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HomeMy WebLinkAboutPlans-2003-Portalis - RESIDENTIAL SINGLE FAMILY BUILDING� ,--: ; , i ; � � � - ISANRARY SEWER ; � O �c,� � ' LIFT SATION � � _� `` ` _ 7 7 + �� O �.J L.J � , � ^ ; ���� ,. --' ;�: _ I . . .I . . .. . . _ . ' N NV � g t / a ��� � 2 .� � � 6� ��. � � � ' �l5 r! v�5 {�q,o� �re � ( , s '' � I � $ p 1614� � �g g�1 � $ f � � i . . � � 65T � 6 .�.6� � � � . P`1 � q � at�s` W' � � z o - A���, , � r \ Q �,5 25T � � � I ��� 1 Aci.zss � V � � p�� . U-71290 Q 1 �.- u e f ... •. aT,' - � � i 6 :: > � �" . I \ 1 r 1 1 Q.� ,r— •. . 3�ry R 14 'Q `'� �L'' . . �\ ' J 06� � CI ..........., � � •' 15T r � � � �Tpl \ , Ko ,3. a�yow � U7838 a,.,,. w � . �°. ' 2 � , �� � v- , j U2i�9 � �:. , � g � ... I I �6 W 2946 ��N•0• -' 'o ` I � D r � is"soo KVAR, S�K �• e�� �---"C `�ti 7091 �COPPER : I ` � � ( _ �d7q 12 �� �i / / 40 ; �/f : . POND . : � .• •s�. ' n i w R. a'eD� / ..• , 18 , 1 �Z � e ,, � �; _� ,��, �� 876/ �4 � z5T � �� I __ / / . � ........: � 1 ' J-y� `✓ O I � �oe�I V � �� ��i a/ Af1T Siin� U�1872 25T � ~� '' .'' v '�� I OVERHEAD CIRCUIT MAP � � 3 �%�j � 5 I 16 / � ; # �� ( � 1 4 �, : �, � � -- -- -- -- -_ --� ' � � 1- � 3 2 � 1 A��� � • �-- -- __ 15 -- -- ._ _ _ _ _ _ � ,- � _ �. � .� . s..�N . �`_ -- -- -- -- -- -- —� -- I � I I I � 22 23 2 2� 2� 2 � . FOREMAN (CF1EpC80XWHENCOFPLE7ED) ❑ PSE EWlp�isnt LOCl�079ECURED 8 Wdk A�ee b1t In CLE/4W3J1fE (b ❑ ONd. Cede� wM Swllch nunfieia lNSTN,LE9 6 VERIF�O. ❑ �m cn.,ys, �o ue+Eo 0o n�+R. �, ❑ Meterlal VERtFlED end CFiAN0E3 naled on Pepe�wak. ' ❑ tWnl PRIMARY Cebb ireled an Asb�f., �re ❑ Cort�perry IDKs RECORDED M ta�at.t bcetlon on As-0uR. ❑ I M N a M c o n a e t F U 9 E S I Z E a i A s� d � 1 1 8 V E R I� P H A 9 E. ❑ Correct OA qbcklkl(e) revbxed. o �������-��a,s.�. p � eemry nist e,e wo�k peeamea rnsete rses s�de sie poeeauee �a md � m»�r re�u�r� ae �. Foreman's Slp�wlue PNM Neme � Dete I � /� I � � �j � \/ � � /�/ ( \ % _�� 495273 � �'� 155485 FUIURE PHASE 6 . 455271 /i/ �nc�25t � 5W 2946 ' / � 155445�P'X '''..�,.. � ���/ 3�^-300KVAR � \ , ..r �� . '� ��.. . . / `�K . � 7 2 '' � �� � ���' � 45sz7s � v ��I / 155478 I � V � / �7492 , .� 15T � � .� � � . � � � . I ti � ; �; � Po�a�IS / ( � 1 1 � ��- . , y_--�, - , % � ACL255 1 �'� � ����' \� �\/ i� � / � -, '�,,.,r � �� � -._- .,10 � ; - 2 ,�.� ��. .�A��� �_ � �, : �. . . , I ( � ' `��' ' P'� ' ,'�- u � � � � ✓� � �� 1��� � �-�1 . � � \/� ��,� VIc1nHyMap � �,.1 A � N/A LJ Io � I ;v 455282 � /'� � � 155498 � \�` Y 1 455238 � % � � ` � NX 155419 i,' I 1/ �� 1� 455233 �i � � 155403 ,� �\� � � �/� 1 "� \� 1'� 1� � �'t I I I I � � I 0 � I � /� `� �� � _ 455261 C' v /\ 155466 Gov �\ V �/ � `�d 455257 ` G��P��� 155468 /� �V j �P��,�S p`�a / S o�y,E � � � � NX 455252 � 155451 455248 155454 \ �o U7271 � 9-���-�10 � ,� �����o�,s-�� 455238 ��„�� �� USE� F�R 155436 ��� � n,,` : --, P�oJaet Mmaper Confaet I�armatlon: DOUGVORENKAMP 881-7805 Celf Phone N!A Pager "l.acales Requi►ed" Yea ❑ No ■ "Oufages Requlred" Yes ❑ No ■ "Flaopinp Requlrod" Yss ■ No ❑ e � ,� _.C'�P�� ��54 5 \`U' ` $� 1+L �,�06 f ' �, � � O � -1� � - Owner/ Developer Contacf lnfo 496404 WASHINGTON INC 1604 COMMERCIAL AVE #109 ANACORTES, WA 98221 ATTN: RICK ALMBERG (360) 929-0240 office --_ _ . .. ... .. .. . . RNtihVhiMtK' UNTY Emer Sect Gas Wk Ctr POWE— R WK CTR SKAC3R NSKGE SEC OP MAP � PLAT MAP �Ap NO {POWER) CIR MAP NO CIRCUR NO 3501E087 3501E098 8RW-18 PUGET SOUND ENERGY D�IGNED BY POTELCO � CAII (S00) 42b-5S55 2 BUStNE33 DAYS BEFORE YOU OIG TMS 81(ETCH NOT TO BE RELIED UPON Fdi EXACi LOC1VTqN OF FACRITIE9 :5TATFJEASEMENT PERMIT REpUIRED 70N CONTACT PHOHENO DATE :CT MGR VORENKAMP (360) 707-7545 5/12/f13 - P01NER RiCK SEOO (360) 707-7509 5/9?!03 -GAS N BY RICK SEGO (380) 70�-7509 5/72I03 CED BY )VED BY '--- " �AAN #1 � nz PORTALIS AT SHIP HARBOR 4800 OAKES AVE 33 UNIT MULTIFAMILY �w,(�� e / � c 71DEN AOP ����� W � >n ` 105018648 U � SCALE: PAOE W � 7'=50' 1 of 2 � ' __ I 455320 ,55452 X NOTE T� MAPPING �,.-C7--.,``G PLEASE REMOVE PX 155444 1 �� 455302 PX ► � , � � THESE FACILITIES t � FROM ALL MAPS GENERAL NOTES Px a5sz78 ��/ �e\�s� �ssa'z . 155432 p�1+ \ �PG�25Q 455271 � 155445 X � � � 455282/ �/ � �455276� Q 'PG�� U7�412 15 '/ Z�� � 155 p PX �E�� s1Q 455278 `�1` OA��� P 155478 �0��} U7271 �P� 95r �' v � � � i* ,o � VSET TRA�LER �p�qT I s.7axse-eea2x_s�a99 U�3-7269 -�.",r � � � �� � r;=� � s QV U-7'412 �,��� ��i-k' 453276 15T �`'I q,'�'�� 00i:, �1� 155502 P�x STREET LIGHT IVUTES C2, , ������`� v 455238 P aa92�e ,���. i- sroe smeon Po�e HEAD 1 155436 iss�ea `"�� # Olfset Grid # Type Mtg Ht Arm Watts Style ' ��•.. q5� � ' U -T 411 ..•ra"` ( v 2ebf 23 ''"' 455211 455210 � 4 -- - -"'Q} � :�:?��'�'• � .fi;���0-7271 455242 RX 155408 RX 155427 � .�" � i5 N-X}"--- :,L�.'�:::^ 155487 I ..�:�=;.. ( 2��r'e-) � , ••,:::. � � 2217 �_sl AV� ..���-i='`'`.: - ! � t,� .:s::'. � . - ..eK�s._. �� i���' UG MAP AFTER UG MAP BEFORE Wire Entrance Streettlght 5-0" SMeet IigM Wbe 21' 24 \_ slot \ Tune set 2" below grade. �i FieW Side Road Slde P /'� � � � � � � Fteld � Roed � . . � e. . � . � Slde q�n � 8ida . . . . � � . � . . . / 3" x B" �te 38" � � � aian v�� oamn � � � � � � � of Street Light Tube � � � . _ �' -.. . . �. �•l_I���i�:���1Rt�ara� � i r_�:� � � �� � .�.»x�..�r � ��. � � � � � � � S'-0" ""�."�" ' Site Grld Vault Slze Type 8 Slze Primary Tra�sTortner Remarks Number 8 Cover Equtpment Bushing ID Numbers In VeuR LB DC V1 455278 36"X4Y J-BOX ABOVE GROUND J-BOX �554�Z UNISTRUT Hhi ENCLOSURE 3 7 ENCLOSURE MatM: 7882402 Matld: 8247050 V2 455271 38'X42" MINI-PAD NEW 755445 UNISTRUT H!H 37.5 KVA 1 1 XFMR AND VAULT Matid: 7862402 Ma41d: 8247050 V3 455302 38"X42' MINI-PAD CJEW 155463 UNISTRUTHIH 37.5KVA 2 XFMR AND VAULT Matld: 7662402 Matld: 8247050 V4 455320 38'X42' MINI-PAD NEW �55452 UNISTRUT HM 37.5 KVA 2 Xf MR AND VAUIT Matld: 7882402 Matld: 8247050 V5 455302 38'X42' MINI-PA� NEW 15� UNISTRUT HM 37.5 KVA 2 XFMR AND VAULT Matld: 7662402 Matld: 8247050 V6 455278 36"X42° MINI-PAD NEW �55432 UNISTRUT H1H 37.5 KVA 1 1 XFMR AND VAULT Matld: 7662402 MatM: 6247050 PRIMARY CABLE & CONDUBT TA�LE Entrance Siot �� 20" � � � � � / / �� � 26 Poles shorter than STRUTS � �i Entrance Slot � � 35', use 5' tube. � �. PoaHlon 3" z 8" wLe entrer�ce slot 45 dag�es � ,`` � � _ � � Poles 35' and 16ng�P. � . � . � left a rtgM fiom e 8ne perpendkxdar %o mad- 45 � ` �� � � . � i . . use T tube. � . � . � . 42' . 48" . way Uxaigh center oP W6e. � � . . � . 45° - �—+�-- 18" MiNmum 6" CRUSHED ROCK EXCAVATION: 5-1l3 CUBIC YARDS VAULT & EXCAVATION DETAIL NOT TO SCALE 6'-0" � 5-1/2" � �� CONDUIT PRIMARY CABLE . CONDUR 8 CABLE 42�/ \36�` LOCATION Slze �ly Length BENDS PULL Cebte Length Cable Numbers Please Recad Foreman to Complete hom to (In (ft) 90° 45' 22° (�s Slze (ft) A B C Manu(acWrer Year AcWal Amount Insfaqed Pt W 2' 1 350 3 2 128 �ro 390' ACL250 V1 V2 2' 1 330' 2 1 158 tro 350' ACL251 V1 V3 2' 1 280' 1 2 115 tro 300' ACL252 V3 V4 Y 7 290' 2 2 793 1ro 310' ACL253 V4 V5 2' 1 280' 3 2 320 1/u 300' ACL254 V5 VB 2' 1 320' 1' 7 221 �ro 340' ACL255 CROSSINGS CO�DUIT TABLE GAS X-WG Locatlon She Typa Qty NO. irom to (InJ sched each X-1 voz s1w X-2 V01 BLDG 33 POWER Locatlon Stre Typa NS-E-W (in) sched 2' D8120 2" DB120 Qty each 2 1 Length Remarks (type rf aossing) (Prlrt�ry, F�ed�r, Seoondary, (ft� St Llght. Gas onty, etc.,) 80' t FOR PRIMARY & 1 FOR FUTURE PHASE BO' PRIMARY X-ING T9 V03 2 � � ; 6'dY I SIDE I • � :c. VIEW T i . / 3' - 11 1/i' B" —_�. 42" � � 48" ROCKHEO _ —_— EXCAVATION: 5-1/3 CUBIC YARD3 VAULT & EXCAVATION DETAIL V1 NOT TO SCALE Customer-Supplied Joint Utility Trench for (Ftesidential Plat Developments) ( Primary Voltage } �42"Mh�24'Mn� xcavate «-. ^,, DirtP'ile . . _ �f :. ::':a.�':' '. ... 36' Min Cover 48• IA�a� C�7:47 � ♦ K LY:T� r� � � �� ' ��' -:=.t's", :.,;::':� -:ti`' :::�..%.�: :., _'-. - ' �"< cti�:�:..�-; ..` -��`e. ^.�r�°�'2'°'�9i . � a• PFwr� &N �' send Cover 3• sared Beddirg Primery Power Cables a Condult Z� � SIDE VIEW 6'-0" i ::� � /� �� c. t� 439263 �_X 0��:��YQ` 155493 0 /.d=• 0 0jni`'�Q�� 4bS24 �t82 ,s,�'�`t`4 155506 N-X +v�r-g026 \ 2�J . � n. � /u� k��i ,►„�' � t•� � h'� 1 W.0,9105938R2 �', � � '_��� NAR80R 1 V/EW PL. 1���� ����t ��,� NS-�R�C ���'eE �° rF us ��� �0 ��_6, � Erosion and sediment control r�quirements shall be per PSE Standard Practice 0150.3200 Techniques for Temporary erosion and S�diment Control and any additional local ju�sdiction requirements "Locatss Requlrod" Yas "Outagaa Requlred" Yes 'Fla�pping Raqulmd" Yas SUPERIOR:105018848 SERVICE : TRANSFERlREARRANGE• REMOVE: SKA(3(P SEC IAP NO (POWER) 3501E087 PUGET � SOUND ENERGY �Y F'OTELCO No ■ Na ■ • • �• • •• Owner / Developer Contact Info N!A FUA WA ATfN: N!A WA oHloa CALI (S00) 42�-5555 . � �� 2 BU81NE88 DAYS BEFORE YW DIG nos suErcw ear Ta ee Ra�o urwi ana exncr �oc�noN oF Fncxmes REAL ESTATE/FASEMENT PERMIT REQUIRED FUNCTION COHTACT PHONENO 4ATE PROJECT MGR VORENKNMP (380) 707-7545 X EN6R-POVYER RICKSEGO (360)707-7509 X ENGR - fiAS DRAWN BY RICK SEOO (360)707-7509 X ���CHECKED BY ��� APPROVED BY FOREMAN #1 FOREMAN #2 K Sed G� Wk Ctr POWER WK CTR NSKGE MAP PLAT MAP MAP NO CIRCUIT NO 3501E098 �RW-18 PORTALIS AT SHIP HARBOR 4800 OAKES AVE 33 UNIT MULTIFAMILY wo-�_ ������ RECEIV�D 105018648 MAY 2 7 2003 SCALE: PACiE '��� 2°`2 gY RDA & ASSOC., IN( � SECONDARY CABLE 8� CONDUIT TABL� _ _ -� ____- : � --- - V _ � � CITY REQUIREMENTS S�� •��% �� . CONSTRUCTIDN NOTES AND SPECIFICAI"IONS GENERAL NOTES AND ROAD CONSTRUCTION 1. VERTICAL DAiUM IS BASED ON U.S.G.S. MONUMENT T-329, LOCATE� IN THE SOUTHWEST QUADRANT OF THE INiERSECTION OF SUNSET DRIVE AND ANACO BEACN ROAD. NGVD 1929 ELEVATION = 142.99 MLLW ELEVATION= 947.47 CITY Of ANACORTES NAVD 88 ELEVAl10N = 237.76 AT T-329. 2. EXISTING UT1LIilES ARE SHOWN TO ASSIST 7HE CONiFtACTOR IN THE PERFORMANCE OF HIS JOB. 7HE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT, IN PLACE, ALL UTILITIES OR SiRUCTURES WFiETHER OR NOT SHOWN ON THESE PLANS. ANY DAMAGE TO UTILITIES OR S7RUCiURES CAUSED BY THE CONTRACTOR'S OPERAl10NS SHALL BE REPAIRED AT THE CONTRACTOR�S EXPENSE. PRIOR TO START OF CONSlF2UCT10N, THE CONTRACTOR SHALL NOTIFY "ONE CALL UTILITY LOCATION" 1-800-424-5555 (RCW 19.122). 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, MEiHODS, AND SEQUENCE Of CONSIRUCl70N. SITE ADJUSTMENTS AND DIVERGENCE FROM lHE PLANS ARE SUBJECT TO THE ENGINEER'S APPROVAL. 4. UTILITY INSTALLATION AND ROAD CONSTRUCTION SHALL CONFORM TO iHE FOLLOWING STANDARDS: - CITY OF ANACORTES DESIGN AND CONSlRUCT10N STANDARDS JULY 1995, AS AMENDED - STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, WSDOT/APWA, 2002. - STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION WSDOT/APWA, EFFECl1VE JUNE, 2003. - CRI7ERIA FOR SEWAGE WORKS DESIGN, WASHINGTON STAiE DEPARTMENT OF ECOLOGY, DEC. 1998. - MAlERIAL TESTING & CONSUL7ING, ENC. GEOTECHNICAL REPORT, DATED APRIL 14, 2003, AS AMENDED 5. THE CONTRACTOR SHALL CALL THE CITY ENGINEERING DEPARTMENT TO SET UP AN INSPEC110N 11ME FOR THE FOLIOWING ITEMS [(360)293-1926 LEAVE MESSAGE] - PRIOR TO BACKFILLING TRENCHES. - PRIOR TO USE OF ANY NAl1VE BACKFl�L MATERIALS. - WATER MAIN PURITY ?EST AND FLUSH - WA"fER MAIN PRESSURE TEST - "TONING" WIRE CONTINUITY VERIfICATION - SEWER MAIN PRESSURE TEST. - AT PROJECT COMPLEl10N. 6. THE OWNER SHALL EMPLOY THE SERVICES OF CERTIFlED LABORATORY TO PROVIDE TESl1NG AS REQUIRED BY THE CITY ENGINEER. ALL TEST RESULTS SHALL BE SUBMITTED TO THE CITY ENGINEER. SUBMIT PROTOCOL AT PRECON OR PRIOR TO CITY APPROVAL OR USE CITY PROVIDED PROTOCOL. 7. PROJECT EROSION AND SEDIMENTATION CONTROL SHALL CONFORM TO THE PORTALIS EROSION AND SEOIMENT CONTROL PLAN, TESC-1, INCLUDED HEREIN. PENALTIES FOR VIOLAl10N ARE �300-�1000 FINE PER EACH VIOLATION, EACH DAY BEING A NEW VIOLAl10N. SEE 2002 ZONING ORDINANCE PG. 139 CNAPTER 17.66. 8. CONTRACTOR SHALL MAINTAIN 6" MINIMUM CLEARANCE BETVJEEN ALL UTILITIES. CONTRACTOR MAY REDUCE CLEARANCE TO A MINIMUM 2" DISTANCE PRONDED A ONE FOOT SQUARE, TWO INCH THICK STYROFOAM PANEL IS INSERTED BETWEEN THE UTILIl1ES. 9. IN GENERAL, EXCAVAiED MAiERIAL WITHIN THE STREET SECTION REMOVED FROM THE iRENCH FOR SANITARY SEWER, STORM DRAIN OR OTHER UNDERGROUND UTILITIES IS UNSUITABLE FOR USE AS TRENCH BACKFILL, EXCEPT WFiERE REUSE OF EXCAVATED MATERIAL HAS BEEN AUTHORIZED IN WRITING BY THE CITY ENGINEER AND APPROVED BY hIE OWNER. UNSUITABLE EXCAVATION SHALL 8E REPLACED BY MATERIAL MEEl1NG PROJECT SPECIFlCATIONS, AS DETAILED IN THE PROJECT MANUAL. 10. ROAD SIGNS SHALL BE INSTALLED PER iHE M.U.T.C.D., 2000 VERSION, AND CITY OF ANACORTES STDS. 11. THE CONIRACTOR SHALL OBTAIN AND ADHERE TO THE FOLLOWING CITY OF ANACORTES CONSTRUCTION DETAILS (SEE PROJECT MANUAL. APPENDIX A): - UTILITY lRENCH WITH THE TRAVELED WAY PAVED SIREETS - Ul1LITY TRENCH OUTSIDE THE TRAVELEO WAY - STANDARD 48 INCH MANHOLE DETAIL - TYPICAL MANHOLE BACKFILL DETAIL - TYPICAL FLOW CHANNEL - SEWER SlUB OUT DETAIL - TYPICAL SEWER CLEAN-OUT (MAIN-L�NE ONLY) - SEWER HOOK-UP (PRIVATE SIDE) 12. ASBUILT RECORD DRAN7NGS ON MYL.AR AND ACAD 20D2 MIN. PREPARED AND STAMPED BY PE OR PLS REQUIRED PRIOR TO FIRST BUILDING PERMIT OR FINAL PROJECT ACCEPTANCE, WHICH EVER OCCURS FIRST. 13. iHE CONIRACTOR SHALL SUBMIT AT THE PRECONSTRUCTION MEETING A PROPOSED TRAFFIC CONTROL PLAN FOR THE APPROVAL BY THE CITY ENGINEER CONFORMING TO THE APPLICABLE PLANS SHOWN IN THE MANUAL ON UNiFORM TRAFFIC CONTROL DEVICES, PART VI. ALL FLAGGERS ARE TO BE SHOWN ON THE P�AN EXCEPT FOR EMERGENCY SITUATIONS. THE CONTRACTOR SHALL �ESIGNATE AND ADOPT IN NRIl1NG THE SPECIFIC TRAFFIC CONTROL PLAN(S) REQUIRED FOR THEIR METHOD OF WORK. 74. THE CONTRACTOR SHALL HAVE A PROJECT SUPERINTENDENT OR A DESIGNATED ALTERNATE ON SITE AT ALL 11ME5 WHILE CONSTRUCTION IS TAKING PLACE. � 15. ALL FLAGGERS WlLL BE CERTIFlED BY THE STATE OF WASHINGTON. CONTRACTOR WILL PROVIDE COPIES OF ALL FLAGGERS CERi1FICATES. THE JOB WILL BE SHUT DOWN IF NON-CERTIFlED FLAGGERS ARE USED. 16. ROADS SHALL BE CLEANED OF ROCK AND MUD AT 7}1E END OF EACH DAY. THE CONTRACTOR SHALL HAVE A WATERING lRUCK, STREET SWEEPER ON HAND 24-HOURS A DAY TO MAKE SURE ALL SIREETS ARE CLEANED TO THE APPROVAL OF THE CITY OF ANACORIES ENGINEERING REPRESENTAl1VES. 17. THE CONTRACTOR SHALL ENSURE ACCESS TO ALL BUSINESSES DURING THE NORMAL BUSINESS HOURS. A 5/B MINUS C.S.T.C. RAMP SHALL BE USED TO ALLOW PEDESTRIAN TRAFFIC A SAFE CONVENIENT AND STABLE ACCESS FOR INGRESS AND EGRESS FROM BUSINESSES AND THE PROJECT SITE. 18. 1EMPORARY SUSPENSION OF WORK SHALL BE ALLOWED TO ALL CUSTOMERS AND EMPLOYEES TO PASS, ETC. ANY CLOSURES ASSOCIATED WITN THE PLACEMENT OF CONCRETE SHALL BE COORDINATED WITH THE BUSINESS OWNER TO MINI�AIZE DISTURBANCE TO 1HEIR OPERAl10NS. 19. THE CONiRACTQf� %+ND SUBCONTRACTORS ARE REQUIRED TO HAVE A CURRENT CITY ��F ANACORTES BUSINESS LICENSE. 20. THE CONiRACTOn SHALL HAVE A TOILET FACILITY FOR WORKERS PER SECTION 413.7 '�F THE UNIFORM PLUMBING CODE. THE FACILITY SHALL BE CLEANED ON k DAILY BASIS FOR THE TERM OF CONSTRUCTION. 27. 22. 23. 2a. 25. 26. THE CONTRACTOR WILL MEET WITH THE CITY OF ANACORiES REPRESENTATIVE AFTER THE PRECONSTRUCTION MEEl1NG TO LAYOUT THIS PROJECT ON-SIiE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY OEVICES, PROTECl7VE EQUIPMENT, FLAGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT iHE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROlECT PROPERTYIN CONNEC110N WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WI11iIN THE TRAViELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFlC FLOW SHALL REQUIRE AT LEAST (1) FLAGGER FOR EACH LANE OF 7RAFFIC AFFECiED. SECTION 1-07.23, "lF2AFF7C CONIROL" OF THE WSDOT STANDARD SPECIFlCATIONS SHALL APPLY IN ITS ENTIRETY, AS WELL AS PART VI OF lHE MANUAL ON UNIFORM TRAFFIC CON7ROL DEVICES. BE READY TO RENT SIGNS IF NEEDED, PER CITY Of ANACORTES ENGINEERING REPRESENTATIVE. A COPY OF THE APPROVED PLANS MUST BE ON iHE JOB SITE WHENEVER CDNS'fRUCTION IS IN PROGRESS. ALL ASPECTS OF THIS PROJECT WILL 8E INSPECiED. ALL PIPING, BACKFlLL AND ASPHALT.IF ONE PORTION GETS BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL DIG UP THAT PORiION FOR INSPECTION. PROVIDE TRAFFIC CONTROL PLAN FOR CITY OF ANACORTES/WSDOT APPROVAL PRIOR TO DAKES AVE. CONSTRUCTION. ALLOW SUFFlCIENT TIME FOR REVIEW. APPLICANT TO COORDINATE WITI-I WSDOT. SEWER CONSTRUCTION 1. UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, SEWER MAINS ARE TO BE INSTALLED AND PRESSURE iESlED IN ACCORDANCE WITH 2O02 WSDOT/APWA, SECTION 7-17 AND CIIY OF ANACORTES STANDARDS. 5 PSI FOR 15 MINUTES WITH NO PRESSURE DROP. 2. SEMIER MAINS AND SIDE SEWER SNBS SHALL BE CONSTRUCTED OF PVC, AS1M D-3034, SDR 35 , AND ASTM f679. PIPES SHALL HAVE FLEXIBLE JOINTS. SIDE SEWER STUBS SHALL BE 6' PIPE AND MARKED Wlhl PRESSURE lREATED 2X4 POST PAINlE� GREEN WITH THE WORD "SEWER" WF2ITTEN IN 2" LETTERS. ALSO, IT SHALL HAVE THE STUB DEPhI MARKED ON IT PER CITY OF ANACORTES SEWER STUB-OUT DETAIL. 3. SANITARY SEWER MANHOLE INSTA�LATION SHALL CONFORM TO APPLICABLE DETAILS IN iHE CITY OF ANACORlES DESIGN AND CONSIRUCTION STANDARDS. 4. ALL MANHOLES SHALL BE FACTORY CORED AND RUBBER BOOTED. NO MORTAR PIPE SEALS. 5. IF INCLUDED IN CONSTRUC110N, 4" SANITARY SEWER FORCE MAIN SHALL BE CONSiRUCTED OF HDPE 3408 PIPE, SDR 17 (100 PSI). PIPE SHALL BE TESTED IN ACCORDANCE WITH WSDOT STANDARD SPECIfICAT10NS SECTION 7-11 AT A TEST PRESSURE OF 100 PSI. EXCESSIVE LEAKAGE, IN ACCORDANCE 'MTl-I SECTION 7-11 SHALL BE REPAIRED. 6. 70' EASEMENT ON EACH SIDE OF SANITARY SEWER PIPE N7LL BE PROVIDED BASED ON ASBUILT LOCATIONS. STORM DRAIN CONSTRUCTION 1. STORM DRAIN MAINS SHALL BE CONSTRUCTED OF RIBBED PVC PIPE IN ACCORDANCE WIlH ASTM f794. ULTRA-RIB, PWRIB OR APPROVED EQUAL. 2. MINIMUM SLOPE ON ROOF AND FOUNDAiION DRAINS STUBS SHALL BE 0.59 AND HAVE A MINIMUM OF 1' COVER. ROOF DRAIN AND FOUNDAl10N DRAIN PIPE SHALL BE CONSTRUCTED OF PVC ASTM D-3034 SDR 35, AND ASTM F679. 3. CURB LINE CATCH BASINS SHALL BE RECESSED 0.1 FT. 4. UNLESS OTHERWISE NOTED, BI-DIRECTIONAL VANED GRATES SHALL BE INSTALLED, PER WSDOT STANDARD PLAN B-2C 5. QUARRY SPALLS SHALL BE SIZED 4'-8", UNLESS OTHERN7SE NOlED. 6. CLEAN-OUTS SHALL HAVE CAST IRON CASES WFiEN INSTALLED IN PAVED AREAS. 7. ALL CATCH BASINS WITHIN THE ROAD RIGHT OF WAY SHALL HAVE LOCKING GRATES UNLESS OTHERWISE NO1ED. WATER SERVICE CONSTRUCTION 1. THE ON SITE 1" WATER SERVICE LINE (FROM THE MAIN LINE TO THE METER AND FROM THE METER TO THE BUILDING) SHALL BE COPPER SERVICE PIPE, 200 PSI 2. NO STEEL FITfINGS SHALL BE USED. BENDS AND OTHER FITfINGS 4" AND LARGER SHALL BE DUCi1LE IRON AND MEET REQUIREMENTS OF AW'NA C770 OR AWWA C153. JOINTS SHALL CONFORM TO AWWA C111 AND BAGGED IN 8 MIL. POLY WRAP. 3. UNLESS OTHERWISE NOTE�, WA1ER VALVES SHALL BE OF THE MECHANICAL JOINT, RESILIENT SEAT TYPE. 4. UNLESS OTHERWISE NOTED, WATER MAIN PIPES SHALL BE RESTRAINED JOINT CL50 DUCTILE IRON. RESTRAINED JOINTS SHALL BE U.S. PIPE "FIELD LOK" GASKETS OR APPROVED EQUAL. PIPE SHALL 6E FABRICATED IN ACCORDANCE WITH AWWA/ANSI C151/A21.51 AND HAVE PUSH-ON JOINTS. 5. UNLESS OTHERWISE NOTED, ALL DUCTILE IRON RESTRAINED MECHANICAL JOINT FITTINGS SHALL BE "MEGA LUG" SERIES 1100, EBAA IRON, OR APPROVED EQUAI. 6. CONTRACTOR SHALL DISINFECT, FLUSH AND PRESSURE TEST WATER MAIN AS SPECIFIED IN SECl10NS 7-11.3(11) AND 7-11.3(12) OF THE WSDOT STANDARD SPECIFICATIONS OR PER CITY OF ANACORTES STANDARDS. TESTED SECl10NS SHALL BE ISOLATED FROM THE EXISTING SYSTEM DURING 1ESTING. 7. WHERE USED, FIRE SPRINKLER SUPPLY UNE SHALL BE CONSTRUCTED OF PVC WRAPPED CL 52 DUCTILE IRON WAiER PIPE. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL FLUSH THE SPRINKLER SUPPLY LINE AT FULL FLOW. 8. HOT TAPS TO THE CITY OF ANACORTES MAIN WILL BE DONE BY SUPERIOR TAPPING, INC., 1-888-859-9229 LOCATED IN SEATTLE. SUPERIOR TAPPING WILL ALSO PROVIDE THE TAPPING SADDLE AND THE VALVE. 9. PRESSURE 1ESTS IN THE CITY OF ANACORlES ARE 225 PSI FOR 2 HOURS. 24- HOUR NOTICE RE�UIRED. WATER MAINS WILL BE CHLORINATED TO 50 PPM DOSAGE AND HELD IN THE MAIN FOR 24 HOURS THE WATER MAINS WILL THEN BE FLUSHED AND lHEN NALL PASS A BACTERIAL SAMPLE TEST PERFORMED AT THE SKAGIT COUNTY HEALTN DEPARTMENT. CONTRACTOR WILL PROVIDE SAMPLE BOTTLES. THE CITY OF ANACORTES WILL TAKE SAMPLES AND DELIVER TO THE HEALTH DEPARiMENT. [SECTION 7-11(11)]. 10. SCHEDULED WATERLINE SHUTDOWNS: 48-HOURS NOTICE REQUIRED. CONTACT (360) 293-1921 FOR SCHEDULING. 11. EMERGENCY WATERLINE SHUTDOWNS: CONTACT (360)293-1921. THEY WILL NOTIFY THE WATER DEPARTMENT. NOTIFY INSPECTOR AT (360)293-1920 OR (360)507- 0825. PRIOR TO CONSTf2UCT10N SPEt'D GARRET WILL SUBMIT A REQUEST TO THE WATER DEPARTMENT TO LOCATE WHitR VALVES AND EXERCISE THEM PRIOR TO THE START OF CONSTRUCTION. THE CONIRACTOR SHALL MAKE PROVISIONS TO CONiROL DUST AT ALL TIMES DURING CONSTRUCTION AND SHALL SEE TO IT THAT ADJACENT SIREETS AND SIDEWALKS ARE KEPT CLEAN OF CONSTRUCl10N MATERIALS, MUD AND ROCKS DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL EICAMINE THE ADJOINING STREET AND SIDEWALK FDR EXISi1NG FRACTURES AND DAMAGE, MAKE A RECORD OF THEM AND REPORT THEM TO THE CITY PRIOR TO CONSTRUCTION. ANY OAMAGE TO PUBLIC STREETS. ALLEYS OR OTHER PUBLIC PROPERTY SHALL BE REPAIRED TO CITY STANDARDS ANO WILL BE INSPECTED PRIOR TO GRANi1NG Of OCCUPANCY. CONSiRUCTION WORK HOURS: CITY OF ANACORTES MUNICIPAL CODE ALLOWS WORK FROM 7 A.M. TO 10 P.M. MONDAY TO SUNDAY. 7 z. 3. STRIPING AND SIGNING NOTES PARKIN6 STALLS SHALL BE STRIPED WITH A 4 INCH WFiITE PAINT STRIPE AT LOCAiION SHOWN IN THE PLAN. APPLICATION �• SHALL BE IN ACCORDANCE WITH THE WSOOT STANDARD SPECIFICATION SECTION 8-22. 2. SiF2EET LANES, PEDESIRIAN CROSSINGS AND STOP BARS SHALL BE STRIPED IN ACCORDANCE WITH THE REQUIREMENTS OF TH� MANUAL ON UNIFORM TRAPFIC CONIROL DEVICES IN LOCATIONS SHOWN IN iHE PLANS. APP�ICATION SNALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICAl10N SECTION 8-22. PAVEMENT MARKING MATERIALS SHALL CONFORM TO SECTION 9-34 OF THE WSDOT STANDARD SPECIFICAl10NS. 3. ACCESSIBLE PARKING SYMBOLS SHALL BE INSTALLED IN ACCORDANCE WITH WSDOT STANDARD PLAN H-5C. 4. 5. UNLESS OTHERH7SE INDICAIED HEREIN, DIRECTIONAL, PARKING AND WARNING SIGNS SHALL CONfORM TO THE SIZE, CONFIGURATION AND INSTALLATION DESIGNATED IN hiE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS AMENDED. CITY CONTACTS FOR COMMUNICATION (IN ORDER) STEVEN LANGE: (360)293-1920 - OFFICE (360)661-3468 - CELLULAR (360)293-1938 - FAX GARY BARNETT: (360)293-1920 - OFFICE ADDITIONAL CONTACT INFORMATION A: ONE CALL LOCAlE SERVICE: 1-800-424-5555 (PER RCW 19.122) B: CITY OF ANACORTES WATER DEPARTMENT: (360)293-1921 (S-5) OR 911 AFTER HOURS. C: VERIZON: DE8 ANDERSON (INSPECTOR) (360)675-5865 - BUSINESS PHONE (36a)929-2698 - CELLULAR PHONE (360)240-4451 - PAGER (360)679-4482 FAX D: CASCADE NATURAL GAS: REED HARLOW (360)336-6155 - BUSINESS PHONE (8-5) 1-800-552-0615 - AFTER HOURS E: PSE/INTOLIGNT: SHERRI CLARKE (425)456-2707 - OFFICE (206)604-3858 - CELLULAR PHONE F: COMCAST: CASEY JONES (CONSlRUCTION) (425)508-7335 - CELLULAR PHONE (360)527-8302 - FAX G: ROAD CLOSURES: CONTACT 911 H: CONTRACTOR: G&G EXCAVATION INC. (360)293-4890 - OFFICE I: CONSTRUC110N MANAGEMENT: RDA & ASSOCIAiES (360)675-2438 - OFfICE (360)929-0240 - CELLULAR PHONE J: ENGINEER: FAKKEMA AND KINGMA INC. (360)675-5973 - OFFICE K: DEVELOPER: 496404 WASHINGTON INC. (360)293-4859 - OFFICE (360)202-6145 - CELLULAR PHONE LOCATION INFORMATION SEC. 22 TWP. 35 R 1E, W.M. TERMINAL � 7c7�[r�qi�Ie�I�I�I�:1 SHEET NO. �.V-� 5T-1 ST-2 ST-3 SS-1 SS-2 SS-3 SD-1 SD-2 PND-1 yy_ � TESC-1 DRAWING ?iTLE COVER SHEET STREET AND GRADING PLAN STREET PROFILES STREET DETAILS SANITARY SEWER PLAN SANITARY SEWER PROFILES SANITARY SEWER DETAILS STORM SEWER PLAN STORM SEWER PROFILES DETENTION POND MODIFICATION PLAN � WATERLINE PLAN TEMPORARY EROSION AND SEDIMENTATION CONTI�OL PLAN CALL BEFORE YOU DIG 1-800-424-5555 i3 � �,` c� Cs" ` / I / / , : I '' �= i C� � CRANBERRY LAKE VICINITY MAP EXISIIN� Q SANITARY SEWER MANHOLE o SANITARY SEWER CLEAN-OUT ❑ CATCH BASIN �-( CULVERT Q STORM DRAIN MANHOLE � WATER METER � FIRE HYDRANT � GATE/GENERAL VALVE SLI CHECK VALVE � GAS METER � GAS VALVE �Q PAD MOUNlED TRANSFORMER � POWER VAULT � TRANSMISSION TOWER � TELEPHONE VAULT �- Ul1LITY POLE ANCHOR -0- UTILITY POLE ¢-� STREET LIGHT ASSEMBLY LEGEND � JUNC110N BOX � lRAFFIC SIGN � 6ENERIC SIGN e SPRINKLER HEAD 8 TELEPHONE PEDESTAL O UNDERGROUND TELEPHONE MARKER o IRON PIPE 1���' CONIFER TREE f� �� � DECI�UOUS TREE � BUSH/SHRUB � YARD LIGHT � MAILBOX � WELL oocp ROCKERY � MON IN CASE � TRAFFIC SIGNAL STAND � TELEPHONE MANHOLE QS SEPTIC TANK 0 DISTRIBU110N BOX APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL CITY ENGINEER: DATE: CONSTRUCTION FOR THE APPROVED PROJECT IS TO START WITHIN ONE YEAR OF THIS DATE. PROPOSED ■ T1PE hC CATCH BASIN � TYPE II-C CATCH BASIN � SANITARY SEIMER MANHOLE • SANITARY SEWER CLEAN OUT �1I GATE VALVE w.C.I.CASE � WATER METER y� FIRE HYDRANT V RESIRAINED JOINT ABBREVtATI�NS AC - ASPHALT CONCRETE ACP - ASBESTOS CEMENT PIPE BV - BAL� VALVE CB - CATCH BASIN CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONC - CONCRETE COA - CITY OF ANACORTES COND - CONDUIT CSTC - CRUSHED SURFACING TOP COURSE CULV - CULVERT CV - CHECK VALVE CY - CUBIC YAR� DEMO - DEMOLISH DI - DUCTILE IRON PIPE DW - DRIVEWAY E - ELECTRICAL EAS - EASEMENT EOA - EDGE OF ASPHALT EOG - EDGE OF GRAVEL EX - EXISTING FF - FINISHED FLOOR FH - FIRE HYDRANT FIPT - FEMALE IRON PIPE lHREAD GALV - GALVANIZED GI - GALVANIZED GV - GATE VALVE ID - INSIDE DIAMETER IP - IRON PIPE IPT - IRON PIPE THREAD LF - LINEAR FOOT MAX - MAXIMUM MB - MAILBOX MH - MANHOLE MIN - MINIMUM MIPT - MALE IRON PIPE lHREAD NC - NORMALLY CLOSED NO - NORMALLY OPEN OD - OUTSIDE DIAMETER OP - OVERHEAD POWER OT - OVERHEAD 1ELEPHONE PCC - PORTLAND CEMENT CONCRETE PE - HIGH DENSITY POLYETHYLENE PIPE PJ - PACK JOINT PL - PROPERTY LINE PP - POWER POLE PVC - POLIMNYL CHLORIDE PIPE RJ - RESTRAINED JOINT DUCTILE IRON PIPE ROW - RIGHT-OF-WAY SC - SERVICE CONNEC110N SCH - SCHEDULE SD - STORM DRAIN LINE SS - SANITARY SEWER LINE iP - TELEPHONE PEDESTAL TYP - TYPICAL UG - UNDERGROUND GAS UP - UNOERGROUND POWER UT - UNDERGROUND TELEPHONE W - WATERLINE WM - WATER METER w/ - Nnni ADCi\DATA\FANDK PROJECTS\4369PORTALIS\ORANiNGS\PORTALI3-KMODIFlEO\4369-SHTIDWG I �EGElVE� ����� o � 200� �`C RDA & ASSO��, {NC, 0 40 80 SCALE IN FEET W APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL CITY ENGINEER: DATE: 120 d •,4. 1:12 I f'OR2.5FT1 a4- - - _ -4. a 1:12- . 4.• jot -SIDEWALK "4. DRIVEWAY <. N:- a a �+g.=PLANS • - ' 4 FOR15fT - -A CURB 0 U' CURB DRIVEWAY DETAIL - PLANTER AREAS NOT TO SCALE NOTES 1. TO BE USED AT DRIVEWAY LOCATIONS WITH PLANTER ON PORTALIS WAY AND PORTALIS COURT, AS STAKED BY ENGINEER. 2. IN AREAS WITHOUT PLANTERS, CONSTRUCT SIDEWALK AND DRIVEWAY IN ACCORDANCE WITH "SIDEWALK BYPASS OF RAMP" OPTION OF CITY OF ANACORTES SIDEWALK BARRIER FREE ROUTE OF TRAVEL DETAIL. EX. SD MH RIM = 55.79 INV. E = 49.79 INV. E = 49.84 INV. SW = 49.62 Q 1 Hi W1 APPROXIMATE LOCATION OF EXISTING WATERUNE. VERIFY BEFORE CONSTRUCTION APPROVED FOR CONSTRUCTION W 0 Q HAND RAIL OR FENCE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S PRINTED GUIDANCE. HANDRAIL OR FENCE STYLE SHALL BE SELECTED BY OWNER. EXACT LOCATION TO BE DETERMINED ce c,0 O HAND RAIL OR FENCE POSTS SHALL BE INSTALLED, PER ECOLOGY BLOCK POST DETAIL, SHEET ST -3 h HI INAYW 20 � S 8 OAKS � - ' AVENUE 8 APPROXIMATE LOCATION OF EXISTING WATERUNE. VERIFY BEFORE CONSTRUCTION Co ----- -+- 0 0 w. - W • 20' UTILITY EASEMENT SHEET LEGEND FINISHED GRADE, ONSITE (2 FT CONTOUR INTERVALS) FINISHED GRADE, STREETS (1 FT CONTOUR INTERVALS) PROPOSED RETAINING WALL FINISH GRADE SPOT ELEVATION - MAINTENANCE ACCESS ROAD. SEE DETAIL, SHEET ST -3 O-3 - STREET LUMINAIRE PORT OF ANACORTES -CP-------- -41P__'� W -- W INSTALL LUMINAIRE, PER PSE STREET UGHT TUBE INSTALLATION DETAIL. LUMINAIRE STYLE TO BE DETERMINED BY OWNER. (TYP) INSTALL CURVE SIGN, WI -a 30'x30' OP ROW ADC1\FANDKPROJECTS\4369POR7AL DRAWINGS\�4S'�.$87CSE1fDWG REVISIONS F&K CK 6/09/03 REV. PER COA COMMENTS GRC PORTALIS STREET AND GRADING PLAN CONSTRUCTION FOR THE APPROVED PROJECT IS TO START WITHIN ONE YEAR OF THIS DATE. POSTMASTER DATE CALL BEFORE YOU DIG 1-800-424-5555 O3 EXPIRES 12-21-2004 ANACORTES DRAWN BY: RNF DATE: 5/06/03 REVIEWED BY: DATE! FAKKEMA & KINGMA, INC. CONSULTING ENGINEERS 8, SURVEYORS 840 SE 8th Ave #1O2 Oak Harbor, Wa. 98277 (360) 675-5973 SCALE: 1" = 40' DATE, WASHINGTON DWG • N°' 4369 SHEET NO. ST -1 PVI STA = 12+19.48 PVI STA = 10+B8 —� � � -I- -f- -�- � � -I- -1- -I- --I- �-- --� + -f-- -I- �--- ---� -�--- -� -�-�� _ ��" + + Pv�V 128'oa_."�- -{- -{- -E- -I- -f- -� ao. _ �.s� a . - -s.oa K: 7.98 K s 8.81 PVI STA a 74+50 I I �0.00' VC 80.00' VC PN ELEV = 99.49 o N �- + +vWi + + + + + + + � + + + �_ KDa 14'39- + z a�o �" + + �' + + � � � + -�- + N + + + + + + I I �� � � � •�' �� �� +� �� �� W � P F W N O � 41 m m �- —I- T I x � T T T T � � � I � � I m � � o0 1 � � r � -I- � �j I � m �pROFILE I � - - _ _�92X -�- T � I � m ,$ m .t •- u� M+ > w � � ., � � W � U yj / V1 � W � � � � ���� —_�� / O W m � y �� I����� . I � � � � � � � T � I T I I � � T � — I ___ .--' � � � i � � � I I �4.497: '- — — m CL FlNISHm _ — — — w GRADE PROFlLE — — — — — — — � �__ --�-----_ -27596 �_ -i-' � � � _ ._ --- _ - "`� - � � � � � -�-- � � � � � � � � � � � � � _7.00% ___ -----� ------" j� � ` T r EXISIING CL �INISFIED I ( I ELEVATION � / ELEVATION i �- �- -� + + + + + + + + 19+00 18+00 17+00 16+00 15+00 14+�0 13+00 12+00 11+00 10+00 USE SPOT ELEVAiIONS IN PLAN FOR ROAD CONS7RUC110N FROM STA. 78+50 TO END PORTALIS WAY PROFILE —� + + + + �I + + -�- --� + + -{- SCALE: HORIZONTAL 7" = 40' + + + + + + + + + + + + + + + + VERTICAL 1" = 20' —� + -F- � + �- + -�- -I- -+- + -+- -I- -�- -+- -I- / -f- -� + + + + + + + m � W � m ��E PRI�� EXISTING GROUND m PROFILE � �OX 3•OOX � 1 — �- + + + . I -�- -� -�- -�- -f- Da � � -i- --� � --F-- � -�- -'- -�- -� � � + � + � + -�- -F-- � -I- -�- EXISTING GROUND HI(�°I POINT ELEV = 79.39 PROFILE LOW POINT €I�V � 70.34 HIGH PdNT STA s 12+38.85 �_ / ' 3' BEHIND S/W + + + + PPVI ELEV , 8026� LOW PdNi�9TA = t5+28.-� —{� + + + + +PVI EL�V =��+`� + w ELEV �'ig,4y + + + Pw srA - �s+s�.s4 a.o. _ -�2.oa Pve �v - ee.sz AD. _ -4.52 a.D. _ -�.so �-1. 75' FLqT-p�T K� 208 A.D. s 18.52 K s 8.&5 K= 8.71 5' SIDEWNK � � ' 5.00' I K a 5.40 ' 40.00' YC I �,dp' � i �— \ � + + + I ��e � ( + + + + + + + + + + + + + � N O gm om� nm +� ���� �° � �� w � N EPO N n r � '�' 0�0 m � P+� � r P � � --� --�- + -�-- + -F- --{- -+- -I - �-+- + + + -+- + �� W P � n�7 -�- -� o O -�-- + -� + -i- �-; ; � � + -I-� � � �-I-- + + + W W �� N> � n W W m m W W m m �- �-- �-- --� -f - -�- -�- -i- -I- �-- + --� --I- -f- �-- 9.00 \ ��a� -� -I- -f- -I-- -I- �svc + _ _ - - - - - - - - - - - - - _ _ _ 3.sox _ _ _ ,. _ _o.s -�-- �- +- -�- --�- -I- -�- -+- -I-- -f - �-- + -'r-- + --�- -F- --� � --� -I- -f- + e� NisHm + � N w y�n � P n M r� � c� ,n ELEVAiION �o N o o% EL�VATION � P .r M �o � �� �` r '° n � rn m m"'� no �n �n ora r�' �n �� °�°� �� n� nn n� ^�• '�n w m i I �{— �- + + + + + + + -�— —}— + PVI ST,�1 = 10+75 + + PVI ELEaV = 100.3� 17+00 16+0� 15+00 14+00 13+00 12+00 11+00 70+00 PVI STA � 11+52.50 p,D. _ -10.00 P1A ELEV = 91.07 K� 8.00 P�n srA a,z+as.�o ^'D� ' 9•� � � cHANNEL MARKER LANE PROF�LE K a ao3 so.00' vc Z � —� � + + + + + P A.D V � � + + I a�i3Op' VC -�- Z � "� + + + �" + + ---� SCALE' VE�RP OAL AL 1_ 20 4D' + -I- �- + + + + + 8 � w 3 I I � U ��i ao.00' vc . � �'' �� �� 3g o �o � '�° �— `�� �� _� � � + � + � o � o � m � O I�ry P^ W � � h M � N a0 � � W W d tA � � W � � � � W m -2. -�- —I- �- -+- -I- -+- -I- W -F- -�- -f- �- .��'c � - - - - EXISTING (� FlNISHED - - - GROUND GRADE PROFlLE -268% _ _ _ _ _ _ - - -" PROFILE - - - - - - _� 2x � + + + �— � + + —� —o.so� _ _ �. iq___ + ---_ TEXISl1NG a FlNISHED - IELEVAl10N � / EL.EVA7�ON) � �- � 15+00 74+00 93+00 12+00 11+00 USE SPOT ELEVAiIONS IN PLAN FOR ROAD CONSTRUCiION FROM STA 14+5D TO END PORTALIS COURT P�ZQFILE _L � - �- --�— � + J_ SCALE+RTIC�AL 1L 1 040` + _� + _� + � � I I I i � � . � � � � T T � � � 10+00 CALL BEFORE YOU DIG 1- 800- 424- 5555 :� APPROVED FOR CONSTRUCTION + + + --� + + —+— —{— �— -�- + + SUBJECT TO THE CITY OF ANACORTES � + + DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL --{- --}- --� -� -� --�- --{- -I- -i- --I- -� -I- -� -�- fi -------------------- CITY ENGINEER: DATE: CONSTRUCTION FOR THE APPROVED PROJECT IS TO START WITHIN ONE + + + + �_ + —�— �-- �-- —f-- —�-- �-- � + + YEAR OF THIS DATE. _ _ ��d � n u� RETAINING WALL N � I � � I 2" SANDY LOAM TOP SOIL J WITH HYDROSEED 4' THICK LIFT OF BALLAST IN ACCORDANCE WIlH WSDOT STANDARD SPECIFICATIONS SECTION 9-03.9(t) MAINTENANCE ACCESS ROAD DETAIL NOT TO SCALE � �( AY z, � 4" CONCRETE SI�EWALK, EXCEPT J AT DRIVEWAY LOCATIONS 4" CRUSHED SURFACING TOP COURSE � ` ; % � i,__ � �� OAKES AVE. STA. 22+19.10 E ' � i � PORTALIS WAY STA. 3+78.00 POST N ECOLOGY BLOCK � '- CONCRETE POST BASE i i � � NOTES - ALL CONCRETE POST BASE, SHALL BE 10" MINI�AUM DIAMEiER - ALL POSTS SHALL BE SPR:-ED AT 70' MAXIMUM INTERVALS UNLESS OlHER "."�E DIRECiED BY THE ENGINEER. NOT TO SCALE 'CALE: HORIZONTAL 1" = 2�� 3 0 � ASPHALT 11-IICKENED� EDGE SAWCUT EDGE, TACK AND SEAL � SLOPE EX. ASPHALT CSTC AND GRAVEL BASE � TO MATCH ADJACENT ROAD 2.0' NOT TO SCALE / / — pLL WALL DRAINAGE SHALL � / � , �w:: � BE DIRECTLY CONNECTED = '' � TO q2ANTY STORM SEWER � — cy�� OD r. - � SEGMENTAL CONCRETE RETAINING WALI SECTION H-H' SCALE: HORIZONTAL 1" = 20� 20.OD' 0 M d � THICKENED EDGE PROPOSED RETAINING WALL � !� 1`l�.%6 „ ___.. , .,..: _...... 7 S� , _... "-� � � _ , � i �OP � � � ��-� ���� / � / / 3.5' PLANTER � 2" ASPHALT CLASS B -' 2' CRUSHED SURFACING TOP COURSE 7" GRAVEL BASE IG�,1 i r NOT TO SCALE APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL CITY ENGINEER: DATE: CONSTRUCTION FOR THE APPROVED PROJECT IS TO START WITHIN ONE YEAR OF THIS DATE. CALL BEFORE YOU DIG 1- 800- 424- 5555 , / i _ � , �, , � +� � ,/ � _. _ �� , � �'���� "'. .� -' / ' s \ � � : � i f„ � / / � ✓'� t i � ,, �_._�._•. �`.-- ` ; �. i / ���� : - ,: . - , - :- , r ' :- ; ;.-` � . , . , , - � / , , . t � � > ' 4 � ,,: . ,. , , ; ' , ' , o . : �� � � � , `%I a , , ,, , , ; i ;.E r �� , ti� � / 1� � _ � . : ; � .. , , ; . � � � � f� � � � ,� � / _� , �,, � , .--�. � � ,,,�/Py `L � C��.- � INTERSEC' i ! � , ;' - ' i ; .:, ; , � ,/.. G 2� . / � � � 7� k ✓ ; ., � ,' f ' : ; ,i ` � i �. � �� ,� � �O ,.. ,, � / � �' , � ✓ p t _ . ,. � % � .-V' � � � 1 ; +" � � s' . 'r �- f' �,� . . � r - . �F . ! / - r/ .i ;�' .. ; . 1� j�' _ � '.�� . _._ ____ _— , � � � � / , � -' : . E ,.- � � � FENCE _ , ,. .,./ . � � a �p / �'��� � s / � -, �/ '� `� � 3' MIN. J . -'�l� �Q / ' . � � � � � � � � TO�CENTE� ,/ ; � - _ "_ .---"� SIDEWALK OF POST R l /+ / . � r.� �'� s� �,/ .,- � = ,,/ / � � COIdS1idUCT BEAM GUARD RAIL '� '". , ,i ' � � 'k WITH FENCE IN ACCORDANCE � f' ,--` �� ,�' oa � �o w�ni sEcrorrs o2000—s.o2 ur� �" -'` f,,�`" .�' � � 02000-3.07 OF THE PROJECT t !�' ,i it / MANUAL ��0� ��' r �-' f:' � ', / j SEGMENTAL CONCRETE RETAINING WALL SHALL BE CONSiRUCiED IN ACCORDANCE �'�' � � WITH DESIGN OETAILS PROVI�ED BY y,, � Mp7ERIAL TESiING AND CONSUL7ING (MTC) GEOTECHNICAL REPORT, DATED APRIL 14, pP � 2003. — � � / __ _..,- _ 0 � 0 2 FT MIN 5' SIDEWALK _l�__. 16.00' �9, TYPICAL STREET SECTION NOT TO SCALE �3 REVISI�NS , � F&K CK 3 REV. PER COA COMMENTS GRC 2% 3" ASPHALT CLASS B -� 3" CRUSHED SURFACING TOP COURSE 7" GRAVEL BASE ANACORTES 2AWN BY� RNF DArE: 4/14/03 _ __ . PORTALIS STREET DETAILS 5' SIDEWALK 3.5' � PLANTER 0.50' ��, — .�� 4" CONCRETE SIDEWALK, EXCEPT AT DRIVEWAY LOCATIONS 4" CRUSHED SURFACING TOP COURSE FAKI�MA dc KING�A, 11v u. C�NSULTING ENGINEERS & SURVEY�RS 840 SE 8th Ave �102 �ak Horbor, Wn. 9827� C360) 675-5973 so.00' 32.00' 3 0 � WASHINGTON AS NOTED nw� "❑ 4369 sHEEr No. gT-3 /� �� SANITARY SE�M SERVICE (TYP) s; � o!/ � _.__�, ... - � � __ .: � -�. r � 5 MH �12 IIM = MATqi EX. GRWND JV. IN � 59.00 �V. WT � 58.90 � �; 0 40 80 120 SCA�E IN FEET ��y _. / � ` � SS MH � SiA 12#�2.7 15.2 ✓ �� � � oQ o ��� ' / + � ,�� 1 � , ,� . � ' . r , e ` ... .. .`., \ 9 � ` , � . `FXt., } 2" C.fl. KIM = �5./y INV.E=49.79 INV. E = 49.84 INV. SW = 49.62 ' � �` � �'� _ _ STA 15+70.5 1.7 L � � � ��- .. 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O a ���I� � � .. ..._,..__ . __ .. _ _ . � � r,., . o,� � -. ._.__ OA h � �y' � � � W ` ' � < _ '-� _ _ ' •+ � ,, ry�, � �'f j r: 100 SANITARY SEWER " -' �_, - gEliB CK LiNE - _ ___- • (/� «•n O\ . � _. ? � _ _ _.__. ., - _ �\` � � \ , 4 „ ;. '�`t� , y�` � �,`> , ' . _.. _ _ �- _�__�_ _ ___-._._�_.�_� ..___- __ - s�v�c� (iw) _ -._ __ - �Y A�y � e, � � ��„ ,. �.,. , r : � �� _._ _, _ � _�n _ __ _ _ _-___._.� ._.r_..__ . _ _ - _v. _ ..- — '�, AS`� . �� _ 1 + , _ � w , , _ � ( -,-.,.__ 4" _ _ �. m - - --' '< .�� o � % __ - o -, , _... - - . .. . �.� ,. � , ; z , ),� ____._ _ , � � »_ - � ' ._ _. r ,.F � ;� ALL STRUCTURES OUTSIDE ,OF PAVED AREA SHALL HAVE '12" DEEP x 12" EXTERIOR CONCRETE COLIAR AROUND FRAME AND GRATE ASSEMBLY SS MH /13 RIM = MATCH EX GRa1ND pROVIDE �ASEMENT RI�IIS INV IN � Si.9� DOCUMENT TO CITY OF INV WT = 57.8� ANACORTES PRIOR TO SS � CONNECTION. THIS AREA ., , '� P�RT OF ANACORTES /�y, � e p �.,,_ , , , o . _.. -_._ _ _ �__ � .__ . _. _ __ ___ _ '' � �� �� -*-1 j � - � ��-_-� --.___ - _� _- �. ____ . -- , \; -� � � w, � o , Aop : � .._.. _. s ��, � �� � � �ti � __- � INSTALL AND CAP 4' SS FM ` �. � � � � ;a � °•, F r �.. ,.. _. .,. . __.. _ _ K_ , , � � � — -_-- _ _ ....__ ____ _ __ _ _ � - ` -- _ _ __ � ___-- _ .. .__ _. _ .. - � AND 4' PVC EI�C. CONDUIT � Q �.� __ � -__ ..__ .,__ -_ _ _ _ _�_ _ _ ___ _ - _ _ ____ � � ,. K, � , , , ,.. . __ ,Dp' ,. • . . - _ ,._.. _ �.. , � '_ � _ _ �. __ _ _ _ ,_..� — _ _ _ _ _ - FOR FUTURE CONNECTION. , � `�'�,• � � ?p. o� , . -._- , _._.___�_. - � _ �-- --_._-.___. . �___ _--- --- - _.. _ __--- -- ----__� .___.____, _ __.. o � � � < , ��, ....`.�:�_ _ . �. _.,�. , -' '-.. 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VERIFY j � 0 4¢^ - - _ _ _ _ _ � _. .' ; .-''� .-, _. __� � � � ' \✓.p� W _ . \ effo� coNsrnucnari „ APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL CITY ENGINEER: DATE: CONSTRUCTI� �N FOR THE APPROVED PROJECT IS TO START WITHIN ONE YEAR OF TN�� DATE. :•o. . - e o_,___ - - --------.-- - __ � � _ — - _. _ � - -- - _ _ �_ w � �- - _ at� �'v,� so w - _-�..`_'— __p e_ . d , � _ ., — ----- > > , 00 — O rn �----- � � . _ �.. - .. � o - - : �- � .o �� �. o . : � � +- -----_ � w---- -w------w---- - ---- --- . ao , _ rto� 3 z o --i ----__ _ , -- - w - - - - - - � _ �.' __—=_-_�P— ., _ .. ___ __ q o o � W - � _ - _ s y�, _ _QP--------�-9P_. _ - - - - 13P _ - INSTALI AND CAP 4" j �' o - o - - �____� _, � ' - - N W - -- -�- - - W - - - - - - W - DLrQp- ELEC. CONOUIT FOR "Q � o - ----+- =�, ----� _ STA� HlGHWAY 2(� --__--� _ - - - ��RE C�1NECitON. �-- � o AL A- C`�' - ro EX7END 807H ENDS � Q/�(� S�1►G�UL o�— - _�' 5' BEYOND ROW ao --�_ + ---__ o_'�'_----- �rIOO 4�� � � )l�C1�fANOKPROJECTe ���' ���"�`��,� REVISI�NS F&K cK PORTAL.IS CALL BEFORE YOU DIG �' x 4/14/03 REVISIONS PER COA GRC 1-800-424'S555 - 6/OS/03 REVISE SS FM cRc SANITARY SEWER PLAN ,� Z � ro �asnNc s�w� sYs�, �. -�. � � °����'�,� 03 ANACORTES WASHINGTON 0 �AL 0.\ DRAWN BY� RNF nATE: 3/28/03 FAKI{EMA �C HINGMA, INC• SCAIE: .�w v 40. DWG. N0. 4369 �p�q� �p-y�-2ppq REviEwED Ev: �n1E: CONSULTWG ENGINEERS & SURVEY�RS narE� sHEET No. SS—'I � 840 SE 8th Ave #102 �ak Hnrbor, Wa. 98277 (360) 675-5973 ►�H �„ � „+s,.s ,.o � MH �9 � ,a+�,., zs.s � � o� //�� 20' unuTv , >�/ ; „ ' "//� y Pw sTA = �2'��s.4s P�n srs� - �o's'se --� �- -�- �- -I- -I- -I- �- �- --I- -I- + -I-- --�,- + -I- -I- -I- -+- -f- -�- �{"-�v ='�- -I- -I- P�v = �zs.o� -f- -�- -�-- --F- -+- -� ao. _ �.s� a • _ -s.os K�7.98 K=8.87 PVI STA = 14+50 80.00' VC ' B0.00' VC ' PVI ELEV � 99.49 � N -� �- + +i�ri + + + + + + �{- + + + + --�- KDs 14"3�9- + W2 a�'o + + °� + + + + �� � + - �-+ N + + + + + + � � � a z o •� �� i� P.- 5.00' a � � � �p oi � () � �� Z M�W '�i pp � + P � W W > > y�..�! > W � • Cp 't W � �a Ny�O°-M C7 p M $. O � 4j m m . . a � an o •o°' 1 � +�j a � in o EXISTING � � y �m � ,� � o -o�- �� �� � °� + � � + }�--�-- � m -�--GROUND + + -2927L + �- + + + � � + �� Y�+ + �� + + + �- + .� + + + m oi + $ 1`� v W �z � 3 PROFlIE _'_ ��-- � � aa $ +�rn � � $ � � ' �» � � �" rn •$g' 1 y� � � i� � �zz � � �12. � � � � $n +�1� �ii � w i m a N _--'�� 0 mn � ' y� �az �,,� m � m � _� -4.49% _ _ - - -�- -f- + - � � �z~+ + �zYI- + + � + CL FlNI� + + + + -I-' + + + __ __ -- + + + + + + + + + W �z� GRADE PROF7LE ---""- g� PVC 55 � ._- ---�------�- g• PVC 5S OO.O lF 04.48 %` -275X - - - � O 3.02 % �- �- + + + + _ _ _ _ - - - --`� - -� g'�VC SS 3.5 lF -f - + � + + + + + + + + + �' + _'7.00% __- ---- ----- O 2.73 % � P� � 245.5 LF EXISTING CL FINISHED ��� � 0 5.65 x GROUND rGRADE ELEVATION � / �LEVATION , , i / ___ DATUAC^EI.EV + + + + �- �- + - -�- � + is+oo �s+oo i�+oo �s+oo �s+oo �a+oo is+ao �z+oo >>+oo io+oo + + + � + usE sPOT �vanoNs iN P�AN FOR ROAD CON�UC710N ��,,,, ��. ,��o � �,� PORTALIS WAY PROFILE �- -� + + + + + + + -�I- -�- + --� -�- SCALE: HORIZONTAL 1" = 40' I I + + + + � + + + + + + + + + VER7ICAL 1' = 20' -+ �- + -F- � + � -}- � -� -�- �- --� --� �- -� -L -�- � -+ �- -F- -� -�- -� -I- �- -�-- � -� --� EXISTING GROUND HIGH PqNT ELEV � 79.39 PROFILE LOW POIN7 ELEV = 70.34 HIGH PqNT STA s 12t3�.85 -�- -�- + + + + + + + + + 3' BEHIND S/W + + + + PPVI ELEV 188026� LOW POINT�SiA g 15+2@�r + + + + + +PVNI pEV :t�#-50 + �NNI ELTEV =�78+.� + + PVI STA = 75+57.94 AD. �-12.00 PVI ELEV = 66.92 AD. _-4.52 A.D. _-2.30 CUL-DE- �-1.00X 15' FLAT-OU7 K e 2.08 K= 8.85 K=&71 - - A.D. s 18.52 5' 9DEWAIR' - --._ _ a o I 5.00' � � K a 5.40 � I.00° I I �� I 40.00' WC I �a -{- -} - + + + + + + + \ � + + � g•F -t-�, � + + + + + ' g� + + + o� + + �" + a vin �,o a•m � c , � 'n�` II o � � � mm 1 � � •mm A o �: +aow� g m o �a �a +°n°e� ¢ � ¢ w ¢�o� + '� � P '�e� R2 ,i, O�p ��a � an ,g� �y W a n Iy� P� p W� `�P ~ �» � . m n + m ° �� � �» ' p �» . 1 ?� -� -� + + + + + + + + + + + + �zZ � W � m� n +� + � o + + + + + ��z -� � -+� � + ��z -{-� � m m-{- + + �; m �� � z� P w q. FlNISFIED N � ��� PR�� EXISTING GROUND ��z m m PROFILE 7,ppX --�- �- -�- -� -�- -I- �- -+- -i- -� --I- --� � -F-- �- � �.00s.00z _ _ '�� -�- --�- -� -� + �.5zx + _ - -+ _ - _ _ -' _ _ _ _ _ + _ �.aox� _ _ � �_� �8.4 � _ 3' --- 0 9.� X g. P� �- ------ -- 3D3.8 LF O 0.78 8� PVC SS 88.2 O 0.45 X 8' P S5 1$9.0 LF O 0.42 x 8" PVC SS DA� -�- -� + + + + + + + + + + + + + + + + + + + + CL NISHED + + GROUND N �m ,o� r�� u�� o� � � N� ,� � ap �. i. P M P cv �n ELEVATION �M N � p CL�VATION � n rn w � w ��o � � �� � �� m ro'9 �� �n �n �o �n �`n �� ^i. �`n "n n „ i` � m � �- -� + + + + + + -�- + + - �- PVI ST�1J�a 70+75 + + pVl ELE�V = 700.37 17+00 16+00 15+00 14+00 13+00 12 00 11+00 1D+00 PVI STA � 11+52.50 p,D. _ -10.00 PVI STA = 12+�.�0 PVI ELEV s 91.07 K: g,pp �o� = 9�� i i �HANN � MARKER LANE PROFILE K= 8.03 80•�� � W n PVI ELEV � �7.50 I � j a? � SCALE: HORIZONTAL 1' = 40' � + + �- . -�- . �-- -�-- --I- -I -I�I��� a.�. _ - •s� �g(�(� ' vc -4- �- -�- -I- -�- � �- -{- vERncn� �• = zo' � I I � �f � � �( v � � � TT�- � a W > . I 30.00' VC � � '� °' v�y �a �i + >- Ci us n ma o 0 3 g �- + + v a� e c n '°°° � w ¢�� ^ � � � + + + -� -� -�-- -+- -�- + -i- + + SUBROVED O 0 HE �CNTY R FC AINACORTES -� S3n�j- � �>�-� � Nn J-- o �� -� -I f o •r��� •�;i J- M� m �;j DESIGN STANDARDS, APPLICABLE a� ,�o,� .NP � � m ^� n� �°° +a, r� W�' �Z � N ORDINANCES AND CODES AS OF • o �o�o� i.i s F, ,.�� oo N y; � p zo DATE 0� APPROVAL m �.00 +� � Y � ,�m, .MaOt01 �_� W W i�!> � +nM� n � �2Z . � � � �?�b 1==� ��� � "v m � -2.007G -_- + + + -+ ��- + �»>+ + + + + + + .�� , , - - - + + . + + + -+- + + -+- + + + �zz �?�� �p� CITY ENGINEER DATE: EGROUND �� ���� -266X _ _ _ _ _ _ o �- "71B•� �` CONSTRUCTION FOR THE APPROVED PROFILE _� - - - - 8. P� � � . �- -6.28% O 4.37 X PROJECT IS TO START WITHIN ONE + + + �- -o.a � -1.�, � +-- - - - 205.8 tF�- � � + � � + + + + + + + + + + + YEAR OF THIS DATE. -_- --- - a. pV�55 �� EXISTING CL FlNISHED ��g 4� o ELEVATION ELEVATION w.� � o a�� DATIldf ELEV -�- -F- -f - �- -I- -I- --I-- -�-- -I- -�- -I- -I- �- -f - -I- � - �- �_ so. o0 � I � � I � � I � I � I � I � � � ( � � � 15+00 14+00 13+0a 12+00 71+00 USE S70T ELEVA710NS IN � so� R�� Tos�ocnori pORTALIS COURT RROFILE �- - �- �- I _� � _L SCALE+`/ERTICAL 1L 1= 20`4p + -� � �- + io+oo CALL BEFORE YOU DIG 1-800-424-5555 �\�3 , i _. �._ ...�� ..� ROTATE 8' 45' ABOVE USE MANUI BELL AND NO CLAMP FlT'fINGS. 8' PVC SIDE SEWER DETAIL NOT TO SCALE N OTE: iNsraLL s�� se�Rs iN ac�oarace xn�►+ arr oF arucoR�s •� aoac�uP (�Rroa� �o�)' ��r,v�. � ; APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL ----------------------- CITY ENGINEER: DATE: CONSTRUCTION FOR THE APPROVED PROJECT IS TO START WITHIN ONE YEAR OF THIS DATE. CALL BEFORE YOU DIG 1- 800- 424- 5555 �3 ,1��\�,. 0 40 80 120 SCALE IN FEET / �� � _\ . �. h ��a � � , � , EX:� 12� �.vc.SD ALL STRUCTURES OUTSIDE OF PAVED AREA SHALL HAVE 12" DEEP x 12" EXTERIOR 'CONCRETE COLLAR AROUND FRAME AND GRATE ASSEMBLY R M SD 5H79 REMOVE EXIS7ING INV. E= 49.79 12 STORM DRAIN INV. E= 49.84 P�PES, niis a�a iNv. sw = as.s2 R�'�1� °MTM NOTED PIPE CB /18 - TYPE II- � � RIM ffi 57.40 " INV. IN E = 52.50 . '� INV. IN S = 52.50 _-� ).��-e� INV OI1T s F2d0 M7 - TYPE I = 63.00 IN = 80.00 OUT = 59.90 �..4�� � / � %4.�0 � CB #19 - TYPE I RIM � 58.40 INV. IN = 53.40 INV. WT = 53.3t � �,e��� s 64.00 IN = 81.50 our s e�.ao �i � ss � � �� _ . � N �'� j' � � U: - t�11 � N _ � � _ , � � { ^ `` � _. -�- C�___- R � 8" RJ' gl�'W r- � � r _ � �-' . . _ - p, _ ' 6 _.. - � . . . . . �, - �� �... ._� su ...w : c.o. j/9 - 7YPE I � 15+58.7 10.0 L /� c� ,� �€ i (naau cu� i� sra rs+�o.� - TYPE 1 •27.0 70.0 L 14+33.8 15.0 L ___, . - - - 8' STORY DR/UN SERVICE (TYP) 8' STORM SERVICE ( r � 1i � 7YPE � U WR� INI.ET) 10+39.4 31.1 R \ / "/ / ' ���� /� / �� ,�'S' _ � � a� ' � � % � ' � _ Q . ' ��/ j �� - - � VC. �. 13'�. �, p -- 55 � l� � �.:. ._ - �_ �f . Q�G VC , ` . � . a' .\.� d o ��+;.. -` , - - - <.. �o _ ;. _ � . ,o � � CB #71 - TYPE I 00 . ., STA 10+66.8 70.0 L 4 � ��� �� ' � � , � / , /.� ` � 7 �. •:. 11 ' ��� �� ; . - / .. � QEV �.{� Ff EIEV. 7&00 � � , ��r ,,, f�` `` % lr° �p�� a'�` j: c -. c;o: `. � y;` ,,;. ,= I STORM � €�v rr.so El�V. 87.80 ��� /13 - TYPE I � 14+29.7 75.( FF ELEY. 81.a0 � �_, � �.� � . , . � . _.... • .,'- _ _- __ __ _ ______-- SS , --M ..__, _fF EIE1R.-79.50-_._-_.. �.-� .,, .n �a� ' * Q « -.___�_,___...___ .,v,. fF` ELEY. 91.80 FF �iY. 98.30 FF �EY � 6 --"� ;y FF ELEV. 90.50 FF ELEV. 81. � e" �'': o ,., , ff ELEY.-9S50 FlF ELEV. 94.90 Ff EL€V 68.30 .____. _-- • e� ' � � � �� � � , ,. n,. ; �Q � ` 80.50 .�F Q.EV. 83.50 FF ElEK- ___ ._____. hF E1E11. 97.50.' 1 � a _ __.._- _. . _ .. �F EIEV. 87.5G , ,% ' m ,, A . ._ _�_. 7j +S � � _ ' _,-__ - . : � O . . �.� -...�_ __._ _.. _ -`_' - _.._ _ _ _.... ...�--..�- ... �..--A _ f .__.�..., ._. _.. . . ..- ._ . _. _�. .... ,_.� �_ , . , _ � . _..�, _., . .. . - ----._- ._..._-�- _ „ � . r. . _ _ _._ -_ � ''� - -... ._ _....._ ._���..._ . � • � 1 � � � .:. . -.__. ....�.....� � _ o . .. . -.� �,:- . _ ,.: .�..�- .. .P_ __ _` ... _ . _.,..< N; . �- __ _. . �_..�_., .�- _._ � _ _-__ - �� : c.o. . � a ,,- ; �.a�ii se.00 _ � _ _ __ - ss _.._ _. 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TYPE I ! � � ' ' �"\. . � ,- 5:. , ce . _. � 6 8" .PV -�8" � � ,. , . � _ � >� < ,. ,. � �> � �., ,, f v �... . SS � - � �� �; .-�,ya . . ,, , , ,,. � r �.,,, �� � �,, y a � o�•, � �D7 � STA 12+20.0 15.0 R ,, �. •. ; : ��,. "�, � .� ...,.,. . "^;_ _ _ .O. _ � ' �' .,� . _ ' . . . : , `+�� .,,.... ', -�.� .... = _... - , � _ � ,,. u,x -�-� �..0 � 'I � ,; , �� ; p . � � G � � �� .. _ �, . -���-TYPEI �. _ , . . __.,. ''v� ,. ,, _>,. .... �-�...-,.. �:a.:..: . ., .....--. � �_ �. ���r'� ��- .. v ,.,� � .. � , .� � :' , �..., � � �,.. STA. 19+00.9 15.0 L � � � � .. ` .:. \. ._� . .. -a ,.... �-,... • -'.'-�-i^h:, r ..,.?'�' �� �. . ,v,e.:._ p"wf �.5�� .'�..� ' .. `� •. �. . , .4v. . ",..... .�a�� . l f I .._. � - .. , �.. ... .. .. �._ -.... .. . • .• a . :Ssi+Vf'. �O � � , -� , ...., .` .. .�.., -. ..... ... �.. ..._ .�.._._._ >'. . . ..- .:qY. .. _�A . J � p , : � , , , _ ,,�._.. .., ;�.. _ "SE � e ._ _ �� __ , _. , a,_ .�� , PHA e� . � , __ _,. � e . , _, _ �'�, ��� �RE �,:,� , ± Pvc --_. . A : �2 w , ._ ,...� ., . r M BRaN -___. � . - _ _ _ _____ f Q ss-� _ -- __.�. , _ � s oR � __ -._ _ _, __.._ _.�._ �-. ; :-- -� r -�:_ o , =� -�� , .. __ ,__ s�rtv�ce rrP _ �- � __, 7\- , ..'-.` _ . � ) - TYPE I ___.� . rt __..____ _..._____ ..._- ; rn' CB /8 - TYPE I _�. .,. 4 � � ,n; _ , ` �2. p � .1f a � � 'f . o � \ .op . �o _. cs ,�20 __. �c :. a Pvc ss. . �...,,, , __ _ _..__ STA 78+29.3 75.0 L ...._� rr_� _ -___ _. __ ,.,..� __ ��_ STA 17+21.1 7gA L ;<r` „ _. _----- - � _� _._.. __.�_, , � .;�` _. , _ _ _ _._ sf`� , ...._... , �, ., - . .._....�i� . SD 1. - M_ _. �..._ - � � _ .. - z_- _ .,._._._ _. � - _ � _,•- ..._ '�a.,� _ _ - . ; _._ __. _ _ � �'... .. .., .... �,. ...- \ ..�..�..... ........... ,... �._...,��.� _ R' �m"w^,"Y N i P.�r. ..R. SP* v'^.: i .�, x � ` ..... �..1 ..,� ' _.....�.-� ��. . ... ...._ -�^-.».�..,....a ` � \ �` 'F�i..rv�,Tk.�+' `✓.YPa"`V 't"'!e^ �` .�,... ..... ..i ........ '.....� -.. `�.� ..__._..._�..........�...�_.�_.�..�...._............._. � _ -.,�. . i'�' ~' sn-'^ . . . .. . . . . .. ' R _ �---- .� T _._.--.. --� �� �, � �,..: � , , _ �_�.. _•. ,.,. _ w _. ____ � ` "`�.. , i_. , -;., . _., '._........ `.. " '� ��''` ___ � `�q�� . ....... .....�. . . �: .__..... � .:::.`'"'`.,,..,, ..,.,._._ . . ___ . ro ` .__ _ � � . t ^_._ -,. STORM WAiER INTERIM CONNEC710N: - _ - -_ . " _ �_ � ., �..,__ . _. __.. _�_. � _ _ , ., r_�� � ._---� ., � � . � . � , _ _ __.. __ �- _. �� 1 INSTALL APPROXIMA7ELY 150 LF OF ., ._, - _'_�_ CB�#4 � 'fl'�E I _ � � �� Aj,�\ � �+�� , o _ +. � _ , ,_ __._.__ .. ,_ � _ . _ . , ,d _ >: ,� _ _ _ �_ �_ _ _ - � .. _ , _ . _,. ____ 7 _ e , ._, _-� _. - _ O � � ` ` �p . � . � ^� ,,-_ < __ ' o � � � ,' , "� - _ . \ . � � ` ' a, QP � "' w.�.,. _.. -� < � -i\ `^ ,. , Q �. o ^, � � {y � > � _ `-_ , ^' a � � �' - .__ APPROXIMAiE LOCAiION OF o � `� yy � e \ . � EXISTING WAT�RLIN�. VERIFY � �� � � -� � _, � �. ��ORE CON�TRUCTION � `. , �, Op `\ , �. � � INSTALL 10.0 LF o � w � � � � � � 12' PVC SD O LO 7L. � CAP END FOR FUTURE CB /22 � cu w` usE sra �s+oo.o ss.z � � � .� RIM = 720.81 INV. IN = 11&11 �' � INV. WT = 118.01 � � APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL CIT°! ENGINEER: DATE: COR�TRUCTION FOR THE APPROVED pR�JECT IS TO START WITHIN ONE yEpri OF THIS DATE. �.--,`; / '; `, "--�. I -._� 'r ��, ` ;,z• H�vv�, soR ,�. ns,M 3aoe. euTr D +, FUSION WELDED PIPE. SHAPE SLOPE ��� , ; NAIHIN 20 FT EASEMENT AREA TO � PERMIT PIPE TO BE INSTALLED WITH I��'; ` BEND RADIUS NO LESS 1HAN 25 FT. �k �' PIPE SHALL HAVE MINIMUM 7.5 FT � �' �=f-_ �_ '` COVER IN ALL AREAS. �- .,__ .-�_ �:._: --__.-'-. _.a �-= _ - ^ � . - .. _�.,.._� � � � , .� �Fp`��`� � - p,Sp�Pyj' _ �r� --._.��.� f.. � 18 . � � -- �� o � �3 STA 15+37.5 16.0 L RIM = 119.12 INV. IN = 118.62 INV OUT = 118.52 CB �21 - TYPE II-48' INSTALL 24"x24' SQUARE FRAME AND (�tATE. OLYMPIC FWNDRY SM 76G, OR EQUAL Posmo►+ oveR s�s. STA 74+59.4 77.2 l(OAKES AVE) RIM ffi 779.45 INV. IN S= ti4.48 PVC INV. IN E= 716.16 PVC iNv. iN w = ��s.�s Pvc INV. WT N � 114.35 PVC _.._ . _. . _.._ �.. _ __ _.--..,. _ _� � _ . . � __ - - _ __. � ,_m ___ � � __ _. __ _ _ _.. _ _. ._ ,._ _ _ _ _._ _. - __,__ _ _ ._ �.. _ ___.__ ____ � ,-- _ROVEwI; ��o --- - ____ ,�i __ __ . ___ _ _ _ _ __ _ ___ - -- ENT`�W PER YYSDOT .('ral4 -�4PP - � � __ ___ _ _ _ -.� ____ ", RJ .. _- _ _ R�i/Et� PLAF(�-„ a __. _ ._, �' __ � _ - ;. - � _ _ _ _ , _,_. _._ �-.. �. , . . �. o� . .� :• .-> ___ - - __s._.__. - � ,-.,=_'____ _ , • �,_.� ,�> a._ ._ �. �zz_--w-_�_ _ o p ----- --- ` o � -w------w---- __ -------_-_.�P--- ' � ; ,' - __ _ _ � Row � � - w - - - - - - w - $- " �'-------_- �`--r3 . .. _ ; --- -- - -- o - o - _ � _ � �W-- ---w---�---w------ �P------ -9e -- --4P--- r ce �4 � - a - -----+- � .- } _ STA� HIGHWA Y 2l� w -� - - - - -N _ _ __ _�-_- OP _ � _ OP � �P � sra e�+�s.g is.o L � OAK S AVENUE � _` --N ----- w RIM � 124.97 � o �' INV. OUT = 122.47 �J � o------ - ----�--- �� j R Od\FAN�KPROJECIS\4369PdRTAtJS\ORANiNGS\4369BASE9.DWG �'����.�A�''c�� REVISIONS FdtK CK ��@ s% ���' � 6/09/03 REV. PER COA COMMENTS GRC P OR TALI S PR STORM SEWER PLAN CALL BEFORE 1'OU DIG _ ` WASHINGTON 1-800-424�5555 ° �° ANACORTES �ONAL �� �\�`� nRawN ar� narc� sca�E: �. _�• DWG. N�. 4.3F)9 � RN� 4/23/03 FAI�I[A 8c KINGMA, INC. IXPIRES 72-21-20D4 REviEwED Br: nAiE: CONSULTING ENGINEERS & SURVEYORS nA7E� sHEEi No. �D_1 840�SE 8th Ave #102 �ak Har6or, Wa. 98277 (360) 675-5973 . SETHACK � ;' `:� - TYPE I �90.0 15.0 ^\ CB }'I - TYF STA 11+63.8 PORT OF ANACORTES -__ -.._. . �_ . .. ._ aa� .... _..._-. __."` ._-. __..._ � a,•� .� .`_ ,-_____ - � 1 Py� --�� �~ -�'"w � ---- Q � �x o � ;� o a APPROXIMATE L�Al10N OF � EXISiiNG WATERUNE VERIFY - ,� �I � I .� . • �` � s:!� ��/.i►� � \ ��\ za' unury � y� � fF EIEV. 80.00 / PH srA = 12+�s.4s � � -� -F- �- �-- -� -i- -i- -�- --� -�-- �-- -� --� --�- - {- --�- -�- -f-- -�- -�"-°Ev ' 'o� A.D. = 7.51 K = a.ss PVI STA = 14+50 I 60.00' VC I PVI ELEV = 99.49 A.D. = 1.74 �- �- + +w + + + + + + + + + + + �-- i = 14'� -�- j m + �a + + + a�' g � � 5.00' �� � o �o � m , �na w �7 ZW �A' O� W � �. > • �P tJ � •mo � + o o� , -F a t�Q/ r M � a•- I+� N� �a � o . m � 1 .p.o AF � > � V a O.� , O-o -�L � � a!■��1���__ � �� I��- Z I � I a �i�n__�� aa�- ' Na�wo oa � � T I I m W � I W'"'I �� ��� I � Gl �» I I � � � an i � nn� � oi w � $ M �� � + �zz � w �zz ,.� NN� .nao � 'ma w � a� � � ' �__ W a � •���� i+w�� i+�p W � �;; �» i- zz f- � 'w�� '+�,s� ��� a�� � � � m a" �a O I+��� �zz� �zZ �zi W m - I-- - F- = gm� � �Z� � �_'__� -I- � -1- + -I- --� -I- �-- -i- --�- �-- �-- � g^n W �-- CL FlNISHED _ -4-4� p 4.67 X 12 PYC � 12' Q� GRADE PROFlLE ��.g � ¢ 1 Q __- --"_ it�n��- � --' �,_� � _._ -- 89.1 lF O 4.79 7G tY PVC ¢ �» -2.75% 12 PVC � � �=Z z�o o � o a.n x+ -�- -I-- -F- -� -�- -F- -� �- -� _7 00� + - --�- - - - - ���s � o z.ss x �2" PVC SD - --p 6?J7� 73.5 LF O 3.87 7G 43.6 LF 10�.0 � � gp 12' PYC SD O 1.77 :G EXISTING CL FlNISHED 72' PVC SD ELEVATION � / ELEVATION �- �- + �- -�- + 19+00 17+00 USE SP9T ELEVAiIONS IN PLAN FOR ROAD CONSiRUCiION FROM STA. 1�+50 TO END �}- -� + + + + + + + + + + + + �- �- + -�- � + � + � J-- -� -� --� -� -� -+- -'- --�- -L -�- � -�- -'- -� �-- -�- � -�-- -�- � -�-- EXISi1NG GROUND WIGH POINT ELEV � 79.39 PROFILE LOW POINT ELEV = 70.34 HIGH POINT STA = 12+36.85 -I- -� �- -�- -�- -� -I- -+- -�- �-- --� �� �-- �-- �- + Pw�a - 's+z�•� �ow �an�}s�a a 9�ze.��- -i- -�- -+- -1- -�-- --�Pw sra ��so -f- � sra m ��+a� -�- -I- -I- 3' BEHIND 5/MI PVI ELEV s 80.26 PVI STA = 15+5t.94 PVI �LEV = 79.55 P�A ELEV = 78.45 AD. _ -4.52 A.D. _ -2.30 A.D. �-12.00 PVI ELEV a 68.92 K a 8.95 K=�.77 �L�DE�g�_ __ -1.00X 15' FIAT-WT K s 2.08 AD. = 1�.52 5' SIDEWNK - _- � I 5.00' � K s 5.40 ' 40.00� VC ' I 00' I � �\ �' + "�� ao � 10000' VC I + + + + + + + + + + + � + aa�+ �- -� �- -+ -I- � -� �- -I- � W "Z g� N ��� � . � � ��g �m orc=gn w o m a � aam a o� ,Qi n ou� n e�i N .'� 1 ,00n� N 1�}VAZ� � � +�o� • �V°m P � N P N h � � � � '{.nj ��PpNr'. I -_�I__-I��- ��>> ^°°l m a+o" v,�°�+m.1 a�`�,I �! w � I �_ iv"�i � �jIjYQ � + ,� A�Z� � I -� -L �- + �- �- -� �- T I � 1 cmi ~vl.�..-KZZ �� }'� I +�T' � 1 oT � d � �- � � I � � � 5 m � a � � � �? �zzZ� W � S.. � +n�- '� n w W m w m m ¢_�m w m'^ � zz v' m Y ''' �»> � � � � CL FlNISFiED � � W ¢??? �> GRADE PROFlLE EXISTING GROUND �? � m PROFILE 7 �x � -�- -I- -I- -I- �- -� -I- -f - -�- -I- -I- -�- -� -� -� � 7.00 � _ _ r�o� �- �- �- �-- 3 � -�- _ _ _-I- _ - _ _ _' _ - - _ - - � _ 3.30X� _ � �- -I- - - sa.a � }zo.7 � --_ ___ _ ____----- o �.s� z 0 .32 X 12 py� - - - - - EXISl1NG (�qpE �� 12' PVC $p � �'Q � GROUND O 0.50 % ELEVAiION D -�- �- + + + + + + + + + + + + + + + + 2� PYC SD+ + �A110N + -� + + + + + + -- ... �.. _ ., .,, v� �, 4 -�- -� -}- -�- �-' + + + + + + + PPA ELE't� = 10�037 �- + 17 0+ o PVI STA = 11+52.50 p.D. _ -10.00 PVI ELEV � 97.07 K= g,pp PVI STA � 12+86.70 A.D. = 9.34 � PVI ELEV 87.50 K=&03 I 80.00� VC z ano + � + + + + + aD �2 P K=8.9 + �-I ��'� + � > � I 30.00' VC I � � � '�`i 'n ^ " O ; g > � �a a + � � � m +o ��� _o�1 i. � a v ��a J- . � -+- a(V -L �- . -�- O m -� w �- � -F o _1- . . _L m � � . p� aag Nn �ao + m N� •a� �°i W W � t� �� ��n �N� A � .Fcmo 1 ' P � ^ � � +cno� � � r O��nn, I'k'cnu��", �Z� � � m �� W w � o i � 1 1 r ��2�i �'�>$ �y -I�m_- �> -_J����_ -2.007G F i»> � I KZ2 1 � �T W I �� � I '��'Xi _ ���� N,,�zzz _- ' EXISi1NG q� FlNISFI� - - - - GROUND GRADE PROFlLE -2.667G _ _ - - - - - - PROFILE - - - - -' - + -8.28X _ '� - �„ pVC SD 7.3 LF + + + + + �- _� „_r_� -Q.gpbj, - '_ • 0 2.52 S - 12' PVC SD 137.3 IF O 1.91 X 12 PVC S� ��� EXISTING q. FlNISHED ELEVATION � � ELEVAiION _,_.,_ _ -� �_ 15+00 14+00 13+00 12+00 11+00 USE SPOT EIFVATIONS IN �P o s°aROa+so� o ao n0N PORTAUS COURT PROFI�� -� _ J- � � �_ � J_ SCALE�.�H_ORTICAL AL 1 "�--� 40' _ � � + �_ + + Pw sTA - �o+s� �- -� -+- -f- �-- -� Pv��.ev = �aa ab. - -s.os � K = 6.81 a eo.00' vc . n � o N ����L� -�L -I���� 1 � + N � I " � � I � I `D � -, l � o c°0i � �+�� �' � � � W W W ;.; �Z � m EXISl1NG � ROUN� -�- --�- -2.92% + -�-- -�- �- -}- PROFILE � ._ - - - -' ���� �12� _����' , • -I- r -{- I --� �-- --� -I- -�- -� -I- +I � I + I+ + + + + + �- - i- �- + i I i I i I i � i � i I i � i � i � i � i � -�--- + -� + + 15+00 14+00 -T 13+00 12+00 11+00 � � 10�-00 F'ORTALIS WAY PROFILE SCALE: HORIZONTAL t" = 40' + + + + + + + + �- + + + + + + + VERTICAL 1" = 20° � � i is+oo ' ' iz+oo ' ii+oo ,u+�� 16+00 15+00 14+00 rHANNEL MARKER LANE PROFILE � � � �- -I- � � --� SCA�E: VERIICAL AL 7� 20'4� �- �- -{- I I �- � + APPROVED FOR CONSTRUCTION _� + +_ + + + + -�I- -{- -�- + -I- � + + SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL ---� ---� -{- --{--- ---� --� -� � --�- -I- -i- � ___ t � -t- _-____--_-_-_-_______ CITY ENGINEER: DATE: CONSTRUCTION FOR THE APPROVED PROJECT IS TO START WITHIN ONE �_ _� _+ --� --� -� + + -f- --� -� + + + + YEAR OF THIS DATE. + + �- + + + + + + + + + + + + + + 10+00 CALL BEFORE YOU DIG 1-800-42�-5555 __ I i � a J � �� `1 , OUTLET �NGE�j h INLET t . �v . ' � CONSTRUCT R�INFORCED ' WARRY SPAtL SPILLWAY. , CREST FLOW LJNE = 47.0. , f ,%" SEE SPILLWAY DETAIL, !� SHEET TESC-7 0 ; f cP� , r �a� ' �� � , F Q Q M`O / tP� �� �O r i' s � �� 0 v � ' i l. IV .... ` c �OND MAINTENANCE > " .r `"��, < tOAD. PLACE 3' ;STC AND B' > �; ;_ iALLAST. MAX. ,, , i.OPE = 20x a : - ' / . � '`-: ,� � � � � s. ., .. . , �.- .- q - � �.i`e'�e a ."�r-�., ._:. �� ,:.` ,�, _� � `� e � g�:- � ' _ \.` , � � ar;e � ,.,...4�... .... . EXISTING EMERGENCY SPILLWAY. OVERFIOW ELEVATION = 41.41 . � �s /� � � \ � � \ ' � \ � ► � � \ � .• .- . � FINISHED GRADE PROFILE � (iH15 AREA) � � EXISl1NG GROUND �� PROFILE PRIOR TO THIS DISTANCE POND EXCAVATION � � j�_ VERIFIED TO NOT � / EXCEED 6.0 FT / / i / — � / �� / / � \ / / /� � � � \ / \ — — EXISi1NG GROUND POND BOTTOkI PROFlLE FlNISHm GRADE DATUd! ELEV ELEVA110N = 35.00 25. 00 o+o0 1+00 z+oo DETEN110N POND SECTION J—J' SCALE: HORIZONTAL 1" = 40' vERncn� i" = zo' NOTE: DETENTION AND WET POND PLANTING SHALL BE IN ACCORDANCE WITH LANDSCAPE PLANS. APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL CITY ENGINEER: DATE: CONSTRUCTION FOR 1'HE APPROVED PROJECT IS TO START WITHIN ONE YEAR OF THIS DATE. . : �- I � � I : :�� , .1 �3 , � ��..._ _.�.;: . �i:.. .,.,. � :;. > ` .;: � ' � �Q �P ( .. V � �� �P Q'� r. FUiURE PHA� �'o / \ � � \ � � ` \ � \ � / � � / 1 � I.E. = 41.50 NEW 12" PVC POND OUTLET PIPE I I.E. OUT = 36.00 -VERIFY INVERT MATCH TO OUiLET PIPE � � ROCKERY BERMS TO BE � . CONSTRUCTED OF ON-SI1E � ROCKS RANGING FROM GROUND PROFILE 0.5-7.0 CF. TOP WIDTH = 2.0 FT PRIOR TO POND WITH 1.5:1 SIDE SLOPES EXCAVATION � CONSTRUCT OUTLET AREA AT MAXIMUM 1.5:1 SLOPE. EX. CONTROL MANHOIE, PLACE 3 CUBIC YARDS OF ///��� MOD�FY AS SHOWN HERE, QUARRY SPALLS, MIN. DEPlH / AND ON DETAIL, THIS SHEET OF PLACEMENT, 1.0 FT � WET POND CONTROL EXIS7ING GROUND PIPE WITH INVERTED � PROFlLE ` � SLOPE � — — — — — / "�� WET POND i � � SURFACE ENiT2ANCE ROAD � _ _ — � = i i I.E = 36.50 I. . _ .DO � — — � — — — — EXIS7ING 12" SD NEW 6" P4C� OND DRAIN EXCAVAiE BOTTOM OF POND � W/ BRASS GATE VALVE &c BOX 70 35.0. (FU7URE SEDIMENT DATUAf ELEV — STORAGE TO 36.0) ,25.00 3+00 : �� RER �.. � ,' � _, �. ` � ( I 1 2+00 i+00 0+00 DETENTION POND SECTION I—I' SCALE: HORI20NTAL 1" = 40' VERTICAC 1" = 20' t /2' DIA. HOLE 3 PLACES TYP. MATERfAL: ' ~ 1/4"x 2"BAR. 1 REQUIRED � I \ # PROVIDE WEATHER RESISTANT LOCK � BOLTS \ C.I. RING. ANCHOR TO C.B. COVER w. 1/2 '. ANCHOR BOLTS CENTER RING �VER �PENdNG. — L�CKABLE MANH�LE COVER C.B. COVER. CENTER � ACCESS ❑VER STEPS, �s iiz• nia, N' a�E_ 2 PLACES TYP. MATERIAL� 1/4'x 2'BAR. 3 MIN, REQ'D NOTE: CONSTRUCT COVER OF 5/16" STEEL PLAlE. PAINT ONE COAT RUST PREVENTATIVE PRIMER, PAINT TWO COATS DARK GREEN ENAMEL. CONTROL MANHOLE COVER NOT TO SCALE � A: IE= 43.40 B: IE= 44.90 w a � g^ a a a 6' � N _ MAX. � I, 7 z z � J � a WELDED EtBOW WITH ORIFICE DRILLED IN END PLATE ELBOW A: ORIFlCE DIA. = 5.25' ELBOW B: ORIFICE DIA. = 6.73' ELBOW DETAIL NOT TO SCALE REMOVE EXISTING CONCRETE COVER AND ADD RISER. INSTALL CONTROL MANHOLE � COVER AS DEFINED IN DETAIL HEREIN. PROPOSED TOP EL. 47.5 INSTALL LADDER, PER WSDOT STANDARD PLAN, B-1e �� SPILLWAY EL. 46.25 . (CRITICA�), GALV.SiLPULL ROD � FASiEN TO TOP RUNG I ; FLAP —� �- INSTALL 2 EA. MIN.: 2" MIN. WIDTH STRAPS w. 3/8" ST. SiEEL ANCHOR BOLTS. 36" MAX. UNSUPPORTED LENGTH. TWO CONTROL ORIFlCE EIBOWS PER ELBOW DETAIL REMOVE EXISTING T—STRUCTURE AND REPLACE WITH — 12" ALUMINUM T—SIRUCTURE WITH CHARACTERIS11C5 DEFINED HEREIN. � 24" ,I 24' I, -- -:l:: - --- - "—' � INV OUT EL. 36.00 (VERIFI� RESTRICTOR PLATE w. EXISIING TYPE 2 CATCH BASIN 3.09" Dlp. ORIFlCE O EL 34.00 RETAIN SHARP EDGES. CONSTRUCTION NOTES: 1. CON'TROL DEVICE SHAIL BE FAC70RY FABRICATED 2. INSTALL CATCH BASIN COVER AND C.I.RING SO THAT A VISUAL INSPECTION CAN BE MADE INSIDE AND DOWN 'fHE LENGTH OF THE CONTROL DEVICE, BUT AS FAR AS POSSIBLE OFF TO ONE SIDE OF 'fHE CATCH BASIN 50 AS TO NOT RES- TRICT ACCESS INTO THE CATCH BASIN. 3. THE CAST �N PLACE STEPS SHALL BE IOCAiED DIRECTLY UNDERNEATH THE ACCESS OPENING. CONTROL MANHOLE MODIFICATIONS NOT TO SCALE � REVISIONS F&K �K PORTALIS 5 REV. PER COA COMMENTS GRC DETENTION POND MODIFICATION PLAN ANACORTES nRAwN aY: RNF nATE' 4/22/03 FAKI�MA de KINGMA� INC. scA�E� REviEwEn ev: nnie� C�NSULTING ENGINEERS & SURVEY�RS DATE� 840 SE 8th Ave N102 Oak Har6or, Wa. 98277 (360) 675-5973 WA�HINGTON AS NOTED nw�. r+o. 4369 �SHEET N0. PND-1 OUTL€T PLAN VIEW NOT TO SCALE _� _ /- 90' ELL �_.__� , ``�, � � �-= v �,. �� � a 0- 40 80 120 SCALE IN FEET J� . fi �J % . (i�O��i�� �`\ e�� �\. Y INSTALL: � -1 EA. 8' FL DI TEE �; -7 E0. 8' MJxFL GV W/BOX -1 EA. 8' AAJ�ffI. ADAPTER -1 EA. 8' 11 1/4' FL DI BEND t E0. B'x6' FL DI RFDUCER -t EA. 6' MJ�1. GV W/�OX RESTRAIN ALL JDINTS / f :- � , INSfALL° � 2 FT BEHIND RIGHT-OF-WAY ' �' ;,j; �1 EA. FlRE HYDRANT ASSEM�LY ,�o ': ,;� , PER qTY OF ANACORT�S �'�` �'/, %:- . i� .% TYPICAL FlRE HYDRANT DETAII / � �� / �� \ � � s � _S�RJ,�_ B�RJ DI Wj r` INS7ALL: _ �� EA. 8�X8� MJ�L D� TEE -1 EA. 8" MJxFL GV W/80X \ RESTRAIN ALL JOINTS INSTALL: �j' -1 EA 8' Fl DI TEE -1 EA 8' MJxFL GV W/80X -1 EA. 8" MJ�L ADAPTER -� �a a'xs' �. oi R�ou� -7 EA B' MJ�L GV W/BOX RESTRAIN ALL JOINTS / � Mf/ •\11- � \ ��J I I�I.L.� -1 EA. 8' 77 1/4' MJ DI BEND RESTRAINT ON BEND, AS SHOW � `',� � �, � \ =EX' 12� i o.vc� S4 INSTALL• STA. 14+93.6 12.0 R -1 EA FlRE HYDRANT ASSEMIBLY P� aTr � rwnca:�s 7YPICAL FlRE HYDRANT DETAIL ' � '� � / "�" . INSTALL DUAL WATER SERVICE, � `�`i � � ' PER qTY OF ANACORiES , STANDARD DETAiI FOR SINGI.E � `� 3, 72..�, � �i; ;�� tr� AND DOUBLE SERVICE (TYP) i r p' -- / J't !,' r ; r r ,' � , f � � � n � - . r _ � � � INSTALL: IG � &" p c ��;• �� f, -1 �A 5" 22 1/2' YJ DI �@ID r'r ' �'`. � ,�, � i � . � `' � �y `•� � ' RESIRAINT ON @END. AS SHOWN /a {` \ �f l � ,(�y � fp ./` t�� f,-�_ �� "..,� .: ,�£ r ' � � % � t.t ✓/�� f ,f� % INSTALL WATER SER1iICE AT f /-/ INSTALL DUAL WATER SERVICE, TMIS LOCA710N NEM HIGH POINT ,� '� � PER dTY OF ANAC�tiES OF WATER MAIN V67TH VERTICAL ' i STANOARD DETAIL FOR SINq.E .`.r'' TAP PER DETAI�, 7F113 SHEE7. t ,%,` nrro ooue� s�rtHCE (TmD oraE �ocAnaa aelv � � %' ' � �o, u� � - � � ✓ INSTALL: 2 FT BEHIND RIGHT-OF-WAY mi EA FlRE HYDRANT ASSEMBLY PER qTY OF ANACORTES TYPICAL FlRE HYDRANT DETAIL CORP. STOP \ INSTALL COMPONENTS IN \ ACCORDANCE WITH CITY OF ANACORiES STANDARD DETAIL FOR SINGLE AND DOUBLE SERVICE WATER MAIN VERTICAL. TAPPED WATER SERVICE DETAI� NOT TO SCALE 20' UTILITY �� � ` ��\` � � � , T6 � � ` � �� �� °.'�': • �� l ���. �� � VA�' ,, � i ��/ . ���;�� � ' ��� ��`_/ _ . ` , �. � � / . ��, � � ���f � . � � _ ; , � :a i . � .. '- ` _' .. . ��i/`�� ���� ` , f INSTALL: / : �� INSTALL �N� ONATER �RV1C y/'' .� -1 EA 8' 22 1/2' MJxFL DI �END y: PER qTY OF ANACORTES i `` �� -t EA 8' 45' MJxFL DI BEN� � AND DOUBLE SERVICE TYP `� � ) �_ INSTALL: s '�"�-�,� �' . _ t RESTRAIN WHERE �IOWN ; '` I � � -1 EA B' 22 1/2' YJ Df BEND �,..-, ��, ___.._ . _., .-- � � f,; _ � >_ __ _ .,_ - ���, -. - t ... RESIRAINT ON BEND. AS SHOWN �„�------ �x � N +`�'n ,""U' �� �• .�-- � � . ___ � �"�"" � - __ - 1 ' I�TE � i� � � � ____._..� __.._ � .' N F� -._._._,,,� .�. .� . " . _.. 8 �___ ss , ' � . C_ _ _:e _ - �i , , � �� .` o,' � DI V7 �% _ i' � F � _.� - -�.. � ; . � _.� .._--�_.. -� � ��._. �.� ...P 8 RJ � � 2 :, _ �� a�.:. __ . � -__., �r- ,.. , 1 / �g_ r� � /. � . .:_ o . -OO . � z... � . . . _ .. . . . _ , � ..,�. � . � . . . � . . . _ . .. � " j � � � r__ \� �: �`�� � � �� �_ � , _`�"8 � PVC SII � y = S, _ 1 ' �F � / � . . � , , __w 1 ,, f N. ,,, � <,�:-� ✓_.„-.— '._' � .p � � , ,-^' t _� e. '.\ �' „ �' � 8°' PVC SE� ` - � .,+�Qyi'p�}L"`a _ .-._...,_._ �� ,..�-�-' � cn �" __r. ,_,.�,,., .- NN _. �v f ,..� ��-.-..-..�. _.._ _ .-_.- ... ) i `f , r -•-_. ..__.. t . -- ".... ._ •� � ' � ' �� rr. %„< � . � s'� . A1N f � � ^�.,. .r � � " 8-. ;, �.. F • � ,. • .. r . __: ; . _ g�`"�' � . �>., `�4 � �-_._ ..._�_ .._ - . y,.- � ° � � � � -- _ _ _ � �`Y --- ------- - --- --• ' � � a� y __ �.__ �_ �. � _ _u . . � _ . , ��-- _ - INSTALL: � �� � �',, � �� ��� INSTALL: . _ _..-- � �,. INSTALL: STA. 99+59.1 27A L � � I �� � ��� � -1 E0. S'x4' MJxFI. DI 7EE � INSTALI: � �. -""� -1 EA. 8�z2' SApDL€ -"-1 EA FlRE HYDRANT ASSEM@LY a , `-. .. -1 EA. B'X2' BRASS NIPPLE p� CITY OF' /JV/1CORlES �- 1. � `.. ""- -1 EA. 4" MJ�L GV W//60X -t EA. 8 x6 MJxFL DI TEE , ' co • >> 2 1 EA 8' MJ�ffL GV W/BOX -` -' EA. 2' GV W/2 OPERATING TYpICAL FlRE HYDRANT DETAIL . 3F , i 0 N' RESTRAIN ALL JOINTS -` NUT AND BOX _, _.__ �� o� w.-. '�" �_ 6' RESIRAINED JOINT PIPE '" . o) �- � � e.`,. - N M �f 1 EA. Yx2 MIPTxPJ COUPLI G ,� i �" �� - cr: - . "'__ ., ._.._--- - - RESTRAIN ALL JOINTS � -"' FORD C84-77. OR EWAL �' � � � �T � � < ,_ / ' o ,o` __ - 90 l � i'' ; os '�_'_�`_ ..._ _ - _ INSTALL DUAL WAT�R SERVICE, � o' __ `.. ., ti _ - , �_ f� �� �_-_ ..__.__. � . _ . _ _ �.'� �� . .� ; . . _.�- .-_ '` ~_ PER qTY OF ANACORTES � j \� 'z �� � e STMfDARD DETAIL FOR SINGLE _F . � 'n�.� � / a AND DWBLE SERVICE (TYP) � � . � " z' �� _, .' e . � _ _ ' � \. ✓.s.� . . — . ' p1 � e� ' ' . f� RJ DI _ 1 ----_ -----� . -o - ,. , __ T �RJ DI �. "'R,..,,� �... - !� 4 � . . � _ � � . . � - . r . ` . . . � � .. . M.i� � �. . . . . . . . . . . . � . �.�. �� y � : - . . . �1 . ' a ; � �.� _�. � . � --_ ,. �.., y� . ,,,T .�,,.�:k. .+ ' � . - . � - �. an � -. � ._. � � . �a 3 .PV j� .'a-w.�,� - ,- . -� t� . ,., .. . . � . . � . � - . . . . ��/ � - 'rr _. ,, . .,. , _ .. ,,. , , 8 iG SS. , 1 �..- 1 � .o _ a: _ o �'DC -�►_!y� `..t ., '` ' `y`�. � '� O ,� ,. pV � ' �o ' � ° �. .- � , � , ___--� -.�._� � �� � � � � `� .� �� -.� � ,_ � `� � E -- , �� , � _._ � A _ w.a` ..,,; ��� ;� . �.� _ .. ,: . g ' � - _ � � � s�� - � �'�� ,: � ..���. ��RE � pve.S �ea. .� PH `�- iNsrnu: -,.��, �a,., . , � ., 3 �^ � �: 6 -1 EA. B' 11 7 /4' MJ�L DI BEN J _ __.. ,: „„ . � --_- __ `1- : i ` a "' � _ . _...�__. .� .., � . ' ,.-..�'" P'W�"`� � �r .., "�.. s � 0� 'y . .._ _.-.. , „<_, 8 _�_._ - -_ ,_N-_� n 5D -, �n. �� 4s� M�� oi ��� ��'� �- _ tf ___ _ t � . � �,_. _ � ,;� , 2� :__ __�___-_ �.__ , _____,�---~ � ,r ��"� -- _ �``�"`� �. �� �-,,,, � -_�.�. `` � `` -� �,=\� _�` , �._ _ _ __ ...- --�� � ., T � - - �� u ,,`� �:_. RESTRaN WH�E 5H9WN - . � � � - . . -- �.. , , ,___ _ �-- _� __ ___ _ _._,.. � �. �' �, �. '�- �. ',, - _ ,, � -,. \ \.., N _. , `` -;"��.,, � _ MaNTaN 3.0' MIN. _ _ � Y � ^ o ---, �.�'--.. � _.�. ,. n - , . OA � ., __ � . j" N � �. ' � �.. �, ' � . _ �T�ERLINE��I DSTALL (` %. o � � �F � o.., `` `-... E�SiRRE�NE� �ENDS ,. . �'-. ``W\ ' � �,,� OA '' COIVFORM TO FlNAL / '� i � � _ ,- ,_ � � a � � < _ , , - .�. GRADE � `� w � � _ � ; Sr g �� ' �' � � ' z�'�� i �- ` � `��\ ` 1 � ,_ � W � ` , OP ,`_, �� "' �` w �� � � ba'_ '/� W � _ "'` ,- o �� �� O � � \ w� � a � �� APPROXIMATE LOCATION OF EXISTING WATERUNE VERIFY j o elYl�Or I�NICTOIInTlW � APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL �� � ,\ 5/8 INCH METERS 70 BANDONm BAq( TO THE CORP. STOP TO BE o� allo s€Rwc� uNE M1NEClED. INSTALL BRASS OR PLUG, IHIS AREA AND OF F1RE kIYDRANT `� CITY ENGII+EER: DATE: CONSTRUC�ION FOR THE APPROVED PROJECT f�' TO START WITHIN ONE YEAR pF �HIS DATE. CONNECT NEW 8' DI W LJNE TO E�0571NG 8� W UNE, THIS AREA INSTAU.: -1 EA 8'X8' TAPPIRi�� � -1 EA �' MJxFL GV ow,/ BOX � 't ';� STA. 17+14.2 27.0 L � -1 EA. FlRE HYDRANT ASSEMBLY � P� aTr � A�aca��s '� ,f TYPICAL FlRE HYDRAWT DETIUL 3 - �-.+.,- �'. �--�c_� ,_.w. . Y- 4�--- �.' _. J ...�= --___'-, �e ''� INSTALL: �� -1 EA 8" 71 1/4' MJ DI BEND --` �"`� RESTRAINT ON @END, AS SHOWN � ..-4� ; �1 �� I %.� SS INSTALL: SS $TA. 13+54.4 28.7 R -7 EA. FlRE HYDRANT ASSEMBLY P�R qTY OF ANACORTES y TYPICAL FlRE HYDRANT DETAIL r•.� - }2„�F �� �C�, wg W -�-T-�u���-'t+�-� o . . � ` _ � � -, � ��\ � � _ d ��.��y`\- �: A \ C � "�`'�.'�-.�...� �.-508� iNsrnu: _----.,__ .�- __...�---.__--•�� p �: ���''� -1 EA. 8"x2' SADOLE r� INSTALL: " \� �/'9�` i =sm -t EA. 6'X2' �RA� NIPPLE _1 EA. 8� J�l. DI TEE ` -1 EA. 2' GV W/2' �ERATING _1 EA B' MJxFL GV W/bOX INSTALL: INSTALL: �, NUT AND BOX - 6" RESTRAINED JOINT PI� -t EA. 8'x2" SADDLE -7 EA. 8" 22 9/2' MJ DI �ID �, -7 E0. 2'x2' MIPT�J COUPLJNG, -1 EA. 6'X2' BRFw^S NIPPLE � FORD C84-77, OR EQUAL RESTRAIN ALL JOINTS -t EA. 2� GV W/2' OPEItAT1NG • RESTRi41NT ON BEND. AS SHOWN '`.._ ___ ,._ , _�.___ ----- -- _ r, � _ . o, , � — _.� ____ _ ��_ _ ___ _ _.,, ... _ '_�.�- __. - UT AND BOX _. t ,� Iy . ____ _ ._ _ __ — �. _.,._ � _ � .__� _ � . ____- __._ ,�.. -'� -- — �---�_�_ __ _ .___,_�..__--- v p•�' � INSTALL: ' N _ _._ � AILS T0� .r__ � , �...-- �, � _ - - . -- _ _ _- _. —' 7 EA. MIPTxPJ COUPLING, � j ;��._ _____. . __ _ �_"'--_"--- -`— FORD C84s77. OR EQUAL -' -1 EA 8' 22 1/2' MJ DI BEND \,t ,, ___. ___e_.�__� i. �_._._ __�__ �.`f5'P `" _'�_" , � �-� L - __ -�- _� --"' , �._ . � ___ _ .__ _,._:_ __, _ v _ _.. _ ___ , _ _ _-.'"--- EIDETERMINED , � _ _ _ _ __-__ ; � , C \ . ._._.._..._ _�...._.___.. _ _ . ___.,_._.._ . _..._,. : x - . �r .,,. _-_-_. .___ " Psp .e�{ _._"__�_. __ _ '` „ fr _Y._.__. _. _-- . __. __. � _ 120 _. _._,_._ _.__. _-_-- - rz` --- -- ROV�KdO�I� :PER -WSDtiT - . ___ REsixxaiNr orr �o. ns sHowri � , � A .. , --.___ , �COy4 APPR0I�D �PF.�4 ,.�__.___._ r- ---- --_.___ _._ _.. _ -� - -�--_ _ , , . - - f2 _w ___�.�. ; - - __.__ ._ _ ___ � -- � ,. _ > � - __, - - - _ - - - e . . ,._._�. __'-'" % ,�--.� __ _ `-� �, � �� � - F,F` F .� � ` �F -• � - - W g `,___"" -�,.-�-"-"_— " _. _ f _... v, ' . PV� SD . ' . . ``e- -o � � � . . . . . - -' . � _, � . . . . < _� . _.__ � � - ._. , : , _. ., . . � . < . . - 3 k `, � a'1 � �9- ------W------ ---- __ ' o • . ; <a, > ROW - _ _ _ _ _ c _ Of r w_--_ � __ _ _�_ _�_.�P__- - __ . _ .�_,.. o� � � o ----- -� v '�' - - - �- - - W - - - - - - W - $- - - - _ --- ..QP— .. 9P� � - . . � . . �30- -. ,.. ...__ _ .__... .�; ___ ,. j� � � a - --+�- �5 TO BEN AB DON� BACK - W - - ._ '_ _ yy _ �9E---_--------pp - - - - - �P . OP �,OP--� - - srw : � o � � - --'- � �ro 1►+E �+aN ario swuT TA� HlCHWe4Y 2!� N - - --w-- _ — _ .- -. c APPROXIMATE LOCAiION OF � OAK S A41EII►UE � � EXIS7ING WAiERLINE. 1fERIFY VALVE OR CORP. OFF. r.� — DISCONNECT SERVICE UNE o -' �'---- + `'' BEFORE WNSTRUCTION AND PLUG OR CAP WITH o o-------'-" - �Q_� /� ��� � � � �ADCi\FANONPROJECTS\4369PORTAUS\DRFWINGS\4d69BA5E1.OWG � « �'�'� �;W�'�O�''�,� REVISIONS F&R CK PORTALIS CALL �EFOR� YOU DIG s" 6/05/03 REV. PER COA COMMENTS c c 1-800-4?'4--5555 WATERLINE PLAN °���� ANACORTES WASHINGTON �NAL q�Q3 DRRWN HY: �NF �ATE 5/01/03 FAKI�MA & KINGMA, INC• SCALE� 1• 0 40� DWG. N0. 43s9 _ _ _ IX�RES �2_z _2004 REVIEWE➢ BY� nnTE� CONSULTING ENGINEERS & SURVEYORS naie� sHEE1 No. W-' 840 SE 8th Ave #ID2 �ak Harbor, Wa. 98277 (360) 675-5973 / � \\ ���\ n� INSTALL: -1 EA 8' 11 1/4' MJxFL DI �END -1 EA 8' 45' MJxFL DI BEND RESiRAIN WHERE �kIOWN INSTALL DUAL ATER SERVICE, P� an o� �s STANDARD DETAIL SINqeE AND DWBLE SERVICE ) INSTALL: -7 EA. 8'ac6" FL DI T�E -1 EA. 8' 45' MJ�L DI �END �t EA. �" MJx� ADAPTER -1 EA. 6' MJ�L GV W/BOX , RESIRAIN ALL JOINTS �% 6 RJ DI • :� � �� 3r INS7ALL• -1 EA. 8' FL DI TEE -2 EA. 8' MJxFL GV W/@4X -1 EA. 8' FL GV W/BOX �t EA. 8' 11 1/4' MJ�1 DI B€ND RESTRAIN ALL JOINTS / PORT OF ANACORTES INSTALL: -1 EA. S' 22 1/2' MJ DI @END RESTR/UNT ON BEND, AS SHOWN -1 EA. 8' FL DI TEE -2 EA. 8' MJ�I. GV W/BOX -1 EA. 8' FL GV w/BOX -9 EA. B' 19 1/4' MJ�ffL DI BEND RESTRAIN ALL �INTS i� �l' �l li� \'� � 1. 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSlF2UCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUC110N TOJNSURE hIAT SEDIMENT LADEN WAiER DOES NOT ENTER iHE NAiURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCiION IS COMPLETED AN� POTENTIAL FOR ON—SITE EROSION HAS PASSED. 11iE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND A�DI110N5 TO EROSION/SEDIMENTA710N CONIROL SYSTEMS SHALL BE THE - RESPONSIBILITY OF THE CONTRACTOR. TNE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEFICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDIilONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE iHAT MORE EROSION AND SEDIMENTAiION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLEiE SILTATION CONTROL ON hIE PROPOSED SITE. OURING THE COURSE OF CONSTRUCTION, IT SHALI BE THE OBIIGATION AND RESPONSIBILITY OF THE CONIRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREAYED BY HIS ACTIViTIES AND TO PROVIDE ADDI710NAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERIIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSiEM. THE CONTRACTOR IS ADVISED THAT AT THE DIGRESSION OF THE ENGINEERING DEPARiMENT OF JURISDICTION, ADDITIONAL EROSION CONTROL REQUIREMENTS MAY BE CALLED FOR. 3. iHE CONlRACTOR SHALL KEEP SILTATION AREAS BEHIND SILT BERMS CLEAN DURING THE COURSE OF CONSIRUC110N. 4. EXISi1NG ROADS ARE TO BE KEPT CLEAN OAILY. 5. HYDROSEEDING MATERIALS SEED: AS SPECIFIED IN SECTION 9-14.2 OF THE STANDARD SPECIFlCATIONS WITH THE FOLLOWEO SPECIES PROPORTIONS: PROPORTIONS BY WEIGHT: COMMON NAME 35% PENNFlNE OR PALMER TURF TYPE PERENNIA� RYE 35% ALTA TALL FESCUE 20% COREAL RED CREEPING FESCUE 109� CALONIAL BENTGRASS FERl1LRER: AS SPECIFlED IN SECTION 9-14.3 OF STANDARD SPECIFlCATIONS. ANALYSIS: 10/20/20 (N,P,K). SUPPLY IN CONIROLLED RELEASE FORM NATH A MINIMUM OF TWO GROWING SEASON RELEASE PERIODS. MULCH: SILVA FIBER OR APPROVED EQUA�. TACKIFlER: ACRE J—TACK OR APPROVED EQUAL. PLACE SEED USING AN APPROVED TYPE HYDROSEEDER WHICH UTIlJZES WATER AS 'IHE CARRYING AGENT AND MAINTAINS CONTINUOUS AGITATION THROUGH PADDLE BLAOES. APPLY SEED AT A RATE OF 140 POUNDS PER ACRE. THE EQUIPMENT SHALL HAVE AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND MIX INTO A HOMOGENOUS SLURRY THE SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERIAL. DISTRIBUTION AND DISCHARGE LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL � BE EQUIPPE� WITH A SET OF HYDRAULIC DISCHARGE SPRAY NOZZLES WHICH WILL PROVIDE A UNIFORM DISTRIBUiION OF THE SLURRY. APPLY FERl1LIZER UNIFORMLY AT A RATE OF NOT LESS THAT 320 POUNDS PER ACRE. APPLY TACKING AGENT AT A RATE OF NOT LESS THAN 40 POUNDS PER ACRE. APPLY MULCH UNIFORMLY AT A RATE OF NOT LESS lHAN 2,000 POUNDS PER ACRE. 6. INSTALL GRAVEL FILTER OF 5/8" WASHED ROCK AT ENiRANCE TO OUlLET PIPE. 0 N 0 in � I N FILTER FABRIC MAlERIAL (EOS STANDARD SIEVE N0. 70) 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MAX. 2�� BY 2�� BY 14 GA. 4VIRE FABRIC OR EQUIV. BURY BOTTOM OF FI�1ER MATERIAL IN 8" BY 12" TRENCH 2" BY 4" WOOD POSTS, STANDARD OR BETTER OF EQUA� ALTERNAiE: STEEL FENCE POSTS FILIER FABRIC MATERI!' 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. PROVIDE 3/4"-1.5" WASHED� GRAVEL BACKFILL IN TRENCH AND ON BOTH SID OF FILTER FENCE FABRIC ON THE SURFACE � . I 2" BY 4" WOOD ALT: STEEL FENG� �..��� DETENTION POND SIDE SLOPE fILTER FABRIC 2• SILT FENCE DETAIL NOT TO SCALE , H c ci "y� qR fq� REINFORCE FLOWLINE AND SIDES OF SPILLWAY w. 4' — 8" QUARRY � SPALLS. SPILLWAY DETAIL NOT TO SCALE �\ EXISTING STORM DRAIN MANHOLE PLACE 5/8" WA5HED ROCK AT OUTLET PIPE ENTRANCE I-ii � M APPROVED FOR CONSTRUCTION SUBJECT TO THE CITY OF ANACORTES DESIGN STANDARDS, APPLICABLE ORDINANCES AND CODES AS OF DATE OF APPROVAL Ex. iz' Pvc 12" SLOTTED PVC. WRAP WITH FlLTER FABRIC OUTLET PIPE FILTER DETAIL NOT TO SCALE 0 20 40 60 SCALE IN FEET � CITY ENGINEER: REVISIONS 5 ADD GRAVEL FlLTER DTL DATE: CONSTRUCTION FOR THE APPROVED PROJECT IS TO START WITHIN ONE YEAR OF THIS DATE. FdcK CK PORTALIS GRC TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN ANACORTES DEiENTION POIVD AREA wASH�N�Totv DRAWN BY: RNF 11ATE� 3/2$/02 T. �?1i1771L♦ !� 7iii�T(r1i1' ?�T(r• SCALE: ,�A _ rLO. nw�. N❑. 4369 a eaa�a�r.mei c� aaai� �mts it� � ReviEwEn sv: naTE: CONSU�TING ENGINEERS & SURVEY�RS nnrE� sr+EEi N0. �SC-1 840 SE 8th Ave #102 Oak Harbor, Wa. 98277 �C360)�675-5973 CALL BEFORE YOU pIG 1—�00-424-555� 3