWAY OR STORM DRAIN SYSTEM MUST BE REMOVED IMMEDIATELY. � - ALL EXPOSEO SOIL REMAINWG AFTER PAVING OR ON SITE CONSTRUCTIONS AND IMPROVEMENTS SHALL BE FERTILIZED AND SEEDEC BY HYDROSEE�ING PER SPECIFICATiONS BELOW. - INSPECT, REPAIR, REPLACE OR INSTALL EROSION CONTROL�MEASURES ON A DAILY BASIS THROUGHOU? THE DURATIDN DF CONSTRUCTION. - REPdOVE TEMPORARY FILTER FABR€C FENCE AFTER GRASS ;5 PULLY ESTABLISHED AN� WORK HAS BEEN COMPLETED TO THE CITY OF ANACORTES SATISEACTION. - ADDITIONA� EROSION SEDIMEN?ATION CONTROL MEASURES SHALL BE . -� CONSTRUCTED AS NEEDEC PER CITY OF ANACORTES INSPECTOR � SEEDING SPECIFICATION - SEEDING SHALI 8E UNIFORMLY APPLY AT THE RATE OF 120 POUNDS�PER ACRE. GRASS MIXTURE BY FOLLOWING WEIGHT RATIO SHALL BE MINIMUM 98% PURE AND SHALL BE OF MINIMUM OF 90� GERMINATION: �KENTUCKY BLUEGRASS (ADELPHI, BARONOR FYLKING) 30% CREEPW G RED FESCUE (PENNLAWN) 407 PERENIAL RYE (DERBY OR PENNANT) 30i - SEEDS SHALL SE COVERED WITH TOP SOIL OR MULCH NO �EEPER THAN 1/2". CLEANUP - ALL AREAS OF NEW IMPROVEMENTS AND THE ADJACENT AREAS SHALL BE BEFORE APPRDVAL BY THE CITY OF ANACORTES, FREE OF ANY DEBRIS, REPAIRED OR ftESTORED TO THE CONDITION EQUAL OR BETTER THAN 3EFORE CONSTURCiION, HARD SURFACE AREAS FLUSHED AND CLEANUP. ANY 61ATERIAL DEPOSITED DURING CONSIRUCTION WORK SHALL BE REMDVED. ANY CUTS AND EMEANKMENTS SHALL BE UMFORMLY GRADE� TO PROVIDE EVEN AND SMOOTH FINISHE� GRADE BEFDRE FINAL SEEl71NG. \ I i � f i � � i i � I N i � I l I I ! � i E t � s _ —S � - � f o t w � � Y � a (I�Fi i � I I 1 7 t 1 I I I I I I � "; if I � ���AL D�SCRIPTION � EROM AUDlTDR'S FIIE N0. 9312080125) PARCEL "A" � LOTS 1 TO 10, INCLUSIVE, BLOCK 55, "MAP OF THE CITY OF ANACORTLS, SKAGIT COUNTY, WASHINGTON", AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASNINGTON: SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE Of WASH W GTON. PARCE� 'B" LOTS t TO 4, 1NCLUSIVE, AND LOTS 9 TO t8, INCLUSIVE, BLOCK 56, "MAP OF THE CITY OF ANACORTES", ACCORDtNG TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COl1NTY, WASHINGTON. ALSO, THAT POR1lON OF ABANDONED RIGHT Of WAY OF THE GREAT NORTHERN RAILWAY COMPANY BOUNDED AS FOLLOWS: ON THE NORTH BY THE NORTH LINE OF SAfD BLOCK 56 EXTENDEd fASTERLY, ON THE EAST BY THE WEST LINE DF "0° AVENUE EXTENDED, ON THE WEST BY THE SOUTFiWESTERLY LINE OF SAi� A$ANDONED RIGHT OF WAY; EXCEPT THAT POR110N THEREOF LYING BETWEEN THE NORTH AND SOUTH LINES OF THE ALLEY THROUGH SAID BLOCK 56, EXTENDED EASTERLY. SITUATE IN THE CITY OF ANACORTES, COUNTY Of SKAGIT, STATE OF WASHINGTON: BASIS OF BEARING MONUMENIED CENTERLINE OF ECEVENTH STREET HOIDING THE PLAT BEARING OF "EAST" �::` m �,,, DATUM N.G.S. BENCH MARK #14,i939, ID#TR0690, BEING A STATION ESTABUSHED ON THE ' FOOTiNG OF THE WEST FACE OF THE US. POST OFFICE HAVING NAVD 29 ELEVAl1DN OF 22.97 - NOTE - TO CONVERT TO CITY DATUM ADD 94.77 FEET TO FHE NAVD 29 DATUM � FH (EXIST.) � � � —'�%' N07'E- THE UNDERGROUND UTILITIES DEP(CTEp ARE FROM UTILITY LOCATE PAINT MARKS QN THE SURFACE. THE ACTUAL LOCATIONS ARE TO BE DETERMINED IN THE FIELD. ST. LIGHT i I W � � ' Q I s Z s I I 1 � ; i ," I 1 L_.__�___f � 1 � L_� �___ � (I � ¢ ; � — — — — — — — � � ' I � N �279.83 I � ' I E 0.01 � � � — S --- i a � � 0 � �f� 0 � a T r•i .r� i � i � � � � -- S I I I I I I I I I I I i � aI 3�� ---- z � t-� �__ 4 �� � (2% _ •- � � �� ° � �.�- /` �%'`1~� . i EXIST. GROUND J `�' 'i PROFlLE ! ' �-��C�`�IIOO � ��' N.T.S. PLANTER i�� �PCC GUTfER i \ 9" GRAVEL BASE % � � ( � ' ' � � , � � � , � � i `� � , ,' � � � , a W �'� ' � i ��i, � o ` h ------ ,� f I i 18" � 6' 2—% � � ' . � `O N . EXISTIN GROUND SURFACE � a.� � a.• -. � � �. � ....� � . � � . '� � � a � � � � FF=19.0 2% , �/ MlN, � �/� �/� �% �/� �/���f '°G�L �1��' �. c d � ��. BASE ftOCK SHALL BE KEY'p TO SUBGRADE N.T.S. . �NOT LESS THAN HALF OF THE RQCK qEPIN NOTE TOPOGR,4PNICAL IN�ORIv1ATE0N SHOWN QN THIS PLAN ARE BASED ON SURVEY CONDUCTED BY AZIMllTH NORTNWEST, 1NC. � 3th AVE. CQNSTRUCTION NOTES 1 \ � ♦ �` ____ . __ __ �.,,----- soMH �, I v � � � o SMH v �� _ - _ _ � I o � N W ��� 1 CONSIRUCT 2-1/2" A.C. CLASS B, 2'� C.S.T.C., 12" GRAVEL BASE / 2 CONSTRUCT CURB AND GUTTER PER WSDOT STO. DETAIL F-1 � 3 CONSIRUCT 6'� EXTRUDED PCC CURB PER WSDOT STD DETAIL F-1 f 4 CONSTRUCT PCC SIDEWALK PER CITY OF ANACOR7ES STD. PLAN � � 5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF ANACORTfS STD. DETAIL � 6 CONSIRUCT 4' WIDE, 4" PCC SIDEWALK PER ARCHITECT STE P�AN I 7 CONSTRUCT WHEELCHAIR RAMP PER CITY OF ANACORTES STD DRAWING � 8 CONSIRUCT ROCK RETAINING WALL BY OTHERS � 9 CONSTRUCT GRASS SEEDE� SWALE � 1.5% MIN. ' 10 CONSTRUCT TRASH ENC�OSURE PER OTHERS �b�\�4`�� 11 CONSTRUCT CURB OPENWG PER DETAIL THIS SHT. j ��g^'�-{ ��,�'-� � 12 PROVIdE PARKING STALtS STRIPING I t3 LANDSCAPING AND SIGNS PER ARCHITECTURAL PIAN . � -��� �� ���-`�- ��" ��'p'S�`��' 14 CONSiRUCT PCC APRON (JOIN EXIS�NG ALLEY ROA� GRADE) d � c��--�--� "'� ��l' 16 pRESSAEXISTiNG GRAVEI ROAD EDGE � � �,� ��.i"a . '�^'� � , U\ 17 DVEREXCAVATE AREA OF BUILDING FOOTPRINT AS RECOMMENDED � �e 1v 1�� �U� ������ BEN ER 0' A ENUE ANA OERTESC WAC982I21VE DATEDOMAROH '� E' I�R9 MENT � �L�� ��J �.� ��,�^- Q����"�" 18 WHEELCHAIR RAMP (MAX. RAMP SLOPE 1:12) � 19 RETAINING WAIL -"KEYSTONE" CONCRETE BLOCKS PER SUPPLIER STD. AND ,'��� ���5 RECOMMENDAl10NS � 20 "NO PARKING - FIRE LANE" SIGN , 21 RE� PAINT CURS WITH WH1TE PAINT LETTERS "NO PARKING - fIRE LANE'� � / i FF=19.0 5� LL ,6�9^ ' � � a i w i � �� 32.00' � - � ,� I � I � � I � � . � ,� d � � � � . � ` � I o � � I � y 6' 7.5' �G �. � I �ri �aG � 'y ' � -- -� --- - - __ _� : 4 ,�. ;' � T "� . ' e � , ; i ---- ` = i � --- —�----_---- � , , m � � , � I 5 � _ • U _. — 5 _—__---"_—_ — S . . � 15 . _N 0.04� � ^ v~i. ' sSMH � . � . � . � E 299.69 \: � 5 .x � . . �------------- — ---4' ',��' � I � 4 'si3 � ---) � �O � � I - --- --- I � � I t � ' r � 2 3 cR 1� ^_` � - TESAR SS—t GEOGRID, MIRAFI, OR EOUIVALENT �� � � /',,. \__ REINPORCEMENT, APPROVED BY GEOTECHNICAL � � � ` �� � . ENGINEER � � � � = � "� � �— "APPROVED FOR CONSTRUCTION" � " CQMPACTED STRUCTURAL FlLL CONTAINING � `- ---- — FREE DRAlNlNG, ORGANIC FREE MATERIAL, �� - ~�__. �CQMPACTEC/ Tb MINIMUM OF 95� OF MAX. � . . � . � � � . . � `_—_---_— -�'9ENSITY. FREE DRAINING ME7ERIA� � . � � ..� .. � GTY ENGINEER pATE � (PEA GRAVEL QR M+ASHED RDCK) GORDON W. BRUCHNER, P.& -' _. �4" PERf. PVC PIPE 1)ED TO � STORM �RAI 5Y51�lA . .. - � � � � � � � �� � G�lS�����JS��S`J �� � . N.T.S. � . . � � . . . _ � . . .. . . zo o io zo ao SCALE: 1" = 20' 1 S REVISED PER CITY OF ANACORTES AND ARCHITECT COMMENTS I.K. 6/15/96 WHEEICHAIR PARKWG STA�L SLOPE SHALL NOT EXCEEO 1:48 (VERTICAL TO HORIZONTAL) IN ANY DIRECTION. ,. `� �. ... . . . . . . ..: � � � .. . . � . . . :�.. . . . . .,� .:;. . . �.. ,: , , . . r , , . .... s . , :.��:. . . x � . ��,.. . � . ,;,.. _�z. . :��� . . . . . , . .��,� -.... . ., . . �_ ., t „i �::, ,. ... o- . .:.. �.. .... . a .:.•,. .. . -. _ . �,...� :..: � �.� �. ..� : � r ....._ . .. . . �_�' � � � � Y � _ � , �,� � ; � � � �. � � �� , � � � � � � lF��f�1,I���:I�R�I�� E � , , , 1 � � I � 11+25 MATCH L1NE� � SEE THIS SHT. RI, HT, o� � � � � �-Q� �-� j j �� � � � Qm � � , : o � + � � o�i � � � � t__._ _ � I � J (n v � . ;-� (A : . . ,I � I � . � � � �D� U . �, . . . � �� � � � ��^ .. . � . . l�_- W � � � � ���Q { � ���J `� � o'�'�� a r-Q � � r �_.__�._�-- � v��o � ( � g U��`�.` , � EXIST. SSMH � u-i H � v~i °' � I � � ' � z � � T G= 3 1. 2 4 ( co z� z il � o z�n z II '--- ` ' IE=23.38 W.E i + a x o w i € r- EXISTING 8" SANITARY + � w�� �" � I cv c� w c� o I I f I SEWER MAIN � _ r-� �_...�.._�^_._J � I JJ� - �- r., - - -� _ - . ..,.... _ ..._ �:::-,-_ �__ `_�. � i��- � _ _ -- -_----- ST STA = 11+60, 26' RT -� �- � �-- L �-3 8"FLGx6"FLG TEE - � - - - � - - � � - S i � - � _ g � � - - -- 5 - _tt�-- cp S <._ 5 J - - S . 5 S"FLGxMJ RS GATE VALVE '� � - � 11.5' d8" PVC SNB , (� FH ASSEMBLY PER S7D. A��EY `PHA�T) , � i So=0.342 N, 89'S9'43" E 2�'�.7Q' DET. SHT. 5 PARKMG (ASPHALT) - - -- ' -' -' _ _- - -_ -- - -- - - .. ._ _ -_--_' _ . S"FLGxMJ RS GATE VALVE BeGit� � �� BEGIN s' s EWALK �� � - , _.� 8"FLGxMJ ADAPTER j i I _ , � _ � . - - - = ____ :: ! BLOCK TEE � � � , � ' _ � ; - -- - - _ _ _ _ _ _ -, - ' � � ! ,� . .,�� � . . �. , � � . - . � � � � .. . t � . , � 2-03" PVC CVRB i . ; . . ,, . : � i . ��� � � � ` - .. . . . � � our�ers �� � � i .�" SANITARY SEWER C�EANOU � � ; , f 4S Y+&' PVC STUB i ' .... � � � I � TG=27.Q IE=23.0; � So=0.056 I ,' SEE DETAIL SHT. -5 � , � ' I - - i � I � '� � � � / - ; , N � i - : , , ' , I -' , I , i , � , �� � DRIVEWAY APPROAC i � � � � ; � % . '� . � �� � I � � . .. . � . . � - � � � . . _ t __' '_ � � ' � . � � O� � � � � �,� . �i . � i � � ' � . - � , '._" � I ' r i ` -'a ' i i � Z c•+i� �, i > / i� t � SANfTARY SEWER CLEANOUT . � t ��� � , I i � ,.� i TG-1B.1> IE-14.3 i � � � ; I w � � � � � I ;� � i ` ; � SEE DETAiL SHT. 5 � ' � 6 a ' � ~ � � � 7 � ' r r i � ' _ N o � f 3 ! � j v � ' � � . I � ' . . . . . . . � , � � E i� . �, ;' ;' I 1-1/2° WATER METER f � Q � � Z. � l , r � FOR IRRIGATlON SYSTEM I. � � $ACK FLOW PROTECTdR- - pp � Y oo � ! � ,`, i ; � �, � --- CONTRACTOR WlLL COQRDINATE j a � ; Q w ; , ' ; -`' - -- J _ TYPE & BRAND W/WATER DISTRICT 9 J i �' o I � , ; ,' ! I � STA=9+63.5, 24'R i m � � �,' O . � , . .. . � : . e. . � � j .� � . � � � , � _ 2" WATER SERVICE oi `� ; I a ; � ; ;' �/ . I PER CITY OF RNACORTES_ _ N ,- � � � ! ¢ � � � � � � � � � � ; I STANDARD OETAIL SHT. 5 ��' DRIVEWAY APPROAC i 7i ' . ; . . ` �. . � O /'�.. ..■ -.���. . .... : . . .. . ■ 2" WATER METER . . �� � � . � - � 1 ' � � ' � . . ac 'Y A1" Nr �' � ; � . i i . I . - � � � � r �� i �. . . . '. � __ �. �_ _ i � � , �q ;>� � - - __ ,._ .` ', '_____________,___._ _- -_____ --.----. ------.�.. ____ _,._.__ . __ _. -. -z-�_ 2„ DOMESTIC WATER__ ��/ WATER LINE SPECIFICATIONS AND GENERAL NOTES � � N q - , 65.5' q-" oiP cL50 � RECONNECT EXlSTING -� ; E 0 %� r 4t � p,r c�R� i sIA1C�t.�� � CONTRACTOR SHALL NO?IFY AN� COORD!NATE WITH THE ANACORTES WA7ER �EPARTMFNT PRIOR TO START OF WATER METER � � �� � y � �.� � � ... � � . 4 '� \ ��AJ6 G �, � � Z�G �P ' SP KL�'CO CTION �`` VkLV� c-�K. JhW� 2"xt-1/2" TEE � `-ov ' CONSiRUCTiON ANO PRIOR TO ANY WATER SHUT-OFF OR TURN-ON AFFECTING THE WATER SYSTEM. "CONTRACTDR SHALL � � W ; � 1 � . �, �5 � �• ' NOT OPERATE ANY VALVES iHESE R9LL BE OPERATEd �BY WAiER DEPARTMENT PERSONNEL." WATER METER i g ,� � . t�� � .� ;. � �OM ��. � N ��; � . POST IND�J � ATOR VALVE ;� '\ �.ti� 1 i`� a-� ��- �' Q ; I = � � _a'-a ! ,. /� . �NE,C�� '� WITH::'�TAMPER 5WITCH ��R�u� J i ��, i��� e�L � CONiRACTpR SHALL FURNISH A WATER-iIGHT P�UG Dr THE APPftOPRIATE SIZE WHICH SNALL BE INSTALLED W THE END i I , � ., . , � _ . �, ,/� � �. � Q ( � � � � . ���� � ,za �5��t,� , JrS�v�,..'-.;�-:.� , ' ��„ � _ � OF THE WA?ER MAIN ANYTIME WORK IS�UELAIT_0 OR STORPEO. � � 2-04" PVC CURB 0 T4ET � i � � � � � . i . . V� � V��(� C' � .".. �CON1R ,� TOR VERIFY TYPE �� F�RE DEPT. CONN�TI�ON ALL WATER INSTALLA710NS REQUIRE A 36 WCH MINIMUM C04ER TO ExISPNG OR ANTiCIPATED FINISH GRADE A�OVE � � . ; I �' � � .- � . QQ.�N � � � EC BRAND ��VITH FIRE �iECTION, �ESIGNER W1TH SIRAIGHTWAY � nie PipE. � ; � � � � ��� � � CHECK VAL�7E � � � � hiE CONTRACTGR SHALI KEEP TNE ANACORTES ENGINEERIN�G DEPAP.TMENT ADNSED OF THE PROGRESS OF ALL� Tt1E WORK PARKWG (ASPHALT) � � - ��� . � �� � . . � . � � '� � � � :� . � CONNECTION � BLOCK " , 50 THAT THEY CAN WSPECT ALL CCNST2UCT10N. � END "-�-�" � " � �� �� o �' � 1 . . �( � .� . � � ' � � �, �'�� � I � . . � a . . .. . . , �., � , � MINIMUhA 1 F00T VERTICAL CLEARENCE BETWEEN WATcR LWE AN� AL 0?HER UTiLITIES. WATER AND SEWEft HOPoZONTAL - � i� � r7 � ) � '� -�--� `. .. . � � ¢�� � 79 5' SEPARATION SHALL SE A t� FOOT MINiMUM. . � � � � � � s " � � ; �-� � ,� �/�� � �+7 (f � � i � 'Z ' . ' , � . ' P� . . DUCTILE IRON P:PE SHALL BE CLASS 50 P.NSTjA.W:W.A. C?51/A 27.51. JOINTS SHALL Bt RUBBcR GASKETS WITH . ' �. . '' .� � . � '�, � A�""' ,� � . � . , � � �' "'�d i " O PUSH-ON TYPE OR MECHANiCAL dOiNT MEETING A.W.W.A. SPECIf�CAT!ONS. � � � � � � . ; � � ' ' � � � � � I � � . � '� � �A''"-,. � � � � � . i � �� ' . . � 1 i i � . .,,-�.. ; '�. � A�L VALVES SHALL BE RESILiENT SEATE� WEDGE GATE VAL4ES (A.W.W.A. � C-509). . . . � i I Z � � � � i � ,` w . �T`'� �� . . . � � � � � . . � �RIVEWAY P.PPRQAC i I . � � ... ��� � . µ.,Y`"�^-., � � � � I . . . . . ALL HYL7RANT5 SHALL CONfORM TO THE CITY OF ANACORTES STANDARD �ETAIL AND SHALL BE MANUFACTURED 8Y i � . „ '� �� �� . � -_ ; � - � . � ;� � ��` � �.,�, � � � � s'" - -� - . . I PP� "WATEROUS" �R� "R�IJELLEft'". NO 0�}1ER HYDRAMS ARE ACCEPTABLE. THREAD SPECIFICAl70N5 TO BE COfvFIRMED BY � i i � � �, �� � '� �� � � . ' � ' "`�-,. i ��� ( � � . { I.. �1RE CHIEF, PORTS PL4CED BY FIRE CHIEF'S SPECIFICP,TIONS. '-���-- �� ,. � �•� � '� �' ��. �-...' I i 5 stoEwn�K , ) , ""- , ( ,.. H1'�RANT TO BE MODERN PROPILE BREAKAWAY SGSSOR iYPE AN�J 5 FOOT HORIZONTAL CLEAftANCE, 36 INCH -�� q �� ' � . � � � ` •� '� "'• � - � � - � � � RECONNECT EXISTING " , , , , . ,, , . �+iNiMurn euRv. WATER METER ; � � j I �� y�' i," ; ALL DUC?I�E IRON PIPE SHALL BE POLYWRAPPED IN ACCDRDANCE Wlhi THE MANUFACTURER'S� GUI7ELINES. POLY SLEEVES CONC. WAI�L BEG. i i ^' � � : �, ?�.�.`",`�'� � � `'��~R � '�l -- SHALL 6E 8 MIL MINIMUM hIICKNE55. i : E ;� :� � ! � --�--�� �---- . i r . . . . . � ; i / �- ; BELL HOLES ERCAVATeD TO AN EXTENT SUFPICIENT TO PERMIT ACCURATE WORK IN MAKWG AND INSPECT;NG ALL JOtNTS i �� i i �. � . : � ' . � � � � ' � � /� . _ � . - ----- -'_-. ;.ND CONNECT(ONS. TRENGH WfOTH SHALL BE 30 MCHES MAX. FOR 4" - 12" �IAMETER �WATER PIPE. At,L lVATER � � . �' . ' . � � ' � ' . '� � ' �� '`� "```'��- . 'JJSTA�LATIONS R:qUfRE A 3& INCH MINIMUM COVER. � i i � � '� ' � � .. ' � � . � ��` � ' � . �� p� '` � - �- � . '� ' �, , . � . �� �'�...� � ` , �., C ... ..-...,,� � I i i / � W „ ,,.. BEDDING MATERiAL FOR tHE DUCTLE IRON PIPE b!AY BE WASHE� PEA GRAVEL OR SAND PER 1994 W.S.D.O.L � i � � � I � , ; � �� ,, � �. � . , ; . `. _ -__ _-_ _ --__�..__. -- .--�-._ ...__...__. ___ .. . _. . � . � it N �`�. .„4�� � , ,. �TAN�ARD SPECIFlCATIONS., IT SHALL BE CAREPULLY RAA7MED AN� TAMPE� AROUND THE PIPE BY USE OF SHOVE�S OR OTHER i i�p � ' � � �. . � � � � �"'^R.i'� � . APPROVED HANC HELO TDOLS, 50 AS 7G PROVIDE FIRM AND UNIFOftM SUPPORT FOR THE FULL LENGhi OF ALL PIPE, VAV✓ES ' ' � i . � � � � � � . . � ' � ' �� � � �� �, �� � � � _,_.._.,_,� -- - -< �``'`�4.'"•�-, liN� PIT11N6 TO PRE'✓ENT SHIFT AND/OR SETiLEMENT. � � i i f' . � � � � . �� . � � � ' . .. . . . � � . � '� �� �. ,~ � .��. i i �i � I i � � _�_ �^�.:,",�,�� .Y ANACORIES PUBLIC WOP.KS MAY REOUIRE SPECIAL BED�WG PROCEDUftES AN� MATERIALS. lAINIMUM DEPTH OF BEDOING � � i i I � . � � � � � . . � � �� � � . � �� � � � . � �� .� � � . . � UNDER ANY PORTION OP PIPE SHAI.L BE 4 INCHES FOR STABLE SOILS CONDITIONS, 6 INCHES FOR ROCK�EXCkVAiION AN� 12 . S i � INCNES FOR CLAY, PEAT OR PTHEft SUCH NATERIALS, DR AS DIREC7E0 BY SAID ANACORTES PUBLIC WORKS. i �' �' � � � � � � \ � � I �� � � �i. . �j "; � .� � ��� � 1 ;� � � \ � � � �� BACKfILL UP TO 6 INCH€S OVER THE PIPEL!NG SHALL BE SANDY MA7ERIAl. THE REMAINING .. i. � � I � I ' ' n �; I �� � I . � 4 p � TRENCH 6ACKPILL�MATERIAL SHAL� BE PER CITY OF ANACORTES STANDARD OETAILS SHEET 5. � � � I I. � � ` . � � I ... � � . i � ��. . � �� a' °�;._� � � �Q �! �� 'RACER TAPE FOR ALL NONMETALLIC� WATER LiNES SHALL 8E "LMEGUARD INC. DE?ECTABLE ST STA = 14+00, ZE' RT � � � '� � �� ' � �� i ` �. 1 . � � 1 . � � � � i 1 �� '. . . �. � � . � . �°+� UNDERGROUN� MARKiNG TAPE', Oft EQUAL � B��FLGx6��FLG TEE � � I V ���, I ' I �� . ' � , � I � � .�� , � � �� � �• 6"FLGxMJ RS GATE VALVE � � � ( � I � BEFORE BEING PLACED IN SER4'ICE, ALL PIPE AND FITTINGS SHALL BE CHLORINAIE� TO � � � � �., � � �. � I ' ' � . � � C - � �° " THE SAi15FACiICN OF THE ANACORIES ENGWEERWG DEPT., AND A SATSFncroRr encrERir, � FH ASSEMBLY PER STD.�� � ' I � , � .•-� � . .�� . . .. � . �1 � � . �� . . � -�-.- . ` I SAMPLE ftECEI\�ED. CHLORINATION, DISRJFECTiON. FLUSHI��G AN� BACTERIOLOGIC iEST SHALL DET. SHT. 5 '��� � .. � (: . � � BE CONpUCTED IN .4CCOR�ANCE V.1TH� A.P.W.A. STANDARD SPECIFICATIONS. NO PHYSICAL ' � �� �/ � 1 � � � I coNNEcnoN s!�A�� ee Mn�E �o THE ExisnNc sys�M u�m rrie aHoaosEo wn�R�wE 8"FLGxMJ RS GATE VALVE ;� ; I° + , SANITARY SEV/ER CLEANOUT EXTENSION HAS BEEN SAMPLEO AND GOCD 6ACTERIO�OGiCAL SAMPLE HAS BEEN RETURNED � � S"FLGxMJ ADAPTER � � i � J � � �� , TG=25.5, IE=�'I:O � � �� � To rHE nNncoRrEs ENcwEERir.c oEP�RndENr. rHf cin oF aNncoR�s wiu rnKE, BLOCK TEE � � � �� � ^ ' SEE DETAII. S�IT. 5, � SANITARY SEWER CLEANOUT ?RANSPORT„4RP.ANGE FOR ANALY515 AN� REPORT RESULTS OF THE BACTERIO�OGICAL SAMPLES. ' ' � � I� � � � � � `� , � � ` I COSTS WIL� BE t'ASSED TO THE CONTRACTOR. TNE CONTnAGTOR SHALL AOD SUFFICIEN? � � � i i � . � . . TG=1H.1, IE=14.0 .� ��. CHLORWE TD TNE PRDPOSED PIPELINE W ORDER TO PROVI�E A 50 ?ARTS PER MILLION - � TREE i � i__� � � . � � , . � � � SEE DETAII. SHT. 5 � RESIDUAL IN!TIALLY N7TH A 10 PARTS PER MlLLION RESIDUAL REMAINING P.FTER 24 HOURS. ST STA = �4'+�8;,� 6CAP � �T�- i� I � i � � - � �� � � � � , � (� �� ' VA V S S 10 REOF � � . . � � � . ,. � � � , � , � - � �'.I AFTEft THE PIPE HAS 6EEN LAID, ALL NEWLY LAIp PIPE OR ANf L E ECT N h1E 2" BLOW-OFF ASSEMBLY �....-_._.__..,.� � � ,. �� i� ; t � . � ��1 . . .. 37.5� OH�� PVC .', �i SHALL 6E SUBJECTEO TO A HYDROSTATIC PRFSSURE OF AT lEFST iS X THE WORKING SEE DET. SHT. S CONC. NfALL END S �� / � � � � . . SO=O.'IZ4 PRESSUR: AT THE P�INT OF IESTiNG (1.5 X 150 = 7.25 i'SI). T}IE TEST SHALL BE kT LEAST � I I f _ �� � ��., � 21.5. 48" PVC ��� ,� � � � 2 HOURS �URATION qND MAY NOT VARY BY MOP.E THAN 5 P51. BLOCK CAP � � i � ' /� � � �' � �.\ SO-O.�Z'I� ' �� � � . � � � � � �. .� � � � � � = f� ,. CONCRETE REACTION OR THRUST BL.00KING SHALL BE PROVI�E� AT EACH HY�RANT, I ---- � �-L : � � �� �''� �� . . � VALVE BEND, TEE AND AT RE�UCERS OR FlTTINGS WHERE CHANGES OCCURIN PiPE OIAMETER � DRNEWAY APPROACH I � ; � . .. " '.�.. . , , ... ; '� _ . . . . .. __ _ ._ . . . . _. � ___._,. -- �. _ . � ' � ' OR �IRECTION IN ACCOft�ANCE Wlhi A.P.W.A. 1994 StANDARD SPECIf1CATI0N5 AND IN COMPLIANCE 'M1H 7HE FOLLOV.ING: BEFRiNG AREA OP CONCRETE THRUST-BLOCK BRSEO ON 20D PSI PRESSURE AN� SAF[ SOfL 3EARING LOA� OF 2,000 PCUNDS PER S4UARE�F00T. 6EARING AREA MUST BE AD.lUSTED FOR DTHER PIPF_ SIZES, PRESSl1RE5 AND 501L CON�ITiONS. CGNCRETE BLOCKIhlG SHALL BE CAST IN PLACE. VA�VES AND FI7?INGS SHALL BE WRAPPE� 'MT1i POLYETHYLENE PRIOR TO THE POURWG OP THE � hiRUST BLCCKS. ?HRUST BLOCKS SHAL' BEAR AGAINST FITiINGS ONLY AND SHALL BE CLEAR OF JOINTS T� PERMIT TAKING UP OR DISMANTLING OF JOINT. CONTRACTOR SHALL IN57ALi BLOCKWG ADEQUATE TO W7THSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUS�Y WITHSTAN� OPERATION PRESSURE UNDER ALL CON�ITIONS DF SERVICE. MINIMUM ROD DIAML-fER SHFlLL BE 3/4 INCH ASTM A-307 WITH 36K51 YIEL� STRENGTH. THRUST BLOCKING AN� SHACKLE R0�5 SHqLL BE REQUIRED ON ALL FIRE HYDftANTS. 7.B. i}iRUST BLOCKING IN SQUARE FEcT-THRUST BLOGKING SHALL BE APPLIE� AT ALL BEN�S (11-1/4 OR GREATER), '�ES, CROSSES, VAI.VES, AN6 BLOWDFFS.� CONiRACTOR TD RE570RE OFP SIiE CONSTRUCTiON AREA TO OR!GINAL COtQ�ITI�IJ. � � A VALVE MARKER POST SHALL 8E FURNISHED FOR ��ACH VALVE LOCA7E� OUTSIOE OP THE PA�MENT AREA AND SHALL BE A 42 INCH PORiABLE iRAr"FIC �ELiNEATOR POST W1TH 1WCF REFLECFOR STRIPS. THEY SHALL 8E NEW AND BURIEQ 24 INGHES �EEP. THE LETIER "b'"� AND � � TME OISTANCE TO THE VALb'E M FEE? SHALL BE STENCILED ON THE POST IN 6LACK ENA6fEL � FANL CON7RACTOR SHAL�'JERIPY SIZE. TVPE AND SRAND�NAME OF F!RE CG'�NEC710N1�INE AND � A?PURiENACES WITH RRE PRDiEC�iION SYSTEld pESIGNER AND QTY OF ANACORTES FIRE CH!EF � FRIOR THE CONSiRUCT10N. SPRINKtcR SYSTEAI FEE6NG LWE SHALL BE �ESiGNED AND .� �� INSTALLE� BY CEftTIFlEP FIRE SYSTEtd LIESGNER AND CONTRAC?OR. � . ________�� -S f � I f � � I 30i' 1___3. _ ___'__i i i I C 66" N � i �� Z I 6h � � ��, � STORAGE PIPE CROSSING DETAIL � � N.T.S. � . � . --_ ' _- __ .___ ' _. -- _ --_ " ' _- .- " -r„_,.._. _ __- _ _._ ._ _.._ _.-_� -. _ __ _ _ _ _ _ -_� __ PP - -- - - - - -- - �.-.,� �__- _ - ------ - • - I � � � � � ,' S��8959'34,• 1�J 299.67j � � , S�� � . . � �� S . . . . . . . S . , . 5 . �. . � S 5 i � , �. : . . , . .,. _.____-__�__ ..... ..._.._ ____._. __.__.._ _ .__ ., _ _ _, . . . � _ _ . ..... _ . �� r, _ � �i � -- :�-�--- �- j : - , , -- ----` ----- --------------- � --- ' . -�_ .- - - _� . . � . /� � . � . � - -� . . . /- - . . . - m . �� a � .. .il. � - Z �,. � ( . o� � � c? � i � . . r � � � . � � f�A CJ . .F'� .. � :v � I . .. � � _ J � . • , � a � m � EXIST. SSMH � .-.� �-----------� � c� TG=37.59 �d �n ci � ' ( EXISTING 8" SANITARY . a, I � � IE=23.76 W,E v� � SEWER MAIN � <� I � � ' . . � . . � �t � ., , . . � + � . i ���, � � � .Y �,�4��c;�`S�.e� �����e��? ��2���i�`r,' ! o _ � �. + \ 1 REV. PER CITY OF ANACORTES AN� � .. . . W a w - i.LsS.�.....,r��� � s1�_ti\ �� � IF�G��. � � i i ��5��`,�� ��}�� EV. No. � DESCRIPTI ��-'�--�-- ���\-�L''� � PROJECT NAME: i i � . w� � � . .: �� 40 .Q�, C�.2�'�-�.'�e..�fl T�S�� C:..G�n�,1� 11_ � ri,� �'.ri� /I' %6� y�q� %A� ��L�TJ� �I i I � .> io� � . . . . . . �`V c7�-�'�sdc.��'�c,� ��. '�,.a ��j,.�':'+_v�',v�c.� *.����VeAska��, 3 ��•JSV�c�♦�� � � M "APPRO�ED FOR CONSTRUCTION" �` ��' s�'�\ ^� � ��.,H r�,� PROJECT LOCATION 20 0 10 20 40 `" '�,� � i�6' DIP � "g730g ,��,,%�� PREPARED FOR: 1 � (POPOSED} . . � . SCALE: 1" = 20,. : . � . . � � �L'y, `��G7..°'!�.F.�,;'�`�1� . � 1233� CfTY ENGINfER �ATE �g,�q,eV� �Ca� BE nTTENT1oN! - FB/oPnc ` GORDON w. BRUCHNER, P.E. �'� T�I CABtE APPROXIMA7E r.o.n,--="�"-A.m,....,,..,_..�.... �OCATION �txsia€s 9/t�( �qR? .._..�._ � DRAWN BY: .W_,__ � CHECKED BY: Z I � � � � Q � c� z I r � X w o� v � � � , � � � 0 I i�� � � I B i I I W a � � i 1 Z 'I W STA=0+00 BACK E% ST. SSMH TG=17.96 IE=7.67 W, N IE=8.26 E IE=7.64 5 7 � I Q r � � � Q H I Z � 6 (¢ I O � Z `� s + �a I m � � I Z� I � � I � � w [�i� I a 0 \1 �-- SEE �ETAIL n+is sHeeT 24.0' f I I l i I � STA=9+51, 14.6'R � J O I I V E X I S T. 6" D I P � 6"MJ 45' ELL i BL�CK ELL !,� STA=9+442, 44'L -yy Exis7. F.y. ,� 'I S7A=9-t-60, 24'R 6"MJ 45' ELL � �� SiREET IIGNT BLOCK ELL I 1-- STA=9+68, 24'R J--- I 1-6"FLGxFLG TEE ` 2-6"FLGxMJ RS GATE VALVE � 1-6"FL.GxMJ ADAPTER ' , � BLOCK TEE � _._- __.�p �"._.-____ . 13TH ST. _�_�- \ ' .. �\`_-__.__ . . RISER , � � �- EXIST. SSMH � TG=i 7.2D �! ___ -fl iE=7.13 S, N i 3�=�i.4� Nw j , I �� r I K ,� � � I N � � ' Z � ;� ro Q I C9 � FW 1 � � I � � � f � I i � f I � i I � ` � o i � I + � STA=11+15, 24'R '� 6"fLGxFLG TEE ,, i 6"FLGxMJ RS GA7E VA�VE ' '� 6"f�GxMJ ADAPTER , � FH ASSEMBLY PER CITY � OF ANACORTES S7ANDARD , I DETAiL SHT. 5 ' � BLOCK TEE AND FN � 7 � _'_-----�, . ,� . , ��-----f- STA=1i+4o, 2a'R � 6"MJ CAP ,� 2" BLOW-OFF ASSEMBLY PER I CITY OF ANACOR7ES STD. � � DETAIL SkT. 5 � 9LOCK CAP � i ..., � � ,� ', � . ; � STA=0+4D BACK � � EXIST. S5MH IE=7.51 S,W J 1 TG=16.08 IE=7.48 N � � IG ARCHTECTS COMMENTS ' I.K. 6h5/96 . . � � v v teu as �u� w N✓� v v r�uu es a�eeu+s�+ .� I. .3 111' ..7 � .. � i � il � I �- � � � I ,. � � �� � I I' I il �i� - � � � � -_ � + I - ,_., - - _. ,-'` � � � � I � I� ( i +b12'� STEEL PI?E (SLEfVE} � �y � '= � ' � ', ', � 'i �- - - - - - - - J f UNDER ROCK RET. WALL _ . .: ` � _. . f � f -o- � -" -- -___ _ _ ___-_--- �---,- -- -- -,--. __ ----- - --__ - ----- - �.- - - - - - ' -- � _ - � -��� - � _._. � � � ----� - _ ;, - - - f .� - � - cs . . . .r�- ._.._ o - - . . - _sa- w� . � _ - .. -- _ - _ -�-- - ST RM DRAiN NOT - _ � 0 ES i -- - - - _ . . . . . . .. . _ . . .. . _-.. ... '�--F^f _ __ . . C4'. . . .. D: .. . . IY : . .. . � . . - -2tiTi . � . � . �. _� . ---- � � . . . . _ � _. .. .. . . - .. : � -. „ . . . ..... . ._. . . ... . . . . . _.. � .. ._ T _... _ Q . . . . r � .: � . . .. �, ... -- :. • i cs ._ . . . .. . - � . � ', . �. �', I � � � . � , ' � � � 89.r,g,��^. � . 2,,�,p 7�r .�. I . � � . �. - ' , � � . ALL CORRUGATE� POLYETHYLENE PIPES SHAL� BE SMOOiN IN7ERIDR AN� MANUFACiURED rRDM HIGH DENSITY � � � i . � _ , _ _ _� _ _ _ - _ _ _ _ _ _ _4 .� � - - � - - _ _ _ _ - � _ - - - - _ _ i - -_- - - - - _ _ _ _ _ '. . POLYETHYLENE ftESM WHICH SHALL MEET OR EXCEED THE REQUIREMENTS OF TYPE 'll CATEGORY 4 OR 5, GRADE � � . ( i �' = T _ _ _t�- � . ' _ _ �._ __ _ _, _ i� �� ! � . P33 OR P34, CIASS �C REP ASiM �i248. iN ADDITI�N 7HE PIPES SHALL COMPLY V�ITH ALL t�fATERIAL A:JC7 . . ��I � �� 43' �6" PVC • 4Z� �B„'PVC 3'1D6�� PVC 47, �8" i -___ L 1 , ,, STIPPENESS RE4UIR[MENTS OP AASHTO M249. T I ; c> S=0.01 S=4:01 ' - -- --- � -- � ' ` - . r.'7 � . . ' � � � � I .� � " � � � - . S- Ol � S=Q,� VC � - � ' � �- -��' �---- - �� � ;�i 1 I , .� � . � . ALL FITTINGS AN� ACCESSORtES SHALC BE MA��UFACTI:REU AND FURN.ISHtD 8Y THE PIPE SUPPLIER. �.. � . .. _ � . ........ _ �--__ � . . , I � I - a� CLEAN-OUT ; � ' t � ACCESS MH, G=16.25 � ' ' � ' � � � I � f. � ! N . � . . �. � ' I . . � � - � ..I � �. . �.� � � FHE CONTRACTOR SHALL BE REQUIRED TQ.PLACE METALLIC TAPE OVER ALL PLASTIC PIPES. TrIE �.1ETALLIC TAPE � � � ' ' � � ( ! ' � �' uj i0 II TG=Z7.S ..��" NDS YARD W�ET � NRS YARD W�ET � � � '� � ... r,�3.,.. . . SEE DET. THIS SHT. � �. if : ( � �- � � � SHALL BE MINIMUM OF TWO INCH M 4N�OTH ANDPLACED CONi1NU0USLY THE LENGTH OF STORM DRAIh PIPE. � � . I I I +, I i � �'a IE=23.68-' 4$" GRATE b6� GRATE ' ,, ., �a PVC � i �� ' �I 1 .. � I � ,',- •�G-Z6 8 �� I�G � S OO� N�S YARD I�P�LET �� ...._ S_O.Oj 'e' 40 I � � ALL STORM DRAI� PIPES SHALL BE BEO�E� AND BACKFILLED W:1}i MATERIAL PER SPEdFICAiION SHEET 1 AND � � ��� 1 �. �� HCCOR�ING 7� DETAIIS 6N SHEET 5. � f � ' ' �� a2x IE-23.25 � 32' OU7' I d ' � � �i � � � I'lf � �°i ��� � � � �� � ( � �'� �I 2�� ; � � I - � � ' . � � OS GRATE � � i �� � I � , i . � . fO�TING pRAINS AND ROOP D�IVNSPOL'TS SHOUL� BE CONNECTED TO THE STORM �RAINAGE SYSTEM W LGCATION ! � �� � I . TG-77 S . . . �., . ' � � � . .. . . . . SPECIFlED 8Y ARCMTECT AND/OR CONTRACTOR. DRAIN PIPES�AND FITTINGS MAY BE POLYVINYL CHLOR!DE (P'JC) � � � �` , I . � � �8� GRA C? WLET � TG� 25.0 �� �� � -' �,� � IE=14.53 � f- . , -r:�, , �,a p � � ��� j ( � ��� W � �n�� �� � 7���a nsnn sosa soR ss oR EQua� � '� � � I j � '� � � �- � � � � `� ' ' � �' � '�' � � �� � � � cI � � � CATCN BASIN SHALL BE TYPE IP PER WSDOT STANDARDS SPECIFICAT10N5 �DWG B-ib. PLAT TOP FRAM,E � I I� , > ; TG=26.9 ; IE=22.83 IN� � � r_,_ ��.���, � , z , ", I � I ��1C�Ii11�E�$19VC� � � „� � - 3.SS i'� AND GRAOE SHALL CONFDRM TO WSD�T S7ANDARD SPECIFICATlONS �WG. B-2a OR B-2b. I � � � -_� - IE=23.84 IE=15.32 OUT � , , ; -, i Z ' I 1 �_ ,' BLOCK 90' ELL � � t- ���J� o c"�o ' � �'� i FLOW RESTRICTOR AN� DIL SEPARATOR CATCH BASIN SHALL BE TYPE II 54 INCH CIAMETER. MATERIAL SPECIFICA110N � � � � � � m � � �� � � � NDS YARD INLET i -� ��-� �- U J a � i�� ''; h �� � �`�7 I � � � SHALL CONFORM TO WSDOT STANDAR�S DW'G. B-3. CATCH. BASIN SHALL BE VERP.CALY ASSEMBIE� ACCOR➢NG TO .. � . . 1 �� ; I �' � ' fl � . . . �/ . .. � } � . � . � .� . �8� GRATE .._� � . . + z 2 W I I . � � '� '�. �.. I .' i � - . OETAI� THIS SHEEL . . . . i � ` � . � � ', � ��' �� � � .� � . � � . � TG=1%.S � � . M N � - � � ' � � - � Q I � �� - llNDERGR0UN0 STORM DRAINAGE �ElENTION STORA�t SHOULD BE PIPE-ARCH 66 INCH SPAN 8Y 51 INCH RISE, � � � � - � i ' I ; � ' . � � � � � IE=1B.3O � �� ---- = �� `t `t O � � � °� . � . I � � � CORRUGATED S1EEL, GALVANiZE� AND ASPHALT COAT=� OR CORP,UGATED ALUMINIUM. EITHER MATERIAL OPl10N � � . �, � . . .� � -� � � �� � Q � O '� ( � � � . � SHALL HAVE MINIMUA-0 3 INCH BY t iNCH CORRUGATIOM1, EQU:VALEN7 STANDARD GAUGE 74. EN� PLATE AND ACCESS I . � � I NDS'•YARD INLET � � � � �� . � � � � � � o O o � � � �, � � . � � � 5 EEVESGASKET (ASTMMQ D�56) AND BANDPTYPE CO IPL RHDF"OR BON57RUC�TIONTAN ONN TA�LLATION SE�E PIPE SUPPLIERE . . . � '� . I . . . . . , . . �� � . � . , I . ` ( :I �8�� GRATE . ;� � . . . ,� � . � � . ; . . '' . . ... ,. ..__.. c Z L] � ( i � � T O .. � � � . . RECOMMENDATIDNS . . � .' , � �- � ' � _. -_ -___ - � t TG=26J � �`� iw-in ` � s � I I, NDS YARD IN�ET , �x � Q rn ' I I RECOMMENDEO YARD IN�ETS, GRA'ES, ADAPTORS AN� PITTINGS ARE N�5 T1PE. UATERIA�, SHAPE AND ASSEMBLY . � . �. iE=Z4.3S ;� . � �� .__ _ � i� :i . � a � ��. �. �. �' ,� ', � . SHOULD BE PER ARCHITECT SELECTION. PIPES AND PIPE FITTING SHC�UI_C BE PVC TYPE ASTM 3034, S�R 35 OR EQUAL. . � ' ` �, I � ,' � ' . �1 O� GRATE • -�- ' '�� , , , �' �V � _._ _ _ __ cp (7 U J � . � � . PIPE BEDDING AN� BACKFiLL SHOU D BE ACCOftDING TO SFE :'�FICAPON SHEET t. ASSEMBLY AN� WSTALLATION SH�ULO � , � ' � ', � � , � ' ' TG=17.8 , j -. _ N� YARD WLET � � � � � � � �� � ` I I . BE PER SUPPLIER RECOMMENDA710N. . . IE=16.33 � S �.r o.----- � I' N ( � � 7 - ----- . I � 1 � I , � ' �; � f � �,,3 VH � � ',.. ` 610TG=R 7..8'� ^��� I ' °��' �t' D4 _ � ., - � _ _ _ � � ^ d5 ,y . � • � �C `'� _._ _ � FLOW RESTRICTOR __ . � I� _Y I � I' r"-. P 1�-15.5 � � ,. � � � � o , \.�_ �-� � �' , I. � o i i �,`U ��,. AND 0!L SEPARATOR I �r 'S � � �� ', 45' 08" PVC, 5=0.01 SDMH TG=17.8 � ' I�� • �, > I ROUND MANHOLE COVER WITH � � � ; s s.�'s�`at' w , , • 5 � LOCKING BOLTS PER WSDOT S7D B 3 �:: _ _ , , :. -� __ _ - � _, � � � ' ; I I c� T �_i'3.E�• ' ; , -^, _��� {, IE=10.62 .OUT E � � 9 �� . . _.- . , ____ __ _. _ _ _ - --__ _ _ __ - ' _ ,,� _ I � a ! : j �;r __ _ r t IE=12.62 IN W _ 'a 'f'I 3 � �,� � '= I ; • .` , r �� �� _ E DET. TkiS SNT. „ � . _ � � EXIST. S5MH � , ` ; � I � � � `� / r � � � � : T�=17.03 /� � � I � ��% N o � N I I I � � IE=10.40 OUT S � , ` ' � � � � .�/ �Q o � L � IE=10.50 IN W j I i � ` ND$ YARD INLETJ 'o �, � i 5 8 7' 015" ADS 12 �� _----- r- < a ALUMINUM ROD HANDLE MAX. 18" �� I i � ;' � � � 010" GRATE cn _ � . g- 16.0 SLAB�BTTM. � j � m� � , TG-17.8 .~ � 12 �- f,, -O.Q02 I - PROM 70P WHEN GATE fS CLOSED �� t � � � 1 ' � � '� JE=16.�0 � � � � � � � � � ( `� � NDS YARD INLET I � z. � PQ�' �� � � � i � I j I � 9"x9" GRATE � � � �� y , . ��10 � 0`ZO' "� � ( � � 14.85 TOP Of 15" RISER � I � i I HUB A�APTEff � �� CBTG=77.�8 � �C Y, "69 5%� `�3���s' , �,: � � ` � 7` ; ;' I ' TG=26.5 - � , � - - - - � 1 ,, ; � �,� � � � � IE=t4.d0 OUT � � i � � ' ' �, � a � W � � � , IE=25.00 ' , } , i � , '- -n IE-14.65 IN N � ,.��. � ' � � , � � ; �� _._. � ��-,3.�, �N s, � , � .�;� '���` , � ; - v.��` � ��� 13th ST. � , , '� I � , � � � � � �� _,� �, 13.65 TOP ORIFICE WITH � i i o' I; � , _ , Q � t . ` ' �� � 3.01"0 RESTRICTOR PLATE w I � � . I NDS YARD INLET - , . ---- r- ' , � � � � � �6E" GRATE 1 � � � � p i � �' i 3 �----- � � � i - ' � � i TG=26.9 , ��- -- �l _ ' �- , /' � ' \E t i � Z i ( IE=25.4 . _;-� ,I _ o � ! �f 1 � _ _ __,�_ � ___ __ � _ CEMENT RTA - ;n' 126 � ; -__ : � � __ _ ( I' - t _ MO R ^ , �. � s � i 6"0 PERFORATED PVC - i � o I �� � 1 ° COLLARS (TYP.) ' ° I i PIPE, IN GRAVEL TRtNCH - � x= w � � CLEAN-OUT SHEAR GATE � � ' j�sa � SEE DET. THIS SHT, s, CLEAN OUT a �� I ' I� � `, PER WSDOT SID. DWG. B-3 � I � �F ' evs9•ai" r_ S� TG-24A Q aw �� I j i �; I .., ,' , � . . :. . � � � 5=0.0 5 i � . I I �ss.h�• ° O� ,0 1E=22.5 , �%' `bo � W � N _, f � � � / I ' c IE-75.5 � ) ' `V J �n � __ ` N o 0 ' f l �� I t0 m6" PVC 2 ` UNDERTROCK �RET. WALLE,' � � Q Q� 2 ( SE a��H, TG=16.25 j 6`i' p� , � � I � � J�` �� ^ ACC S d ��T� THIS SHEET I I . � � `�/ � _ X � � � II � ��' ' ' ;02 \ 47.5 0" I�VC. S=0.01 , ' + I 8.60 N I � i \ �l , � �a.- i ! ' ' 40' 9+6" PVC ' � � I � � I � \ � S_o �, `�° � o J , � I RESTRICTOR PLATE d - $4u� - ° � ; j � � � I � � NDS YARD INLET ' �� � � 5=0.01 ,/ �� �� ,. � � � � � W 1.17'4 bRIFICE � � � � � � � ; ; , \ �I� � � � g �. TYP.� � 9��x9" GRATE + i : � ._ ( � � I, I ! 2 HUB ADAPTER NDS YARD INLET ��NDS YARD iNLEi `�- -� I � ; ' � ; E TG=26.6 I 0fi° GRATE � 08" GRATE �"�i �i I� I PIPE SUPPORT 3"x0.�79" STEEL a 6.80 j ! i I IE=25.10' � TG=17.8D � TG=l7.8Q I i � I � I QR 0.075" ALUM. BOLTED OR n.. . ° MANHOLE BlTM. � � � � IE=15.30 � IE=14.90 t-NDS YARD INLET I ( � i � � EMBEDDED 2" IN WALL AT 3' � ;� � i � ) � +DtO�� GRATE � ` t�� � � SPACING MAX. � i � w ' / TG=77.00 �, j � �' � � I / ? i �'tn � � I IE=14.42 I i ,-' ; � I 54'�0 CATCH BASIN TYPE 2 PER , I �; I. � b� NDS YARD �INLET I j ( I � r°) 4�(� �,, � WSDOT STD. DWG. B-le & B-3 � � ' I' °? FS" GRATE� I, � , I m ' I� � i � �+ � � 1 � � �� � TG=26.6 ! , � ��� � � � � ' � ( i � � �� � y�� � < IE=24.61 ; 1"`Z � ,� I � + I a ; �, CLEAN-OUT 4 NDS YARD If�LET 1;� ( ( I i i I F TG=18.7 . 9+8" �RATE p 3.55' I f� � � '// '' j � , ; �` c�EAr,-our CLEAN-OUT I ' CATCH BASW TYPE 2 WITH I' 7E=16.40 � TG=17.8 , `.�' � `, � � � �( � � TG=27.5 ' TG=22.5 ; �� iE=16:so � � I . ';� � FLOW RESTR(CTOR AND OIL SEPARATOR i i � i�=23.a iE=2i.ao , � � � � � � �•r� i � �� � j� o I j -,s=�. _ _ _.�e_._._ � � � � � � ��%;� � � ! ' � i NOT TO SCALE � � 4 f � ' �R �a�I� __ ' ' � � � � � � � � � I 2 I� � i � . , �..` A E 5 MH�''. TG=17 0; I f F � , 16' 06" PVC � �f� I 9 � I �._---- -.___. �.�: : ,� S=0.01 ` in 154' 08" PVC, 5=0.022 73. ,' E� ET. THIS SHE T r � . _ � . � ` �) � ' � � � ( ; - 9U' 06" PVC, 'S'-�0.031 34.5' 06" P _____ cv � I , I r _ -- _ _- -1.._- . _._ - -=-- S Q 1 - - -_--- -- -- -- -��.' - --- -- ¢ 20 D 10 20 40 - - - -'_- - - -- - -- _ --,-_� - _- . . _- -- - --- - - - - -_-- .a- I -T-- - -�-= 299.67 - .- - � - _i- -. - j� I __ ! iI � S 8� 5�,3,��� ' a� , � � � � , �I ; � , � , <; I , . i (� _., , � . _ �T , , : , � ; ----- - - ; --- � ---:- _ '� �- - - -`- -- - �':� - .� �'` � SCALE: 1" 20' _ � � � ��,. � I _ _ - -- , I --� --- ,-- � ,---- -- � , � `, I � I 3 i o --� �-- G - � � ---- � /- � �------------ �i � �1 � � � ( N � � 1 ( ; i y �oFQ�. � � " . M N � cV � CL I � . c� � cv � , , . . . . I �� . � . � � � � " '�� ��`' 2% MIN. Q�`'rl,� � ( \ I �------ ----� I � � '� - ---�.. ��'4� I I � I � � i TOPSOIL BACKFILL --- % � , ~�" ,�: � � � FILTER FABRIC y N � � � I � I I TYPAR 3021 � E � � � OR EOUAL �� ---�- 1-3/4'" WASHED ROCK ' $"� PERF. PVC _ 78.18----- - 75.07� 96.21' i --------- r.-- -- -- ---- �RA7E INLET W LOKING' 2• PIPE SDR 35 .- ACCESS RISER .�G ACCESS RISER BOLTS PER WSDOT EROSIOI�,�SEDIMENTATION CONTRO� NOTES OR EQUAL / 036" CMP � � 9 036" CMP - i O�G . � �� . TG EL PER PLAN 30�� G 1�• �6Z5� �625 �c �4" � SEE SHEET 1 PDR GENERAL ES.C.N. : �- MANHOLE TOP SLAB X-SECTIOI�i YY iFRENCH �RAlN) 1 TEMPORARY CONSTRUC110N ENTRANCE �� �9 ' i 3 COMPAC�T�ED PIPE 2 STRAW BALE OR FILTER FABRfC CATCH BASIN WI.ET N.T.S. ------ ----- i ,�04 � I; �� 3 FILTER FABRIC FENCE � � BEDDING �' ' I � � ' OR PARKING STRUCTURAL i I �`� ;�; I T�A I ` � SECTION t RE�J.'PER CITY OF ANACORTES AND DBG ARCHiTECTS CDMMENTS LK. 6/16,/96 30^ 4136" PIPE i I i � �F� 03fi" PIPE • 2:5' � ' oj�� EV. No. DESCRIPTION 8Y: DATE: APPRV'D. ��� LL I,�O� BOLTED OR WELDED PROJECT NAME: i S=D.OD03 �.}� � S=0.0003 - �ll ' STD. MANHOLE STEPS , ; � ; , � , - - ,z�� o.�. � ��� �6���L5 ���c�o���� ���o� �o��a�rc� �� � � �Aur� f� � '1� \� ( I ; � oa'cP ' 66" � "APPROVED FOR CONSIRUCTION„ � +� _.., �d� �o. o , ,� � ,� _ ,��. ,. , , �, ' PROJECT LOCATION: , HLOCK 55 AND 56 , isi.5 � '--' ga.5 . � � '� , 'MAP OF THE CITY OF ANACORTES , 66"x51" PIPE-ARCH I ' 66'x5t" P1PE-ARCH � �-� CITY OF ANACORTES �, xs PREPARED FDR: DBG ARCHiTECTS PREPaRED BY: K I ENGINEERING STORAGE 2' _ 2' STORAGE X-SECTIO� XX ` °���, s��'���� R�-' 12334 NDRTHUP WAY. #D 4Q20 PETEFiS LN. ' N.T.S. CITY ENGINEER DATE u'�n:�'J,,,�"�1; ;.;ti�"✓',a�: $$��7j7E, WA 98Qd5 ANACORTES, WA 982221 I 454" CB TYPE II - FLOW RESTRICTOR AND GORDON W. BRUCHNER, P.E. �a'�lv,�L�=� TEL: (206) 865-2969 'i'EL.: (206) 293-4825 OIL BEPARATOR {SEE DETAIL THIS SHT.) r. STORM DRAIN UNDREGROUND STORAGE DETAI� ,, C�.�...�...m._._..�..m.. r FK�iREs,3'"�':3,� �aR7 j �RAWN BY: I.K. J08 NO.: 109-01-96 SCALE: 1°=20' CHECKED BY: I.K. DATE: S,ATUS: CONSTR. DWGS. � . . . . . � � . � N.T.S. � � : . . . � . . . . . . .. . . . . . . . . . . . . : . . . . . � . DWG. NAME: ��UO �6L�i�SVJS �dSl3LzS1S�6V JS J�1s�LLV SHT. . No. . . �a�5 , , _ , , ,. _ . . -.. � - � . � _ � ��.. �.�� -� r ��- . _ �_ . �, ,� __ : � _.., , , ;, , . �. .. .... , . .. . �... . �:.. � ..Yr:it � +z , .. . . . .. . .... .. - � . . , .t ,..�. � , . . . . .. . . . ; . , � . : . . n ,;: � .• _ s,,.t. . .,., �.+� � , .... s .. . .. . .:., . ., Y <v. �'l. . . . _. . , , ... . I . ,�i , ° 'i'. e'�r ,.': . . a..s. . . . : . � . .r � #�e�... . . . . . � F� . _ ...�. � - �� u ..... n , o- ;. . :�..... '.:9 .' �'�. , . -:: ` . � '� . . . ��'� f. . .... . .... ..�. . ...:... .. .4.:. . ..... . . .....�_ . � �� n �ev.:. ' . . . a ,� - : _, ._ m, �, ; ., ; � -� � ,. ., .. ..,. .:.� 'ry . ^. . _ a . r .1: ^ � .a N ,( . :.. � . : 5. . .�. 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J06 NO.: T09-Q1-96 SCALE: N.T.S. i . � TYPIChL �SFWER �TiJB