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DOC-2009-0293 - Vacinity Map Ground Work -
I'r" 5v I 1 1 1 1 11 1 1 \ m Y e r e e I I > e e ♦ - e t , 1 I I I I 1 I I 1 I s I I I I I I I I.1 I \I I l t l m SITE n ¢ re v ,e re > le m m I 1 I I \ pT I I 1 a a v e > e 11 1 1 1 1 I I a > e e ♦ e t ro Y s r e e I I I I I I I I i 1 I I I I I I I I I 1 1 1 1 1 1 I 1 "L,,,�♦ I I I I I I I I 1 1 1 1 1 1 1 1 1 I \ njn nju j/a jlejmjrej,vjm e ro n ,t ra /e ra ,e n ,e \ 1 _ oe \ a r e > ceo Y+ns V A \ rxew b lieA/wo \ %ia i+T7 \ I I I I I /o v e r e e ♦ a t r I I I I I I 1 I 1 1 I I 1 I I 1 I al> le a t t r I I I I I I 1 1 1 I I I I I I 1 11 1 1 \ 1 1 I 1 I et 7\ a 1 I I I I 1 1 1 1 1 1 1 1 IY Il /I (1 /e I> 18 lY I TABLE OF CONTENTS " I 'm ^IUInIVlmlylmlral,v'm i Y ,a SHEET NO. DRAWING TITLE m a e > C1 COVER SHEET AND VICINITY MAP e e > e e I I I♦ I , 1 a s I / 1 •1 I I ♦ 1a s ,r a a t 1 C2 TEMPORARY EROSION ANS SEDIMENTATION CONTROL PLAN C3 TOPOGRAPHIC SURVEY BY AZIMUTH NORTHWEST, INC. 1 C4 SITE AND GRADING PLAN Gl C5 UTILITY PLAN VICINITY MAP C6 SANITARY SEWER PLAN AND PROFILE 'sl' NOT TO SCALE C7 PROJECT NOTES C8 PROJECT DETAILS PROPERTY DESCRIPTION LOTS 1 TO 8, INCLUSIVE, BLOCK 56, "MAP OF THE CITY OF ANACORTES... ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, CONTACTS: ALSO, THAT PORTION OF ABANDONED RIGHT OF WAY OF THE GREAT NORTHERN RAILWAY 1 . CITY OF ANACORTES COMPANY BOUNDED AS FOLLOWS: A. STEVEN LANGE: PROJECT MANAGER ON THE NORTH BY THE NORTH LINE OF SAID BLOCK 56 EXTENDED EASTERLY, ON THE OFFICE: 360 299-1983 EAST BY THE WEST LINE OF "0" AVENUE EXTENDED, ON THE WEST BY THE CELL: 360-661-3468 SOUTHWESTERLY LINE OF SAID ABANDONED RIGHT OF WAY; AND ON THE SOUTH BY THE FAX: 360-293-1938 SOUTH LINE OF SAID LOT 1 EXTENDED EASTERLY. EMAIL: STEVEL@CiTYOFANACORTES.ORG EXCEPT THAT PORTION THEREOF LYING BETWEEN THE NORTH AND SOUTH LINES OF THE B. JIM BALDWIN: PUBLIC WORKS INSPECTOR ALLEY THROUGH SAID BLOCK 56 EXTENDED EASTERLY. OFFICE: TEL: 360-299-1972 CELL- 360-661-3547 SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. FAX: 360-293-1938 EMAIL: JIMB@CITYOFANACORTES.ORG C. ERIC SHJARBACK: ASSISTANT CITY ENGINEER OFFICE: 360-293-1920 FAX: 360-293-1938 PROPONENT SITE ADDRESS THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY LANNEY WIXSON ANACORTES SENIOR HOUSING OF ANACORTES REGARDING TECHNICAL AND ENGINEERING MATTERS. ANACORTES SENIOR HOUSING 1201 N AVENUE THE PUBLIC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR 1300 0 AVENUE ANACORTES , WA 98221 THE CITY OF ANACORTES FOR QUALITY ASSURANCE, SAFETY, FIELD ANACORTES I. WA 98221 COORDINATION AND INSPECTIONS. ANY OTHER CITY PERSONNEL SHOWING IMPLIED AUTHORITY ON—SITE SHOULD BE DIRECTED TO THE PROJECT MANAGER. IF THE PROJECT MANAGER IS UNAVAILABLE, THE LINE OF COMMUNICATION SHOULD BE FOLLOWED. 2. ADDITIONAL CONTACT INFORMATION A. CITY OF ANACORTES STREET DEPARTMENT ENGINEER/SURVEY FIRM MATERIAL TESTING COMPANY MAC JACKSON: FOREMAN OFFICE: 360-293-1921 SEMRAU ENGINEERING & SURVEYING COMPANY NAME: MATERIAL TESTING 2118 RIVERSIDE DR, SUITE 208 & CONSULTING, INC. B. CITY OF ANACORTES WATER DEPARTMENT MOUNT VERNON, WA 98273 OFFICE: (360) 755-1990 TERRY NEMETH: FOREMAN CONTACT: JOHN B. SEMRAU P.E. & P.L.S. OFFICE: 360-293-1921 TEL: 360-424-9566 FAX: (360) 755-1980 C. COMCAST CABLE FAX: 360-424-6222 CASEY JONES: CONSTRUCTION CELL: 425-508-7335 FAX: 360-527-8302 EMAIL: CASEY—JONES@CABLE.COMCAST.COM EROSION CONTROL SUPERVISOR D. CASCADE NATURAL GAS DEWIGHT BELL NAME: OFFICE: 36D-336-2189, EXT. 4211 (8-5) OFFICE: AFTER HOURS: 1-800-552-0615 CELL: FAX: 360-336-2564 E—MAIL: E. PSE / INTOLIGHT BRIAN WATERS OFFICE: 425-456-2701 CELL: 425-736-9109 FAX: 425-462-3149 EMAIL: BRIAN.WATERS@PSE.COM This plan sheet Is approved for construction in accordance with the City of F. VERIZON NORTHWEST Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the responsibility of the professional engineer, whose name and stamp CHRIS PARMETER: ENGINEER appear on this sheet. Acquiring, complying with, and providing mitigation for all OFFICE: 360-757-2489 Federal, State, County and local laws, permits and mandates, including but not FAX: 360-757-4338 limited to the the Endangered Species Act, Federal Wetland Permit, State EMAIL: CHRIS.PARMETER@VERIZON.NET ASSUMED Julnt of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Landowner, and their Engineer. The issuance of this permit shall not construed as G. VERIZON NORTHWEST proof of compliance with applicable laws and permit requirements. DEAN DUPRIS: CONSTRUCTION �`` "`` OFFICE: 360-757-7621 to 1g CELL: 360-770-7626 Know what's below. City Engineer Date Call before you dig, This approval will expire in one year from the date noted above. 10- � �t �o oB. s PW#09 . 019-DCM 1F WA ati c FIELD BOOK/PG.: COPYRIGHT 2009 Q o SCALES: CHANDLERS SQUARE INDEPENDENT LIVING SEMRAU ENGINEERING & SURVEYING, PLLC COVER SHEET HORIZONTAL : N/A DATE: 11,5110 4-0/ )F(F( _ CIVIL ENGINEERING • LAND SURVEYING • PLANNING VERTICAL : N/A BLOCK 56 , MAP OF THE CITY OF ANACORTES DRAWING: 4097NT.dwg 2118 RIVERSIDE DRIVE — SUITE 208 26626 AND VICINITY MAP NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 MOUNT VERNON, WA 98273 �On�S ISTZ?- IFS i I THAN 24"X 36" THEN SHEET ANACORTES WASHINGTON 360-424-9566 SIGNAL E NO. DATE REVISION BY REV. HAS BEEN REDUCED SHEET: C1 OF 8 R'EPCHAIR TOPOGRAPHIC SURVEY NOTE: 1. EXISTING FEATURES AND EXISTING TOPOGRAPHIC BASED ON A SURVEY PROVIDED O.HP OHP OHP OHP SPEED LIM/T SIGN BY DESIGN BUILD GROUP, AND BY SURVEY PERFORMED BY SES JUNE 11, 2009 AND —OHP JUNE 18, 2009. 5(WHEELCHAIR I OHP n4-IEEL CHA IR DDI RAMP RAMP ,v r WHEELCHAIR O Oo• RAMP EROSION & SEDIMENTATION CONTROL NOTES REMOVE EXISTING WATER MOVE EXISTING WATER REMOVE EXISTING CURB CUT METER TO BACK OF A. A CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR IS REQUIRED. THE ESC METER AND SERVICE LINE. I NEW SIDEWALK AND USE AND DRIVEWAY RAMPS SUPERVISOR MUST HAVE ATTENDED AN EROSION AND SEDIMENT CONTROL CLASS PLUG AT MAINLINE. FOR IRRIGATION SERVICE TYPICAL OF 2) WITHIN 3 YEARS FROM TODAY'S DATE. MUST PROVIDE CERTIFICATION CARD. _ N R9d�9'50" E - - - - - - - - - -- B. THE CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WILL OVERSEE AND / 379.72 BE RESPONSIBLE FOR ALL EROSION CONTROL. THE FACILITIES SHALL BE INSPECTED R NORM DRAIN MH 0 LT STREET m \ DAILY AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS O p HWr 20 ��11 J�L��� l l RIM ELFEV '12.27 SHALL BE KEPT OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT T O SIGN HIGH VISIBILITY FENCE H rJ 1 1 \ % N/ S 15" FLOW IE.12L7 TO THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 To SEPTEMBER 30). WRITTEN r RECORDS SHALL BE TURNED INTO THE PROJECT MANAGER OR INSPECTOR ON A AMP ' WEEKLY BASIS AT THE WEEKLY SCHEDULED PROJECT MEETINGS. I � _ r i'HEELGHAIR VYHEEL HAIR {M1Wf / m N'rA� - --j �' __ t \ I AMP RAMP 7 m r - I i "-'- r C. THE EROSION CONTROL SHALL BE IN PLACE PER THE APPROVED SET OF PLANS `� t f PRIOR TO ANY CONSTRUCTION START. 0 0 0-� CONC SIDEWALK TO BE REMOVED ul ; _ ��� 0- 0 00 0 0,- Q�-Q Q TO 0 \ 0 ' D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAY AND MODIFIED TO MEET / STOP - \ \ q r�FF/ ' /� ,�� \ \ P ® /rr THE SURROUNDING CONDITIONS AS NEEDED. ❑ / \ ` Z9 71' , 7 ------=-____ ' ` P \\ r ® 4, E. PROVIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE N 6•_'S9'S0' _ r ESC SUPERVISOR. THE LETTER SIZE SHALL BE A MINIMUM OF 2" LETTERS. THIS S/GN \ �\ m / i if \ t i Q SHALL BE IN PLACE PRIOR TO CONSTRUCTION START. REMEMBER, THE LOOK OF N [ r N N - - - - \ ■ ` 1 t ` \ t \ \\ t ' r THE SIGN WILL BE A REFLECTION OF THE CONTRACTOR AND DEVELOPER AND LQ I ,� �' �,' i N \ ' �'1 ` ' ' ` ' \ i \ p DEVELOPMENT. INSTALL CATCH BASIN INSERTS IN EXISTING AND NEW CATCH BASINS / r-'l I - m I / r , N �...,_J' I cn �— CB. PER WSDOT I-40.20-00. N i � ■ TOP OF ,RATE ELEV. 1 ,.64 y, \ t 2 F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY �\ --��STAGING AREA I O OUT TO No. 17. 15.94 (SECTION 7-07.3). ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE W/ATB ' � I ACCEPTANCE OF THE CITY OF ANACORTES PRIOR TO ACCEPTANCE OF THE SILT FENCE �� W PROJECT. OPTIONAL w I j i r v vDODU \ ia, G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING AREE�4 BEGINNING OF CONSTRUCTION AND MAINTAINED DURING THE DURATION OF THE O I vU OD tOq \ o i 3 PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED, SUCH AS WASH PADS TO W/ATB ro� ST ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN. No MUD IS ALLOWED TO ` OGo UL°p: i� '" TOP OF GRATE ELEV. 18.35 ENTER. ONTO CITY STREETS. I amue - i l i i 00, / 7C A c �� OJT TO EA TIE. 1 rn �1 l !i 16.55 i A / \ O M "�I i I '•i ,� / , r ��Gt�� 1 { 1 2 �� I \ H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE / \ w �o Q = a4 V O I / x i r �_' / �, �e� L O �D� I U t r \ WET SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY Z \ s r STABILIZED WITH THE APPROVED ESC METHODS SEEDING, MULCHING, PLASTIC Ld ( I 65 LF OF 8" CPE ' \ ¢°I-_�� k I O Icn / I I / f r l t 1 I mac. s TD:v W j r COVERINGS ETC.) J S = 0.010c. � °- I r� TO REMAIN = G Oh: \ `/ I. TWO f2 WEEKS PRIOR TO THE BEGINNING OF THE WET SEASON OCTOBER 1 ALL TEMPORARY CATCH BASIN WITH AS PERMINENT DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED SILT FENCE FOR INLET PROTECTION ' i ` ^nU`C�' D� \ t \} IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED AND STORM DRAIN INLET PROTECTION 'C` I ¢ WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF ' TOP 16.0 i ` �` �,1 aye w �� I ' i THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE O / IE = 14.540`9,l;�00` O \ SEEDINGSUBMITTED TO THE N ADDTIONALOJECT AREAS INAORDER TO PROJECT PROTECT SURFACER CAN WATERSEOADJACENT I En�ar. r t I 1 1 . N, �\ h � � I I PROPERTIES OR DRAINAGE FACILITIES. 2 HIGH TEMPORARY t + c , -�_ a \ J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO F—i 1 I I I t ` ��9s 'i. zS1i�VO'4 ` �P i I r SANDBAG OR t � Q \ G�i`� � _, J-t ,1.� I \ $1000 FINE UNDER CHAPTER 17.66 - PENALTIES FOR VIOLATION. EACH DAY IS I 1 'A,IR UO /"�r Y I t CONSIDERED A DIFFERENT VIOLATION. PP t 1 EARTHEN BERM , r r = - --- --- -= --- - - = N s0" 43 PP %' ------- -- SITE PRESURAT ON AND EROSION CONTROL BMPs SSW- \� r �� I o, i —io 'n t� LJ L�✓ L- ! V .J�� t S r --i r l �• d oim�:. S" i T=31.2s r ` R� t EP I ' i I W ALLEr .�,r o I \ ' 5n,HBLO( 10 INSTALL INSTALL AND MAINTAIN HIGH VISIBILITY FENCE PER WSDOT STANDARD PLAN /E 8" CHAR _ < .s4 - rT TO BE REMOVED t E. a' r-/A' W -10.10-00. .'� /F IN fin = 7157 k&' /E IN E E26 \t �2 INSTALL AND MAINTAIN SILT FENCE PER WSDOT STANDARD PLAN 1-30.10-00. ' �� i 111• J r' \ r �i i' e" ��� A .:r �i ,_ r' i I 1. /E OUT S ;4 s r SILT FENCE ' ;x,r \\ �G _ INSTALL AND MAINTAIN TEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED FFL r.;: I so[rcwa \ ;UO ) - AREAS PER WSDOT STANDARD PLAN 1-40.10-00. 18,9 6" EXTRUDED / C NC. INSTALL AND MAINTAIN STORM DRAIN INLET PROTECTION PER WSDOT STANDARD u, CURR "` "�� i' �/ , t•� PLAN 1-40.20-00. FFL RETAINING 11 LJ - FFL I ATOP ROCK 1 LL 78.9 ----- • r 27.9 - - PA KLNG - - ! r �5 INSTALL AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER WSDOT I n , STANDARD PLAN 1-80.10-00. TO BE REMOVED Existing �" , � � ra i XISrING r Assisted Living cs.o ; TOR,V, WAFER Facility DEMOLITION NOTES ' u.2i8.o ETENTION SYSTEM it I ( 0� r ui I '-_ + \ ,t ' A. OWNER SHALL REMOVE THE TWO EXISTING STRUCTURES AND EXISTING TREE. ' I a 10 20 4G C� LOCATON OF STRUCTURES AND TREES PROVIDE FOR CONTRACTOR REFERENCE i 9 1 1 12 1 14 1 ? 6 1lJ \ - '�1i B. CONTRACTOR SHALL USE AND MAINTAIN THE EXISTING ALLEY PAVEMENT FOR j HAULING DURING SITE STRIPING, GRUBBING AND EXCAVATION. I SC ALE C. CONTRACTOR TO REMOVE EXISTING ALLEY PAVEMENT AND EXISTING SIDEWALK ON \ \ WEST AND NORTH PERIMETER OF PROJECT SITE TO THE EXTENT INDICATED ON THE II \7 tll - PROJECT SITE PLAN. D. REMOVE 2 EXISTING CURB CUTS AND DRIVEWAY APRONS ALONG 12TH STREET. E. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TEMPORARY WATER FROM EXISTING FACILITIES. F. ANACORTES PUBLIC WORKS SHALL VERIFY THE CONDITION OF THE EXISTING ' $ '� " -� ... +�•-. "1 ,'- I y �Y r. - -�, �` +, •_� r �,r. - CONCRETE CURB ON "N" AND "0" AVENUES ADJACENT TO THE CONSTRUCTION SITE tX-�`�,' � - -wr» I -nt ' 'r-=(*'�M:..' , �Z -1; ••- 4 ''1,' �' �, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING "-En'r-16"nV� S , . sy CEMENT CONCRETE TRAFFIC CURB AND GUTTER AS DIRECTED BY ANACORTES r _ 'LaX•� PUBLIC WORKS WITH THE AUTHORIZATION BY THE OWNER. �FINSTALL SIGN "SIDEWALK :yir WA _ � tf'S. rti,CLOSED CROSS HERE" ,�r * , " 3" s # MUTCD R9-11A q " ' " --STREET+r INSTALL SIGN "SIDEWALK t M Tr)°helcTa°Yu' CLOSED CROSS HERE" t (CONSTRUCTION V '` w - 4 MUTCD R9-11A ,�s: t t,,-t,� i, r SITE '� �°1� + 7 t''�,�• INSTALL SIGN "SIDEWALK CLOSED INSTALL SIGN MUTCD R9-9 ��1 "SIDEWALK CLOSED" F0,C MUTCD R9-9 may►. �,�i - ItlA£. � Z•e€. � r7 IF�; b ., ,,S t '�� � R ,}�at''7L�'ir.,�',,,f t 4 INSTALL SIGN "SIDEWALKul ;: -- y ,, 13TH STREET :ri CLOSED CROSS HERE" rs•- ,. � .� _ ei [�7•" , Y•, • MUTCD R9-11A ,.? O r ar nz OiM�y di , W r�t7 4 z f r J- w z {r� eY e�.y U n ] T INSTALL SIGN "SIDEWALK MR CLOSED CROSS HERE„ ITSIBM. r F P! z MUTCD R9-11A ry. r ; '+ ��"l'fq`M a This plan sheet is approved for construction in accordance with the City of /G y` r; �n`-i 'T '4 t- 14TH STREET"` S R�•.=' - Anocortes ordinances and policies. Actual conformance of the design with applicable {■F,� Mr!{ Rfi �� � .,� r •t laws is the responsibility of the Professional Engineer, whose name and stamp t Vi 4 „ :r,' •; �*t -- 1 * - #;T _Pa:_ appear on this sheet. Acquiring, complying with, and providing mitigation for all II VYagxy5nabrelh•3D�� !� a LLG - -- �• °;; -+ _f "I , Federal, State, County and local lows, permits and mandates, including but not $ - limited to the the Endangered Species Act, Federal Wetland Permit, State Skagit G4Unty Imelp - Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, SKAGIT ® Landowner, and their Engineer. The issuance of this permit shall not construed as OUNT1 �yofthi Glop-D Data ahiediothiEma iOlimited by aethodoesnowarrantyw, uullelion. the proof of compliance with applicable laws and permit requirements. correctness or velicity of this map-Data dJfdaiued in this map is limited tr/the rnethgrt ;1ntl acxUreCy of �ls [:oller�tion. �., ,F , Ma Scale: 1 inch=206 Feet 1 inoh = 0.0 Mlles I�•19 .0� Know what's below. City Engineer Date 1 t) �� -O� PEDESTRIAN ROUTE AND SIGNAGE DURING CONSTRUCTION Call before you dig. This approval will expire in one year from the date noted above. ,o BwA �� PW#09 - 019—DCM COPYRIGHT 2009 mP T TEMPORARY EROSION SCALES: CHANDLER' S S SQUARE INDEPENDENT LIVING FIELD BOOK/PG.: SEMRAU ENGINEERING & SURVEYING, PLLC � � HORIZONTAL : 1" = 20' Q DATE: ► 15 lQ #i37E1frf69 pF CIVIL ENGINEERING • LAND SURVEYING • PLANNING AND SEDIMENTATION VERTICAL N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4097TG.dwg 2118 RIVERSIDE DRIVE - SUITE 208 28626 �� MOUNT VERNON, WA 98273 IIsTz SID ' NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 360-424-9566 SSI0NAL Er CONTROL PLAN THAN 24"x BEEN THEN SHEET ANACORTES, WASHINGTON N0. DATE REVISION BY REv. SHEET: C2 OF 8 HAS BEEN REDUCED 0 I _ _ _ _ I 130 TWELFTH RE H/W.RIM _ N 89d59'50" E 379 72' ALC 2/0 STORM DRAIN MH RIM ELEV 18.27 N/S 15" FLOW IE.12.27 LEGEND 12' W 12' W 12` W 12" SY 12 W 12 W 1 W min A17,c Aim 463 6GTCOC 40 F TEC F FM B 42 Kt SWKI SWKI SWKI p S A LS Kl K SWK1 WK1 SWKI W 1 100 E. STORPd LINE (� UTI_I 11 DOLE O SWK BEG SW SWK 397 S K SWK S K SW ]02 EG FOC CL 8-➢ __ j P�9d5_9'S0 � BEG CL EGBB 64 466 BRK 36 _ 3 �g tSJ 367 4 qpl � OUT E B1 � Q STORIvi Pal ahJhOLE 47 T TYP Typ 7 1W OR/BSH T P8 P TYP ND TP 359TP 356 i CB TY v E R, GUY WCHOR TYP � ❑ CATCH E ASIV TOP OF GR? E ELV.28.?5 p o_ CB. IF O G TC No. 26.30 v I 0 90 TyP9 37 366 0� TOP OF GRATE ELEV. 17.64 PO Lci -E END FE T P ONc'� c NdP , OUT TO No. IE. 15.94 �E--4 J_E UV, STF.E_T UvHT A'. SEME_I" 38 - SANITARY _INE p rn TYP7 E.HCIL B TYP \ / �6PN\Z\ N358 G-E cUFaEC TELEPHONE CL 8- \�/ 446 0) W I TYP � m 378 I CB. i G o 3g R vP 3 P65 36B E55 t 3 10a TOP OF GRATE ELEV. 18.35 Q SArJIT tY I1k,\NOTE e C ?SC.ADE NAT. Gas TYP OUT TO EAST IE. 16.55 - BJRIED FIBER OFTIC JkE z I 43 391 4 TYP4 J 2 I p 0 L OC Fe/OPnc 3 "0 , a P HSE70 TYP 4I3 433 gg 383 TY 364 �'Z Y, V'J?.TERHNE DEPICTED IS ° I T'{P TYP P C'J AR I.,RP.PHI', .•,L LOC r'. IJr\ ,7fcL 471 P HSE I7 370 L CC �444 4 // JR INTERVAL 3 TYP �36 Y I p 5 INDEXED E[I t�Of�l �LI= i� Ttp�•✓AI_ _LIN TQI E. AR �� 3 354 �I Typ 432 Typ 438 R26 382 361 G BEG TE " L` 00 S 4N'iAR I SE VrEP NH 225 G °� Ln 108 � ( OPE CHANGE) RIM. ELEV. 31.24 R 392 VC�T L VLT B'-�AK LINE SL , E/n E' FLOW: IE. 23.9E I 4 END FEN BE 476 3 SE 22 N 89d5 '43" __ 179.82' 2S 1 L -- - B SANITARY SEWER MH P HSE SE J P El BEG ER ER log RIM ELEV OF 17.96 S oc ' R - - 13c H IN WEST/NO. IE.7.67 IN EAST IE. 8.26 1 Rl E ERl c E OUT 50. IE. 7.64 ^ c 52" N 85R 594 E 299.70 T BESTE B 69 C r - ' r \ FROM F,JDITOP.'S FILE IJCL 9372080125 TYP ^ TP AP BRSH LEG lJ �\L L_, - 1I" f�, T ,� O \TYP 7 VV, LL O \ PARCEL. 'A"CD TYP 314 TYP 258 30, B � pO TYP _ � I 33 TYP � I 10 Ill � LOTS I T_' 1L'. RJCLUSIVE, B_OCI< �5, '�MA° OF THE CITY OF AN ACOR-ES, Sal 1 I295 OC C o 01 YP 96 TY \ 1 SI:GC.IT OUNTY, WF-SHINCTOK", AS DER PLAT FECOF:DED IN VOLUME 2 OF P 3z c FLATS,. PAC- L, RECOPLD OF SKAGIT COUNTY. WASFINGTON. TY TYPE 238 co._ 9 SITUA'E N HE C�-'. OF ,^,idACOBTES, COUfJ-Y �DF SKAGIT. STATE OF CL83 �T` TY 4 97 T P4 312 �. z 260� TYP 17 \ co S N WASI-INSTON. YP YP TYP CD a_ O 30 1257 TY 15 YP n 1. FAR'��EL '.B.. T P TY 3 31 P LOTS I TC L. IN _1 SIVE, APID _TITS 9 T2 IE, IN- _LJVE. BLOCK. SE "P6AF 524 t9 t �L:,T HEFEnF PE�OP,UED Ix 298 TY OC 0= THE CITY OF P.PJ.AC ART-S P CORDING. TJ TI- 2 TYP TYP T 3 3 261 239 BRS LN 0 115 DC t2 'IV VCLUNE OF F'LN.TS PAC 4 RECOE ES OF i GIT -UN-V. 17ASHINGTJN_ 2 2 I T BRK 317 56 TYP n V/NS H A SO THA FC.F'TIO\. AF Pt\D- iJED RICH OF J,AY CF 7H i_-..AT I CRTHEBIJ TY TYP TYP RAILW.-"( (_ I_*!PAP)'' B•7LIND' D AP LOLL' V:S p9 F�' TY .l -L m P]/LMP 4ea� 29" OIa TH- IJORTH. 9Y T-iE IJOP.Tb UN= OF SAID BLOCK 5E EXTE11-0 EASTERLY, CL z 309 S 89 '-9141" VV 299.69' 116 ON THE EAST El TdE 11J ST 'INE =RF D N.AHNUE EXTE h!DED ON TH- `,4ES- BY 291 302 TYP cc THE SOUTHV+IFST. RL" LILJE OF SAID ABAIDONLD RICHI OF WA) EX-EP ' THA` c 23 TYP 300 TYP 240 PORT.ON 'THERECIF L (III BETWEE6! HE f 4E.T� AND SOL 'H Llf _S OF -HE O W/L TYP c T 117 22 yp B262 DEFRFl S RIVE WAY DROP [TYPICAL) 1e 1129c 11e 120 ALLET THRt,U H ;h'D BLOCK 56, -/TF JD D EA,TEPL '. Y IN THE EXIS G CURB AND GUTTER LINE AP 183 H F FOC END FOc STORM DRAIN MH - 1_ c �2 SITUATE N SHE Ci OF AIIACOF'TES. COUNI'r OF SKAGIT. SLAT_ O, V 521 �' 2 0 30t RIM ELEV " FL YP C 1. � 03 W45HINCT01\'. C 3 O 4 9 T TYP S 89 59 41' W 319 _'lip TYP D79.68 TY21 322 CA 1 / 1212 No./So. 15" FLOW IE. 10.40 _ _ _ _ _ _ 121 CL Z _ - - TYP OC c CL1 O 52 285 0 MH wCLl \ TYP TYP TY 279 T H I \ E E I� T H 266 � T H E E T - CONTOUR INTERVAL ONE FOOT a 4 YP Typ 25q 180 0 179 SANITARY SEWER MH Q 49 2 3 TYP AP BPSSH i7B 122 RIM ELEV OF 17.20 BASIS OF BEARING MONUMENTED CENTERLINE OF ELEVENTH STREET HOLDING THE PLAT BEARING OF "EAST" C 2 6 2 3 77 FIC FOC FOC BEG FOC IN NW. IE. 11.44 TY T 271 FICDr 125 352 IN No./So. IE. 7.13 � Yp -PED OUT EAST E. 7.13 G P4 O N 89d5' '41" 67 265 TYP 253 toy 68' 12 DATUM N.G.S. BENCH MARK #14,1939, ID#TRO690, BEING A STATION ESTABLISHED ON THE ti a RP 28 T P Typ TYP r 33 FOOTING OF THE WEST FACE OF THE US, POST OFFICE HAVING NAVD 29 ELEVATION OF 22.97 ^ m87 T P 272 I - NOTE - TO CONVERT TO CITY DATUM ADD 94.77 FEET TO THE NAVD 29 DATUM T P yp 242 539 17F 131 132 O I TYP I FO 0C L OC I NOTE- THE UNDERGROUND UTILITIES DEPICTED ARE FROM UTILITY LOCATE PAINT MARKS w 5 252 ON THE SURFACE. THE ACTUAL LOCATIONS ARE TO BE DETERMINED IN THE FIELD. Z of TY I Ik' 82 TYPg TYPE TYP :BRS LN L95 0 3 _ 1YP I P / 27 C35 )N TYP 269 251 TYP3 00 - \ TWP I 83 J 17 TYP TRP I �ZJ 0) /Q rn 8iN 9 T P `f �o p) o _m 133 T51 I 4 2778 TYPO I TYP4 � 4 l 1711 LLRS 0 L OC ^ C l T P I I 250 I T5 1 to 8 TYP 00 536 7 TYP9 I 16� 3 SAHI�AR" SE•.�:R r.lH 16 5 TYP S 89 59 34 TY 1 299�Al .67' 1l T 44 yP 542 cJ1 h135 Ln RIM ELE'.: 3'.5:1 p E/W E" FLOW IF 23.76 I`? t" E 1 P1 PI EPI EPI P] VLT P1 BEG E Ep TELEP/LT BE 1p EPI 1 7 136 P 5 1 8 DC H OC _I117340 MH l 71 o 3 G - G 248 3a3 PIL 8 �p5�8� I ON 603 P C �- SPH- 3 EPA BEG`EP Ep 1§ EPL E E"'^ BE CI 30 60 90 WK n C SWK 158 �04 oG/' FOCSPOC 333 E-SWK 325 OCi� 0/IS/ W-SWK W-SWY. W GA5 L'.r;[ P_R UTIL'T•r •a AP 537 FC FOC \/ o ITARY SEWER o RIMNE ELEV OF 16.08 H I soH CL IN So./WEST IE. 7,51 z 158 39 14 OUT No.IE. 7.48 OC oc I I3 Ce F TOP OF GRATE 14.83 0 OUT EAST IE. 12.83 W O FR K SHE E T rTOP OF GRATE 14.64 SHEET: 3 of p7 SURVEY IN THE NE QUARTER 3 OUT WEST IE. 12.89 PW#09 - 01 9 - DCM 158 142 SECTION 24 , T . 35N . , RA E . ,W . M . ��``,, pp IS TC O14 RIM ELEV 15.04 DRAIN H CITY OF ANACORTES, WASHINGTON FOUR E E N T H S TI"C. E E T TUC ESs _FP/ IN WEST FLOW IE. 8.25 FOR B 6B� �49 TR /SRRPlLMP IN WEST IE. 9.27 AzI�/I UT.H SECURITY INVESTORS Y'1-IWEST, FNC. N 89d59'31" E 379.65' C � - - - - - - 2 ' 1595 WOOD FZOAD [950248] .DAT BK\UP DISC-[48] OLD FLD BK: CALC 14/N - - - - L-R/C 14/0 BOW, WA, 98.232 DRWG:950248.DWG DATE- FEB 95' SHEET 1 OF 1 [000] 7'24-7328 FLD BOOK: 19/15+ SCALE: 1 " = 30' JOB N0. 95.0248 -7 I I I 4l ,L_ vvr \ `tli WHEELCHAIR END GAS RAMP 2" STEEL EX CONC SIDEWALK OHP OHP OHP OHP -OHP WHEELCHAIR G G G RAMP I WHEELCHAIR WHEELCHAIR REPLACE SIDEWALK WITH NEW 6' WIDE RAMP RAMP 2" STEEL RETAINING WALLS TO BE INSTALLED WITH LANDSCAPE CONTRACT. SITE CENENT CONCRETE SIDEWALK PER WSDOT STEEL RAILING WITH "USE 12TH STREET CONTRACTOR ELEVATON OFF GRADE NORTH WALDL TO BILIZE A STRAIGHT OTTOM ELEVATIONGRADE OF SOUTH WALL-7 PLAN F-30.10-00 AND CEMENT CONCRETE TRAFFICEGRAL CURB AND SI 'NSPERLMUTDCDER9-36LR. 12TH STREET FINAL EXCAVATION FOR WALLS WILL BE BY LANDSCAPE ClNTRACT. GUTTER PER WSDOT PLAN F-10.12-00 SEE DETAIL THIS SHEET. OLD s" STEEL GAS MAIN ASPHALT REMOVE EXISTING CURB, GUTTER, STEEL RAILING WITH "USE REMOVE EXISTING CURB, GU TER, WHEELCHAIR AND SIDEWALK AND INSTALL INSTALL ASPHALT PAVEMENT AND SIDEWALK AND INSTALL RAMP TROWLED CROSSWALK" DIRECTIONAL i SIDEWALK RAMPS, TYPE 4A PER o BETWEEN EXISTING CURB SIDEWALK RAMPS, TYPE 4A PER , DOWN TO SIGN PER MUTCD R9-3B L. �r D 21f' WSDOT STD PLAN F-40.16-00. ASPHALT EXTRUDED PAVEMENT WSDOT STD PLAN F-40.16-00. AND NEW CURB CURB __ ___,___ SEE NOTE STR-06.3. SEE DETAIL THIS SHEET. 28' 8 SEE NOTE STR-06.3. I I TL WHE AIR .... ......... 1AIr :. ..k::::. ::.::::::::....:.... ......:....::: .:..:....: .....:...:....::..:..:......... ',. .... ................... ...... .......:............::.........::..:...:..::......:.: ..........�:.�:.:v::i! :;:::::P:::::t•:cc.�: •:::'::::k:"':r:�:.�.e::::::.�:::err:•i::::: :............................ .......................................... :'::.�::'.::::.. RAMP .. . .. ...... .........._............................. . .... .. ... ........n................. ...... ...... . ........................ ........ .......... ...........1...............................................+................................. yY(..... ..................................................... 'l . . . . . . . . . .. . . . . . .. . . . . . . . . . . . .. . . . . . . . . .. . . . . . . .. .,�.. . . ,. . . . . . . . ... . . .. . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . .. . . . . . . . . . .. .. .. . . . . '' I EX CONC. SIDEWALK . . . .. . .. .' � . . . .. . . . � . . . '. .'.��. .. . . .. ':.: C) I 20-- m s B. �'� I - -1- - - - 40 60 i ,' - 27.8 8' 27 2_- - - / e --_ a� ��9 18.3 17.8 ¢PP SAWCUT 1 - - - - 0 0 20 / 5 , 27.3 26.7 / ■ I _� _, _ 17.8 17.3 �` 40 I 40' , ` N 28.9 CB t CB 4 I 20.8 N ■ C6 .2 -- \ Q. \: .. . 18.1 R=3' w SC I 27.1 T=26.7 I T= 5.4 ( ' Id CB 3 518.0 �' %% 4' HIGH N T=17.7 �� �m \ R_3 17.6 17.7 ►� m R=3' �, II T 17.E ROCKERY ; c{ -- y L� % \9 ' \ 1 117.11 )1 MH 17.2 ASPHALT PAVING W 1 T=16.9 o C .: 18.2 / I �► \ .ro. I 9' TYP. I .P Q m 1 MAX GRADE AGAINSJ / j o ; 8'x8' i BUILD NG=18 2 o k J I CON;C PATIO J m I CEMENT CONCRETE TYPE 6 40' 40' W ' 24' TYP. -►i-• 7-20' / ; I --20 -�I- 24 TYP. �I �- 0 -� ' j EXTRUDED CURB. WSDOT STANDARD / ii'. I ASPHALT PAVING-� k\'• \ PLAN F-2b (TYPICAL) / - / / FFL118.9 . I 18.7 W I NEW 6' WIDE '', / 27.7 FFL = 27,9 ; PROPdSED J C k CONCRETE 29.9 / 27.2 I I / INDEPENDENT LIVING I 8 - 17.5 SIDEWALK i, 29.4 J 1 �i i i / FACILITY,ADDITI N / ADA RESERVE PARKING SIGN \ 21 'TOTAL'' 1 I I / I SIDEWALK RAMP TYPE 2 y ' UTCD 7-801 18.5 WSDOT STD PLAN F-4012-00. ,' I (� ) PARKING , 18.2 ,, UTCD L OF 3 -r9�- W PP I I I q ) SPACES 77.7 SEA NOTE STR-06.3 'I / 6 X6 , i i 18. \ ACCESS H I i CON r SIDE ALK RAMP TYPE 2 T=17.1 F-1 I i /, FFL��8.9 %' PATIO ; WSDOT ST PLAN ;F-40.1'L-D0. ` l 18.0 117.9 30.9 127.94 ; J EE NOTE STR-06.3. _-- -� 1 17.4 y y / SAWCUT 30.55 �� ' I �, A19.01 18.8 1\in n PP B 7 i �l 1 v -' - - - - - - - - -� '- 17 i - �' -- ---- `� - ALLEY PROFILE 7 7 T= 7 r----?---�P CB 6 MH: -- --- - ------ 2 __- i y F 1 li .' FFC=27 9 N ( i - S - - -- 0 5 3+80 I n/ h r - /� 1 MH 402 T=17 8 8 8 - $ �I � . d � . T=17. CB 1 a ~ ` ' 1 ziao I oo I L�L_ IJVI L,L_ lJvr \ "v ^ 28.6 1 M 61 14I 1 �r n/�I , 18.2 1 ;'. T -2 5 Wig, ' __ i LAC_ v�r �'� T=17.6 INSTALL NEW CEMENT _ � . - - - - - - - - - INSTALL NEW CEMENT s_ 28.7 La CONC PATIO - I <y _ = 4 `� - - I ' * RAMP�TO _- �S " CONCRETE DRIVEWAY CONCRETE DRIVEWAY , �'?' .' 28.2 ? �l7" ---------------------- - - - ENTRANCE TYPE 3, L a 1 P" �' v9" 130'x2O' GEO-GRID ASPH{�LT PER WSDOT STD ENTRANCE TYPE 3, r 31• 8.8 FFC . ' ' I PER ARC HIT ECTS yS GRADE PLAN F-80.10-00 PER WSDOT STD Q 31. 8.3 / r8.9 , I j QPO PLAN F-80.10-00 o i F j REMOVE EXISTING DUMPSTER PAD AND FENCE i FFL I I I I AND INSTALL NEW 10'X18' CONC PAD WITH 2 0 279 - =' `(c ss H FENCE ENCLOSURE PER CITY OF ANACORTES I I I I Existing I I I ( I REQUIREMENTS. LINE OUT WITH PAINT THE ssisted Living _ ' EXISTING PARKING STALL. Facility I I I I I (I I i 1 0 10 20 40 60 NOTE: STR-06.3 DETECTABLE WARNING DEVICES - NEW RAMPS �': - 1 • INSTALLED IN ALL CURB RAMPS AND HAZARDOUR AREAS. FFL _ _ SCALE _ _ _ R9-3B EIR 279 - - - - _T c o • WET CAST ONLY, UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS I 9'-rw A..':'.: l I ( I DIRECTOR. DINING I Existing I I I ' "WHITE" IN COLOR, UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS "USE CROSSWALK" SIGN I A DIRECTOR. t ETAW I m I AssistedLiving I I 12" MUTCD R9-3B L/R WA L Facility V . SHALL BE A POLYMER CONCRETE CAST-IN-PLACE DETECTABLE WARNING AR ✓FLI '01 ' .D O TCHEN 8'X5' STANDARD 2" STEEL HAND RAILING R O�� A L�{ 7. "REPLACEABLE PANEL",AS SPECIFIED BY AMORCAST PRODUCTS COMPANY, OR i I ' x E CONC I I -AND FITTINGS, PAINTED YELLOW PER _____.� T Y° APPROVED EQUAL. PATIO I I ANACORTES FIRE HYDRANT STANDARDS < >� I 2 HEAT PUMPS ON R9-3B L Q ' , CFN SLAB I I 36" L,j if h 1 i Z I .0 I :� I /7 48" �'- W U r I I 0 - _ v COOLANT ( I STANDARD SLEEVE- A I I ° PUMP CONCRETE TYPE RAILING Ia Z W I I i FFC ( I SIDEWALK MOUNTING HARDWARE � � tr Lw 1 279 I x o FFL 2Z 9 I I I R9-3B R ON S4E TE` This plan sheet is approved for construction in accordance with the City of ^ ' .."�:.i'•�,�, `f{ ;23 W,,en]LL%r Mardad ffTowdezis , Anacortes ordinances and policies. Actual conformance of the design with applicable CROSSWALK GUIDE DETAIL laws is the responsibility of the Professional Engineer, whose name and stamp ilraFra�Iar.., ,ntlllltlETER.) appear on this sheet. Acquiring, complying with, and providing mitigation for all I I ( NOT TO SCALE I , Federal, State, County and local laws, permits and mandates, including but not GRAVEL ; . ,: E i 4Ee I .C. !: ( ar, I ':A: I :•6 Qd JO I { ® limited to the the Endangered Species Act, Federal Wetland Permit, State Deportment of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National I-Qr n/�I� pltiCN±IG\H�:Ih.:A IL;I Pollutant Discharge Elimination System Permits is the responsibility of the Developer, I L,L_ I If \ ..- Landowner, and their Engineer. The issuance of this permit shall not construed as I I I 9 S t}SPF/' S :.. proof of compliance with applicable lows and permit requirements. \ N „•_ ,;z Know what's below. P-16 G Call before you dig. SIGNED BY STEVE LANGE 10/19/09 - I r r�Lr-.r, l r' I I ( I F-i.H. I - HI„I:K ,lU NJ=�Fh1 r ` LLQ:.RCSFi(;11R7 - '.L'E•ITF ;RFFI1 City Engineer Date DINING ADDITION This approval will expire in one year from the dote noted above. SCALE: 1" = 20' s� aB. S x q� PW#09-019-DCM COPYRIGHT 2009 r, °\ SCALES: FIELD BOOK/PG.: SITE AND CHANDLERS SQUARE INDEPENDENT LIVING SEMRAU EIyGINEERING & SURVEYING, PLLC HORIZONTAL : 1" = 20' DATE 1/15/10 IFC, CIVIL ENGINEERING • LAND SURVEYING • PLANNING VERTICAL N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4097SD-2.dwg 2118 RIVERSIDE DRIVE - SUITE 208 .e 28625 JOB NO.: 4097 MOUNT VERNON, WA 98273 °fiESs IS'reRE°G��44' GRADING PLAN NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., 360-424-9566 ION^' E' THAN 24 x 36 THEN SHEET ANACORTES, WASHINGTON SHEET: C4 OF 8 N0. DATE REVISION BY REV. HAS BEEN REDUCED 2" TAPPING SADDLE 8 WITH 2" GATE VALVE �1 n/�l� -'Q I I I PER CITY OF ANCORTES STD LPL_ vvf �1 y I I "f LIL_ vv.r � / L�L_ vv1� `tl/ WHEELCHAIR END GAS RAMP 2" STEEEC EX CONC S/DE4VALK OHP OHP OHP OHP SOHP LIMIT SIGN WHEELCHAIR G G— G NOTE: CONTRACTOR SHALL NOTE: RAMP I WHEELCHAIR WHEELCHAIR 4" TAPPING SADDLE CONTRACTOR SHALL LOCATION RAMP 2" STEEC NOTE: DOUBLE DETECTOR WITH 4" GATE VALVE PRIOR TO INSTALLING CONNECTIONS. 6" TAPPING TEE 12TH STREET 12TH STREET CHECK ASSEMBLY IS TO PER CITY OF ANCORTES STD ALL TAPS TO MAIN BY CITY WITH 6 BE LOCATED IN THE FIRE t I APPROVED VENDOR. �JGATE VALVE RISER ROOM. 1 A` WATER METER PER ( X ) I! _ OLD 4" STEEL CITY OF ANACORTES STD. _ _ _ _ _ _ _ _ _ r I FIRE HYDRANT ASSE BLY PER CITY OF WHEELCHAIR NEW 1" IRRIGATION METER �' �' ANACORTES STANDARDS, SEE DETAIL RAMP TRON'LED SERVICE ON EXISTING EXTENDED SHEET 7. USE STOR COUPLING. DOWN ro SERVICE LINE PER CITY OF CB 2, TYPE 1 10 LFOA A PROVIDE 1-FT MIN LEARANCE BETWEEN ASPHALT EXTRUDED PAVEMENT ANACORTES STANDARD. TOP = 17.6 O SIDEWALK AND FIRE HYDRANT. REL D _ x 7, cas .. .. IE 11.5 30 LF WHEELCHAIR N �1. . ...........::... ...:.:.:.......... •: ........... ..1........... . :.:::. ::....... ......... ....... .:.: ... ...... .......... .... .. ................. .......:.. .... :.::::::::•:::....:::...::.:.::.::::. :..: : AMP ....................................................... ............................. .... ........................................ ... .......................... ....... ............................. .... .. . . ........................ ... . .. >}...LF...... .................. ...... ............ ............................................. ....... ......................................................... 4' ::::•: :;:•>: :t:>: ::4.::.:.:. ::...:. ;::;;•:c•>:•?::::•):;•::::•::•: :o:a:::c :.;}:?)ir:`•i':( :. EX COAL SIDEWALK .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. 45 LF �' PIV - - - - - - 2" CPEE PP 0 10 20 40 60 STOP S =10.0344 AP INTO EX IE = 13.75 sicN 3 4" SERVICE LINE 40 I 40' IRELOCATE CB 5, TYPE 1 _� w TOP = 26.9 26 SCALE I IE = 23.5 CB 4, TYPE 1 -/ 12? CPE 70 LF 12" CPE 10 ACC WITH GRATE /49 LF g 25 TOP 25.4 12 CPE S = 0.01 66 CMP m IE = 22.0 S = 0.392 = = 18.0 m o CB 3, TYPE 1 11 Q 24 TOP = 17.8 ACCESS MH 7 m FIRE SERVICE LINE IE = 12.34 WITH GRATE 55 LF OF 4" PERFORATED PVC 12 TOP = 16.9 23 FOOTING DRAIN PIPE 6 o Q W 11 TOTAL 4" DI PIPE L J TO CATCH BASIN PARKING 22 2" WATER SERVICE (TYPICAL) 13 5 o c Q SPACES w 21 PROPOSED 212 LF OF 14 x A CONNECT DOWNSPOUTS INDEPENDENT LIVING 4" DI PIPE C.O. 4 w 83 LF OF TO CATCH BASINS WITH FACILITY ADDITION _ 66, CMP 8 I 20 4" SOLID PVC PIPE I TO ESS17H WITH GRATE (TYPICAL) OWE_ A. . 15 3 w ENTR. m . 55 LF PI 8" PVC I � PP O16 LF OR DI PIPE 19 70 LF OF 8" CPE �A 10 LF 16 2 C 1, TYPE 2-54" WITH d GP GP S = 0.005 S = 0.020 71.5 LF OF 8" C 2 DIA. FRAME AND GRATE 1g 5 = 0.011 1 TP = 17.60 © 36" CMP5 LF IE W =13.899 PP ^_f'—� ALPROFILE Ex. s" EWER MH 402 B P Mf�•q 63 42 LF 3+80l< A ll s 3.00 12" CPE ssMH LPL- vvr ' `t 1 T=SSMH N 0 CO 404 ICO 405 r�1 r N Ie z g S = 0.0057 5 a r=n 9 _ . . 7. /E 8" CHAN = 23.98 — � LPL_ V l�/ v =r i � E /N /✓ 8.2667 — f . . . — L E O �5 = 764 ------------------------ ------- ( .i.. I / jX U EXISTING SID SEWER 89 °I :' I r I I �_-�`: pP 3 I I FROM BUILDING ( ( I PROVIDE6SHOP I �oDRAWING FFL I I RETAINING {f#4LL ( FFL I I f -I CONNECTIONOR 279 ATOP ROCK { LL 189 CB 6, TY11E 1 PA KING �_ o STA 2+53, 9'I LT- Existing ss x Existing CB 7, TYPE 1 I TOP = 17.8 ssisted Living STA 1+83, 9' LT. w Facility TOP = 17.7 I IE = 1d.69 I ( I I I ( IE = 15.04 I I I I ae� I -1 IfI r ��^I 1 Q NOTES: UA - INDICATES BUNDLE OF 4-2" PVC CONDUITS FOR FUTURE POWER AND IRRIGATION B - CONTRACTOR NEED TO COORDINATE REMOVAL OR MOVING OF UTILITY POLES This plan sheet is approved for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the responsibility of the Professional Engineer, whose name and stamp appear on this sheet. Acquiring, complying with, and providing mitigation for all Federal, State, County and local laws, permits and mandates, including but not limited to the the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National ® Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Landowner, and their Engineer. The issuance of this permit shall not construed as proof of compliance with applicable laws and permit requirements. Know what's below. SIGNED BY STEVE LANGE 10 19/09 Cal before you dig. City Engineer Date This approval will expire in one year from the date noted above. SooBwS NI �O PW#09- 019—DCM COPYRIGHT 2009 dew c� SCALES: FIELD BOOK/PG.: CHANDLERS SQUARE INDEPENDENT LIVING SEMRAU ENGINEERING & SURVEYING, PLLC - UTILITY HORIZONTAL : 1" = 20' DATE: 10/15/09 IFC CIVIL ENGINEERING " LAND SURVEYING • PLANNING VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4097SD-2.dwg 2118 RIVERSIDE DRIVE - SUITE 208 28626 .� �,STERE° ��w PLAN NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 MOUNT VERNON, WA 98273 �ssL h �� THAN 24 x 36 THEN SHEET ANACORTES, WASHINGTON SHEET: C5 OF 8 360-424-9566 NO. DATE REVISION BY REV. HAS BEEN REDUCED DOWN TO ASPHALT EX77?UDED PA VEMEN T CURB 7.7-71 - ------ ----- HWY2 Nt. �A44- PIHEELCHA, ........ ............................... . ...... ....... RAAIP................... ...............%... .. , , -. ......I....I......... ................. d. ... . . ... ....... .. ......... ............ ..................... ........................... ...... .. ..... ..... . ........ . .1 ..... ... ....... ............. + SLOPE . . .. . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . .. . .. . . .. . .. . . . . .. . . . . . ... . . .. . . .. . . .. . O 0 .. .. .. .. .. .. . . . . . . ... . . . .. . . . . . . .. . . . .. . . . . .. . . . . . . . .. . .. . . . .. . . . .. . . . . . . .. . . . . .. . . .. . EX. CONC. SIDEWALK . .. SLOPE 0 4� ILTAP INTO/`EX Y PP 0 10 20 40 60 STOP 3L4" ssymw 1 -40 SIGN 40' DROP BOWL 4 26 0 MOUNTING SCALE POSITION 10 8 INSIDE DROP PLAN t 25 V. ' 11 .; 24 7 TRIM PIPE TO 2' MAX. REUNERt INSIDE DROP— V NOTCH BOTTOM EDGE 12 BOWL SECURED WITH 4. 23 6 STAINLESS STEEL A:' BOLTS 11 TOTAL L-------11 13 5 C) PARKING 22 . . . . SPACES PROPOSED 14 21 INDEPENDENT LIVING C.O. 4 cl� COMPRESSION DETAIL OF SIDE SEWER FACILITY ADDITION COUPLING CONNECTION UNDER BUILDING I MORTAR 15 3 •20 FIS PER MECHANICAL ENGINEERS . ... . . . . . 55LF OF 8" PVC FERNCO FLEXIBLE. . . . . . . . . . . PP . . . . . . RECCOMENDATIONS COUPUNG OR EQUAL w 11OR DI PIPE 19 16 S 0.020 2 GP GP REUNERs STAINLESS� PVC SEWER PIPE STEEL STRAPS OR 18 EQUAL SECURE TO WITH 0 1,1111A 2 STAINLESS STEEL STRUCTURE INTERVALS (MIN. OF 2) BOLTS. STRAP [711111. CB 7 CB 6 -------- ALLEY PROF 3+80. . . . . . . . . . EX 8" sEtfER MH 402 PP 'fA GLUE FMING MH 403 . T_ z BELL & SPIGOT k-/\-,If SSAfHSWEEP ELBOW T=,31.24 H 0 . . . .. -CO 404CO 405 3 _"L IE IN tN 7.67 EMBEDDED IN IE 8 CHAIV 2J.98 L L., _ U�,,I'\ — — CONC. AT 45* IE IN 8.26 • W/ SEWER FLOW L F T _T IE Ouz S 7 64 INSIDE DROP CONNECTION EXISTING SID SEWER f-f-L FROM BUILDINIG 18.9 1 EXISTING . . . . . . . . 32 32 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTES: RELINER DURAN, INC. 1, ALL NSIDE CROP C"ECTIONS FOR SETNIM MD COLLECTOR SEWERS %IUUSE THE DROP BOA AS PRODUCED 9(,.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . • RaffEll-DUPM, INC. 53 MT. ARCHER ROAD, LYME, CT 06371 . . . . . .. . . . . . . . . . . . . . . 53 WT.ARWER RD, (800) 508-6001 FAX: (860)434-3195 LYME CT 06371 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 (860)*"277 FAX' (860}�3195 DESCRIPTION SCALE 30 . . . . . . . . . . . . . . . . . . ... . . . . 2.SECURE DROP PIPE TO 104ME WALL WITH RMINER-DURAN, INC STANLESS SM ADJUSTABLE CLAMPING BRACKEM DROP NONE CONNEPTION . . . . . . . . . . . . . . . . . . . . . . BETWEEN . . . . . . . .. . . . CONNECTIONS BUILDINGS . . . . . . . . . . . . . 1* * , , FF . . . . . . . . . . . . . . . 28 28 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 26 . . . . . . . . . EXCAVATED . . . . . . . . . . . . . . . . . . . . Y-5( 0 TREN.CH.:WDTH. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . k', . . . . . . . . . . VARIABLE DEPTH . . . . . . .. . . . . . . . . . FINAL BACKFILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 . . . . . . 24 z . . . . . . . . . . . . . . . . . . . CB 7. TYPE I . . . CB :6 -TYPE 1 . . . . . . . . . . . . . . . . . : . . . APPROXIMATE. : ' \1 STA 2+53 .9'. IT . . . . . . . . . . FINISH' GRADE' . . .. . . . .8TA .1+83. 9'- LT 4. OVER 4. . . . . . . . . . . . . . . . . . . . . .TOP .= :17,7 . . . TOP = 17.8 # _4 6" C IE 15.39 IE '14.69' . . . . . . . . . EX- MH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 NOTE: PLUG AND FILL PIPE 22 1 : . . . . . . . . . . . . , . . . . * . . . . : 1 S7-A .0+00 . . . . .. . . . . . . . . . . . WITH WATER PRIOR TO REMOVE . . . .. . . EXISTING. . . CONCRETE PIPE PLACEMENT OF CONCRETE BACKFILL EX19T*G' BACKFILL TO PREVENT T(?P .= .JP,24 . . . GRADE. . . . . AP:5/JE SEWERUNE' FLOATATION. . . . . . . . . . . . . . . . CO. 4.05 SIDE-- SEWER STA. 2+08, 4 -R-T. 'L T" -V75. . . 20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW617Z . . . . . . . . . . . . . 20 6" BEDDING . . . . . . IE '6"' =' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12" PVC SEWER PIPE LT 1+42 . . . . . . . . . . 18 Z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 UNDISTURBED NATIVE SOIL --- - `J . . . . . . . . . . CONCRETE BACKFILL 56 LF OF 6" Al PVC SIDE SEWER TRENCH DETAIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0;088± . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 (NOT TO SCALE) . . . . . . . . . . . . . . . . . . . . . . . 16 . . . . . . . . . . . . . . . . . . . . . . NEW 12" CPE-STORM STA: 3+38 . . . . . . . . . . . . .A2 . . . . . . . SEWER CROSSING. ' IE - :10:84±MH :401 . . . . . . k �6 -INSIDE. DROP. MH, AND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONTRACTOR -TO -VER`IFY . . . . . . . . . . . . . . . . . . . . . . . . . . 14 14 APPROVED ,LID . . . . . . . . . . .... . . . . . . . . . . . . LOCATION AND DEPTH OF , . . . SIDEWALK STA-. 0+87 SANITARY SEWER BEFORE . . . . . . . . . . Top� -_-� 28.5 12.5 LF •12'" PVC . . . 49117 OF 6" ' INSTALLING STORM-SEWER This plan sheet is approved for construction in accordance with the City of IE 8" IN '= '20.3: (CALCULA D) . . . C PVC -SIDE- SEWER . . . . . . . . . . . . . . . . . . . TE 6 IN CONCRETE : PIPE ' Anacortes ordinances and policies. Actual conformance of the design with applicable SIDE 5E ftER. . . . . . . . . . . laws is the responsibility of the Professional Engineer, whose name and stamp IE 12 ' OUT' =, 15.0. . . . S i= 0.Q136 MIN. S = 0.030 . . . . . . . R7 2+93 appear on this sheet. Acquiring, complying with, and providing mitigation for all . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :6.1. LF .QF .8.w. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Federal, State, County and local laws, permits and mandates, including but not 12 . . . . . . . . . PVC SEWER . . . . . . . : . . . : . . . . . . . limited to the the Endangered Species Act, Federal Wetland Permit, State 2ACO- 404 . . . . . . . . . STA. 2+12 ' S -�' 0.015' MIN.: . . . . . . . . . . A2 MH' 403' - Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National • STA. 1+63; 4� RT . . . . . . . . . TOP' =9 17.8 Pollutant Discharge Elimination System Permits is the responsibility of the Developer, STA. 2+73 Landowner, and their Engineer. The issuance of this permit shall not construed as TOP = 18.7 . . . . . . . . . . IE 12"' -- 13.3 TOP �: 18.8 SIDEWALK APPRbVtD' IE 6" .=:14.8± . - . . . . . . . IE 6" .13.3 , INSTALL 8" SIDE SEWER TO NORTH proof of compliance with applicable laws and permit requirements. 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .IE.8". .13.2 . . . . . . . . . . . . . . . . . . . IE 12:3± '(CALCULATED) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 SIGNED BY STEVE LAN GE 19/09 0+00 1 +00 2+00 3+00 4+00 City Engineer Date EX. MH Know what's el OW. This approval will expire in one year from the date noted above. 80 TOO = 1796 -0 (0 S TA J* Call before you dig. IE W = 7.67 —DCM "0 1,77 6 B. sp� 79 PW#09-019 11)1� 01F TV S / 0 FIELD BOOK/PG.: SCALES: (2.LOPIE _4U COPYRIGHT 2009 CHANDLER'S SQUARE INDEPENDENT LIVING DATE: 1/15/10 IFC SEMPAU ENGINEERING & SURVEYING, PLLC SANITARY SEWER PLAN HORIZONTAL : 1" = 20' CIVIL ENGINEERING 9 LAND SURVEYING * PLANNING VERTICAL : 1" = 2' BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4097SD-2.dwg 2118 RIVERSIDE DRIVE - SUITE 208 28626 w¢ 2 1/12/10 REVISE SANITARY SEWER DESIGN MLS AND PROFILE NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E.s W.M.p JOB NO.: 4097 MOUNT VERNON, WA 98273 IST 1 11/9 09 REVISE SANITARY SEWER DESIGNMLS '570NA Vzl THAN 24"X 36" THEN SHEET ANACORTES, WASHINGTON SHEET: CIS OF 8 360-424-9566 NO. DATE REVISION BY I REV.1 HAS BEEN REDUCED GENERAL NOTES ASPHALT PAVING AND CONCRETE NOTES STORM DRAIN GENERAL NOTES WATER CONSTRUCTION NOTES 1. WORK HOURS: ASPHALT CONSTRUCTION: SEE SECTION 5-05 AND SECTION 9 OF THE 2002 PLANS AND SPECIFICATION FOR ROAD, A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW BRIDGE AND MUNICIPAL CONSTRUCTION. �[1 PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, OISINFECPONS AND RECEIPT OF VvSDC7T' Zo(D& i-©F_ I-Fb' A 1►J IZ S,�T- CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND THE CITY OF ANACORTES SATISFACTORY BACTERIOLOGICAL TEST RESULTS. THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:00 A.M. TO 10:00 P.M, SEVEN DAYS A WEEK (COA ENGINEERING AND DEVELOPMENT STANDARDS. ORD. 2316). SOMEONE IN CHARGE TO ON SITE AT ALL TIMES WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON A. ALL ASPHALT TO BE REMOVED MUST BE SAW CUT. A JACKHAMMER CAN BE USED IF A NICE EVEN CUT IS B. ANY PERSONS PERFORMING HOT TAPS SHALL BE APPROVED IN ADVANCE BY THE CITY OF ANACORTES.WEEKENDS, PLEASE INFORM THE PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON SITE. MADE. WHEEL CUTTING IS NOT AN APPROVED METHOD UNLESS APPROVED BY THE CITY OF ANACORTES B. ALL POLY-VINYL CHLORIDE PIPE (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE REQUIREMENTS OF SUPERIOR TAPPING INC. AT 1.888.859.9221 OR SPEARS TAPS, INC. AT 425.485.4764 ARE ACCEPTABLE CONTRACTOR WILL BE BILLED FOR CITY OF ANACORTES OVERTIME, ENGINEER IN ADVANCE. ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS BEFORE THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATION 35. COMPANIES. SAW CUTTING TAKES PLACE. PROVISIONS MUST BE MADE FOR CONTRACTION AND EXPANSION AT EACH JOINT WITH A RUBBER RING, 2. CALL 48-HOURS BEFORE THE FOLLOWING: SECURELY PLACED TO PREVENT DISPLACEMENT. C. PIPELINE MATERIALS AND INSTALLATION ARE TO CONFORM TO THE LATEST REVISION OF THE FOLLOWING B. ADDITIONAL ASPHALT MAY BE REQUIRED FOR REMOVAL BY THE CITY OF ANACORTES ENGINEER OR INSPECTOR. STANDARDS: FOR INSPECTION CONTACT 360.299.1951. C. ALL CONCRETE STORM PIPE SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PIPE CONFORMING . DUCTILE IRON PIPE DESIGN (AWWA C150/A21.50) C. ALL VERTICAL DROP-OFFS WITHIN THE TRAVELED WAY WILL BE BACKFILLED EACH NIGHT. TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. . DUCTILE IRON PIPE MANUFACTURING PROCESS (AWWA C151/A21.51) A. PRIOR TO WORK START-UP D. ABUTTING EDGES AND CURBS MUST BE THOROUGHLY CLEANED. • CEMENT MORTAR LINING (AWWA C104/A21.4) B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT OF WAY. D. ALL CORRUGATED POLYETHYLENE PIPES ICPEP) SHALL T SMOOTH INTERIOR AND MANUFACTURED FROM . POLYETHYLENE ENCASEMENT (AWWA C105/A21.5) C. PRIOR TO POURING CAST CRUSHED CONCRETE STRUCTURES. E. ALL ASPHALT EDGING WILL BE TACKED PRIOR TO ASPHALTING. HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED THE REQUIREMENTS OF TYPE III, . DUCTILE IRON PIPE JOINTS AWWA C111 A21.11 D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUB GRADE. CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF AASHTO M249. ALL FITTINGS AND ACCESSORIES SHALL ( / ) E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER. • DUCTILE IRON RESILIENT WEDGE GATE VALVES (AWWA C515) F. PRIOR TO ASPHALT PAVING. F. ALL ASPHALT PATCHES MUST BE A SMOOTH TRANSITION. NO BUMPS OR HIGH/LOW SPOTS (SECTION . DRY BARREL FIRE HYDRANTS (AWWA C502) 5-04.3(13)). SURFACE SMOOTHNESS MAXIMUM VARIATION IN 10-FEET PARALLEL TO THE CENTERLINE IS 1/8' E. ALL 12 INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM SEWER AND • DUCTILE IRON FITTINGS (AWWA C153/A21.53 AND C110/A21.10) 3. MATERIALS AND WORKMANSHIP: AND TRANSVERSE %". CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF WSDOT/APWA SECTION 9-05.19 CORRUGATED • DISINFECTIONS (AWWA C651) A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS. G. SUB GRADE WILL BE COMPACTED AND TESTED PRIOR TO ASPHALTING. POLYETHYLENE CULVERT PIPE. JOINTS SHALL BE SOIL-TIGHT. ALL 3-INCH THRU 10-INCH DIAMETER . DUCTILE IRON PIPE INSTALLATION (AWWA C600) B. ALL (ADD: WORK AND) MATERIALS THAT DOES (DELETE: GOES AND ADD DO) NOT MEET THE ABOVE CORRUGATED POLYETHYLENE PIPE (CPE) SHALL COMPLY WITH ALL THE REQUIREMENTS OF AASHTO M252 AND OWNER SHALL FURNISH TO THE CITY OF ANACORTES ENGINEERING REPRESENTATIVE COPIES OF BE MANUFACTURED WITH A SMOOTH INTEGRAL LINING THAT COMPLIES WITH ALL .MATERIAL AND STIFFNESS THE CERTIFICATIONS THAT ALL MATERIALS MEET THE AWWA SPECIFICATIONS. SPECIFICATIONS MUST BE REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. H. A MINIMUM OF 3-INCH CLASS °B"ASPHALT PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY (SECTION REQUIREMENTS OF AASHTO M294. JOINTS SHALL BE SOIL TIGHT AS DEFINED IN SECTION 9-05.19. C. SUBGRADE COMPACTION TESTS: WILL BE DONE BEFORE ANY C.S.B.0 IS PUT IN PLACE, ALL TRENCHES WILL 5-04.3(10)B). F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER. D. DUCTILE IRON PIPE TO BE THICKNESS CLASS 50 OR PRESSURE CLASS 350. BE TESTED FOR COMPACTION. THE MATERIAL TESTING LAB NEEDS 24-HOUR NOTICE. USE THE TESTING PROTOCOL PROVIDED BY THE CITY. ITEMS TO BE COMPACTION TESTED WILL INCLUDE THE PIPE BEDDING 1. ALL FINAL JOINTS AND SAW CUTS TO BE SEALED (SECTION 5-05.3(8)B) USING A HOT POURED JOINT SEALANT G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT. E. ALL DUCTILE IRON PIPE SHALL BE POLY WRAPPED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. (SECTION 7-08.3(1)C), BACKFILL (SECTION 7-08.3(3) AND SUB GRADE FOR SURFACING (SECTION (SECTION 9-04.2(1). A PREFERRED SEALANT IS AR-4000. POLY WRAP SHALL BE 8 MIL MINIMUM THICKNESS AND TAPED AT THE SEAMS. LOOSE BAGGING WILL BE FOLDED 2-06.3(2)) AND ASPHALT (SECTION 5-04.3(10)8). H. THE END OF ALL ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED STORM DRAIN ON A PVC PIPE. AND SECURED TO THE PIPE. D. INSPECTION: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, BACKFILL, SUB GRADE, J. IN AREAS WHERE ASPHALT HAS BEEN REMOVED AND CDF IS IN THE TRENCH CURING, A STEEL PLATE IS CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND SIDEWALK. IF A PORTION GETS REQUIRED FOR COVER WHILE IT IS CURING. PROVIDE ASPHALT AROUND STEEL PLATE TO PREVENT THE PLATE 1. THE MARKER SHALL EXTEND A MINIMUM OF 36 INCHES ABOVE THE GROUND. THE PORTION ABOVE THE GROUND F. FIRE HYDRANTS ARE TO BE MUELLER MODEL SUPER CENTURION 200, AVK OR M+H, BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL DIG UP THAT PORTION FOR INSPECTION. 24-HOUR FROM RATTLING. THE CONTRACTOR WILL BE CALLED OUT AT ANYTIME TO CORRECT ANY RATTLING THAT SHALL BE LABELED "STORM SEWER"WITH BLACK LETTERS. IT SHALL ALSO IDENTIFY THE INVERT OF THE STUB. NOTICE REQUIRED. KNOW THE SCHEDULE AND LET THE CITY KNOW. PROVIDES COMPLAINTS. J. CLEAN-OUTS SHALL HAVE CAST IRON CASES. G. FIRE HYDRANTS SHALL BE SET VERTICAL PLUMB WITH THE PUMPER PORT FACING THE STREET. E. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL BE SUBMITTED, RENEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL USED IN THE RIGHT-OF-WAY. K. ON COMMERCIAL AVENUE WHERE LOCAL BUSINESSES ARE AFFECTED, NO ASPHALTING WILL HAPPEN IN THE LANE K. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A H. FIRE HYDRANTS SHALL BE SET AS SUCH THAT THE BREAK AWAY JOINT IS NO MORE THAN 6-INCHES ABOVE SEE THE CITY OF ANACORTES TESTING SCHEDULE. OF TRAVEL. WORK WILL PROCEED BEFORE OR AFTER BUSINESS HOURS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. AND NO LESS THAN 3-INCHES ABOVE THE FINISHED GRADE. F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES ENGINEER AND PROJECT MANAGER PRIOR TO PLACING OF CRUSHED SURFACING, ASPHALT, CURB, GUTTER, SIDEWALK (INCLUDING L. ON MAJOR STREETS WHERE TRAFFIC CONGESTION IS A PROBLEM, THE PATCH WILL BE PROTECTED WITH A % L. FOOTING DRAINS, ROOF DOWN SPOUTS AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE STORM DRAINAGE I. THERE SHALL BE 3-FOOT MINIMUM CLEARANCE AROUND THE FIRE HYDRANTS. TRENCH RESTORATION WHEN TEST MAY BE REQUIRED IN EACH LIFT). INCH STEEL PLATE UNTIL SUFFICIENTLY COOLED. SYSTEM OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. G. CITY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUB GRADE, TRENCHES, CONCRETE, OR J. FIRE HYDRANTS SHALL HAVE A RED HEAD BRAND OR EQUIVALENT WITH 5"STORZ RIGID FEMALE ADAPTER WITH ASPHALT. THE COSTS OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT DOCUMENTS. M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A MINIMUM OF 1 FOOT OF CAP AND CONNECTING CABLE. COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE CONSTRUCTED OF PVC ASTM D3034 SDR 35, AND ASTM F679. K. THE WATER SERVICES TO THE PROPERTY LINE FROM THE MAIN LINE SHALL BE 1-INCH MINIMUM COPPER AND 4. TRAFFIC CONTROL AND PUBLIC SAFETY: SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-15 OF THE CURRENT VERSION OF THE STANDARD SANITARY SEWER NOTES N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. STUB-OUTS SHALL CONFORM SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE CITY OF ANACORTES A. FLAGGING: ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST HAVE ATTENDED A FLAGGING TO THE FOLLOWING: CONSTRUCTION GUIDELINES. COURSE OR AN OFF DUTY POLICE OFFICER IS REQUIRED. THE JOB WILL BE SHUT DOWN IF ANY SEWER MAINS: • EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE GIVEN AND WORK WILL NOT PROCEED SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER L. INSTALLATION OF THRUST BLOCKS SHALL CONFORM TO THE CITY OF ANACORTES CONSTRUCTION GUIDELINE UNTIL A CERTIFIED PERSON IS FLAGGING. A. ALL PVC SEWER PIPE AND FITTINGS SHALL CONFORM TO AND MEET THE REQUIREMENTS OF THE LATEST ASTM SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER LOTS SUITABLE FOR THEIR INTENDED USE. DETAILS, 'THRUST BLOCK NO. 1 (WA-7)'AND `THRUST BLOCK NO. 2 (WA-8)7. SOIL BEARING STRENGTH OF B. SIGNAGE: ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE JOB IS TO BEGIN, SPECIFICATIONS D3034. ALSO, EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATER 2,500 PSF SHALL BE USED IN MOST AREAS ABOVE THE WATER TABLE. A QUALIFIED SOILS ENGINEER WILL PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF NEEDED. EXTRA SIGNAGE MAY BE • PIPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATIO 35. CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. EVALUATE SUBSURFACE CONDITIONS, WHICH INDICATE A LESSER SOIL STRENGTH IN THE NATIVE MATERIAL. THE NEEDED. BE READY TO RENT SIGNS IF NEEDED. • ALL SANITARY SEWER PIPES SHALL BEAR THE MARK OF THE NATIONAL SANITATION FOUNDATION. • OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED STORM"ON THE END CONTRACTOR SHALL USE PLASTIC SHEETING TO PREVENT CONTACT BETWEEN THE CONCRETE AND THE FITTINGS. C. TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE ASSISTANT CITY ENGINEER • ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. OF THE PIPE AND SHALL EXTEND 36 INCHES ABOVE THE GROUND. THE CITY OF ANACORTES ENGINEERING DEPARTMENT SHALL INSPECT THRUST BLOCKS PRIOR TO BACKFILLING PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION OF SIGNAGE, • PIPE SHALL HAVE FLEXIBLE JOINTS. . DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH THE TRENCH. FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED DIMENSIONS. NO DETOURS ALLOWED INDIVIDUAL LOTS. WITHOUT APPROVAL FROM THE ASSISTANT CITY ENGINEER. B. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER OR BE AN . THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB OUT M. THE WATER MAIN SHALL HAVE A MINIMUM OF 30-INCHES OR A MAXIMUM COVER OF 40-INCHES FROM THE D. FOR STREET CLOSURE: CALL 911. APPROVED EQUIVALENT AND HAVE BELL AND/OR SPIGOT CONFIGURATION IDENTICAL TO THAT OF THE PIPE. CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS, TELEPHONE, CABLE, ETC.) FINAL GRADE BEFORE PAVING. THIS COVER INCLUDES THE TOP OF THE CRUSHED SURFACING BASE COURSE. E. CONSTRUCTION SAFETY: IS THE RESPONSIBILITY OF THE CONTRACTOR. MANHOLE COUPLINGS CORRESPONDING TO THE SIZE OF THE SEWER PIPE SHALL BE USED. . ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. N. THE WATERLINE SHALL BE FITTED WITH A WATERTIGHT PLUG AT ANY ANYTIME WORK IS DELAYED OR STOPPED 5. ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: C. 6-INCH PVC SANITARY SEWER PIPE SHALL BE USED FOR SIDE SEWERS. SIDE SEWERS WILL BE CONSTRUCTED 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. AND OVERNIGHT. IF NEWLY INSTALLED WATERLINE IS CONTAMINATED WITH GROUND WATER, THE ENTIRE LENGTH AT A MINIMUM SLOPE OF 2% AT THE LOCATIONS SHOWN ON THE PLANS AND HAVE A 6 INCH TEST WYE AT OF PIPE AFFECTED SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLING ADDITIONAL PIPE. ' A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED MATERIAL THE EXTREMITY, PLUGGED AND BLOCKED FOR TESTING AND FUTURE USE. SIDE SEWERS WYE SHALL BE FACTORY P. ALL STORM DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A ALLOWED. MADE WITH MATCHED ENDS FOR RUBBER GASKET FITTINGS, NO CUT IN TEES SHALL BE PERMITTED. A SIDE TRAVELED, PAVED ROADWAY OR CONCRETES SIDEWALK, SHALL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES 0. MAINTAIN A MINIMUM 1-FOOT VERTICAL SEPARATION AND A 30-INCH HORIZONTAL SEPARATION BETWEEN THE B. EMBANKMENT AND SUB GRADE MUST BE COMPACTED TO 957 OF MAXIMUM DENSITY. SEWER GRADE THAT IS LESS THAN 2% MAY BE APPROVED ONLY BY THE ENGINEER AND THE CITY OF ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES WATERLINE AND ALL OTHER UTILITIES EXCEPT SANITARY SEWER, WHICH IS TO BE A 10-FOOT HORIZONTAL C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. ANACORTES UPON WRITTEN REQUEST. LOCATED WITHIN A BIKE OR WALKING PATH SHALL HAVE LOCKING LIDS. SEPARATION. WATERLINE TRENCH IS NOT TO BE SHARED WITH OTHER UTILITIES, D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED PROCTOR". D. THE END OF EACH SANITARY SEWER STUB SHALL BE MARKED WITH A PRESSURE TREATED 2X4. IT SHALL BE Q. ALL CATCH BASINS GRATES SHALL INCLUDE THE STAMPING 'OUTFALL TO STREAM, DUMP NO POLLUTANTS". P. TRENCH EXCAVATION, BEDDING AND BACKFILL FOR WATER MAINS SHALL BE IN ACCORDANCE WITH SECTION 6. TRENCHES IN DEVELOPED RIGHT-OF-WAY: PLACED AT THE FLOW LINE OF THE STUB AND EXTEND 4 FEET ABOVE FINISHED GRADE. THERE SHALL BE A 7-10 OF THE CURRENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL PERMANENT MARK LABELED SEWER'WITH A DEPTH TO THE FLOW LINE SHOWN ON THE 2X4. R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 11, OR THE INLET TYPE AS DEFINED IN SAID APWA CONSTRUCTION AND THE CITY OF ANACORTES CONSTRUCTION GUIDELINES TRENCH DETAILS. SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE CURRENT WSDOT STANDARDS SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. 0. MAXIMUM LENGTH OF OPEN TRENCH SHALL BE 100-FEET. SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. E. RUBBER GASKET SHALL BE INSTALLED PROPERLY TO AVOID WATER INFILTRATION INTO THE MANHOLE. A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY, F. WHEN CONNECTING THE PIPE TO MANHOLES, USE A-LOK FLEXIBLE CONNECTOR, KOR-N-SEAL BY NP, INC., OR S. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT RINGS. R. ALL WSDOT REQUIREMENTS FOR TRAFFIC CONTROL SHALL BE MET AT ALL TIMES. B. TRENCH ZONE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN 12-INCH LIFTS. APPROVED EQUIVALENT. THE PIPE TO MANHOLE CONNECTIONS REQUIRE FLEXIBLE CONNECTORS, SEE T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON ADJUSTMENT BLOCKS IN LIEU OF PRECAST COLLAR. S. THE CITY OF ANACORTES ENGINEERING DEPARTMENT MUST BE NOTIFIED AT LEAST 48-HOURS PRIOR TO C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED MATERIAL WSDOT/APWA SPECIFICATIONS SECTION 7-05.3. THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS MAY BE REQUIRED TO FINISH COMMENCING CONSTRUCTION AND FOR INSPECTION REQUESTS. ALLOWED. GRADE. INSTALLATION WITHIN THE PAVED ROADWAY SHALL BE PER THE CITY OF ANACORTES TYPE I CATCH G. PICK HOLES SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE AND TO BE INSPECTED PRIOR TO BACKFILL OF BASIN WITH 18-INCH BARRIER CURB DETAIL UNLESS SPECIFIED AS A THRU-CURB INLET. T. INSPECTIONS SHALL INCLUDE PIPE INSTALLATION, PIPE BEDDING, BAGGING, THRUST BLOCKING, PRESSURE 7. DRAINAGE SYSTEM CONSTRUCTION: THE MANHOLE BY THE CITY INSPECTOR. TESTING AND TRENCH BACKFILL. A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED H. MANHOLE FRAMES AND LIDS SHALL BE SLOPED TO CONFORM TO THE STREET GRADES. U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24-INCH GRATE. U. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL BE SUBMITTED, WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. V. A LOW-PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. THE CITY OF REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL USED IN THE RIGHT-OF-WAY. SEE IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED 1. TOPS OF MANHOLES WITHIN THE PUBLIC RIGHT-OF-WAYS SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEWER AND STORM SEWER MAINS, CALL THE CITY OF ANACORTES TESTING SCHEDULE. SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE JUST PRIOR TO PAVING. 360.293,1921 TO SCHEDULE APPOINTMENT. 48-HOUR NOTICE REQUIRED. (SECTION 7-17.3(2)H) PERMANENT FACILITY. V. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIAL TO DISINFECT, FLUSH AND CONDUCT B, OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND J. ALL MANHOLES AND CLEAN-OUTS IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND THE W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE METALLIC TAPE OVER ALL NON-METALLIC PIPES. THE A PRESSURE TEST OF THE COMPLETED WATERLINE AS SPECIFIED IN SECTIONS 7-11.3(11) AND 7-11.3(12) OF SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. ADJUSTMENT RINGS PER THE CURRENT EDS STANDARD DETAIL ST-02, STRUCTURE ADJUSTMENT AND METALLIC TAPE SHALL BE A MINIMUM OF 2 INCHES IN WIDTH AND PLACED CONTINUOUSLY THE ENTIRE LENGTH THE CURRENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION. C. QUARRY ROCK MUST BE SOUND `HARD'DURABLE ROCK. NO RECYCLED MATERIAL. PERIMETER SEAL. OF THE STORM DRAIN TRENCH. D. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATION ALLOWED. ALL W. DECHLORINIZATION WILL BE REQUIRED OF ALL DISINFECTION WATER FLUSHED FROM WATERLINES WHICH CANNOT SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. K. ALL MANHOLES SHALL BE PROTECTED FROM INTRUSION OF ROCKS, GRAVEL, WATER AND OTHER DEBRIS DURING X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WITH THE SECTION 7 OF THE CURRENT WSDOT BE CONVEYED TO EXISTING SANITARY SEWER SYSTEMS. THE WATER LINE, INCLUDING THE CORP. STOPS TO THE E. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT BRICKS. CONSTRUCTION. SPECIFICATIONS FOR ROADS, BRIDGES AND MUNICIPAL CONSTRUCTION. WATER SERVICES, SHALL BE PRESSURIZED TO 225 PSI WITH NO GREATER THAN A 5 PSI PRESSURE DROP OVER F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. A 2-HOUR PERIOD. THE CITY OF ANACORTES PUBLIC WORKS INSPECTOR, ENGINEER OR DESIGNATED L. THE CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWN STREAM MANHOLES, SCREENS OR Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH REPRESENTATIVE SHALL WITNESS THIS TEST. THE CONTACTOR SHALL NOTIFY AND COORDINATE WITH THE CITY 8. RESTORATION OF RIGHT-OF-WAY PLUGS TO PREVENT FOREIGN MATERIAL FROM ENTERING EXISTING SANITARY SEWER SYSTEM. SCREENS OR THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY, IF THE OF ANACORTES WATER DEPARTMENT PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO ANY WATER SHUT PLUGS SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF CONSTRUCTION AND SHALL BE REMOVED FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT OFF OR TURN ON THAT WILL AFFECT THE WATER SYSTEM. WATER DEPARTMENT PERSONNEL WILL OPERATE A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BETTER CONDITION ALONG WITH THE COLLECTED DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A THE BOTTOM AND SIDES ARE A LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. DISTRIBUTION VALVES. B. PLACE COMPACTED TOPSOIL (SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS DISTURBED BY DESIGNATED REPRESENTATIVE OF THE CITY OF ANACORTES. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. EXCAVATION. (SECTION 9-14.2). ALLOW 24-HOURS NOTICE. Z. OVERFLOW, SPILLWAYS, GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PLANS AND SPECIFICATIONS. NO X. SCHEDULED WATERLINE SHUT DOWNS: 72-HOURS NOTICE REQUIRED. CONTACT 360.293.1921 FOR SCHEDULING. C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL BE FORMED OF CAST-IN-PLACE PORTLAND CEMENT DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. Y. EMERGENCY WATERLINE SHUT DOWNS: CONTACT 360.293.1921. THE WATER DEPARTMENT WILL BE NOTIFIED. ACCEPTANCE. (SECTION 7-07.3). CONCRETE. CHANNEL SHALL HAVE A SEMI-CIRCULAR CROSS-SECTION AND SMOOTH, UNIFORM SLOPE FROM ALSO, CONTACT THE PUBLIC WORKS INSPECTOR AT 360.299.1951 AND 360.661.7838. INLET TO OUTLET, WHERE THREE OR MORE PIPES ARE CONNECTED TO ONE MANHOLE, THE FLOW CHANNEL AA. QUARRY ROCK MUST BE SOUND HARD"DURABLE ROCK. NO RECYCLED MATERIAL. 9. FINAL INSPECTION AND ACCEPTANCE: SEE SECTION 1-05.11 AND SECTION 1-08.5) SHALL BE FORMED TO SMOOTHLY DIRECT FLOW FROM INLETS TO OUTLET. Z. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE WATER SAMPLE BOTTLE FROM THE SKAGIT COUNTY HEALTH BB. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATIONS ALLOWED. ALL DEPARTMENT PRIOR TO SCHEDULING BACTERIAL SAMPLING. THE LENGTH OF PIPE WILL DETERMINE THE NUMBER • A. WHEN CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE CONTRACTOR N. STEPS CONSISTING OF ONE 1 INCH DIAMETER HOT BENT AND GALVANIZED DEFORMED BARS SHALL BE SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. OF SAMPLES TAKEN. COMPLETE THE 'FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". INSTALLED AT ONE (1) FOOT CENTERS. EACH MANHOLE SHALL HAVE A MINIMUM OF EIGHT (8) INCHES OF CC. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE 11 CATCH BASINS. • GIVE THE COMPLETED 'FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM'TO THE PW ADJUSTMENT BRICK OR CONCRETE ADJUSTING RINGS BETWEEN THE TOP OF THE CONE AND THE BASE OF THE INSPECTOR AND REQUEST A SITE INSPECTION. ALL SITE INSPECTIONS ARE ON WEDNESDAYS BETWEEN 9 MANHOLE FRAME. AM AND 12 PM. B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CITY OF ANACORTES 0. ALL TESTING AND CONNECTIONS TO THE EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF A DESIGNATED DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR WILL COMPLETE THE REPRESENTATIVE OF THE CITY OF ANACORTES. CALL 360.299.1955 TO SCHEDULE AN INSPECTION. ALLOW WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PUNCH LIST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR FOR REINSPECTION. THE 24-HOURS NOTICE. INSPECTOR WILL VERIFY THAT ITEMS ON WALK THROUGH ARE COMPLETED. STANDARD PLANS FOR ROAD, BRIDGE AND C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE CONTRACT P. A LOW-PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. PRE-TESTING IS AND APPROVED PLANS, INCLUDING FINAL CLEANUP AND ALL WORK ORDERED BY THE PROJECT MANAGER, REQUIRED. RESCHEDULING A FAILED TEST MAY RESULT IN SEVERAL DAYS DELAY DUE TO CONFLICTS WITH MUNICIPAL CONSTRUCTION, LATEST EDITION HAS BEEN COMPLETED. (SECTION 1-05.11) OTHER PROJECTS. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. ALLOW 24-HOURS NOTICE, A D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL 'AS BUILT"DRAWINGS (BOTH DIGITAL AND RE-INSPECTION WILL APPLY. B-5.20-00 CATCH BASIN TYPE 1 HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE PROJECT MANAGER. B-10.20-00 CATCH BASIN TYPE 2 E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CITY OF Q. UPON INSPECTION APPROVAL BY THE CITY OF ANACORTES PUBLIC WORKS INSPECTOR AND THE VIDEO B-15.20-00 MANHOLE TYPE 1 INSPECTION REQUEST FORM IS COMPLETED BY THE CONTRACTOR, THE CITY OF ANACORTES MAINTENANCE B-30.10-00 RECTANGULAR FRAME REVERSIBLE ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. CAMERA CREW WILL PERFORM A VIDEO INSPECTION OF THE SANITARY SEWER MAINS TO DETERMINE B-30.50-00 RECTANGULAR HERRINGBONE GRATE 10. MISCELLANEOUS: CLEANLINESS, ALIGNMENT AND PROPER BEDDING AFTER LINES HAVE BEEN FLUSHED. CALL THE PUBLIC WORKS B-30.90-01 MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES INSPECTOR AT 360.299.1955 TO SCHEDULE APPOINTMENT. 48-HOUR NOTICE REQUIRED. (SECTION 7-17.3(2)H). B-85.40-00 8 INCH SEWER CLEAN-OUT A. AS-GUILTS: THE DEVELOPER WILL SUPPLY TO THE CITY, ONE HARD COPY AND ONE ELECTRONIC FILE A RE-INSPECTION FEE WILL APPLY PRIOR TO RE-INSPECTION VIDEO OF THE SANITARY SEWER LINE. A F-10.12-00 CEMENT CONCRETE CURBS (AUTOCAD VERSION 2002) OF AS-BUILT DRAWINGS TO INCLUDE ALL CITY UTILITIES. THE AS-BUILT PRE-INSPECTION CHECKLIST IS AVAILABLE PRIOR TO A VIDEO REQUEST. F-30.10-00 CEMENT CONCRETE SIDEWALK DRAWINGS WILL BE SUBMITTED TO THE PROJECT MANAGER AT SUBSTANTIAL COMPLETION FOR REVIEW AND F-40.12-00 SIDEWALK RAMP TYPE 2 WITH LAYOUT APPROVAL PRIOR TO THE ISSUANCE OF FINAL PROJECT APPROVAL AND ACCEPTANCE. F-40.16-00 SIDEWALK RAMP TYPE 4A WITH LAYOUT B. UTILITY LOCATES NUMBER: 1.800,424.5555, REQUIRED BEFORE STARTING ANY GROUNDWORK. F-80.10-00 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3 & 4 1-40.10-00 TEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED AREAS 11. CONSTRUCTION STAKING SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE 1-40.20-00 STORM DRAIN INLET PROTECTION OF WASHINGTON. THE CONTRACTOR SHALL PROTECT ALL STAKING AND SURVEY MARKERS DURING THE 1-80.10-00 MISCELLANEOUS EROSION CONTROL DETAILS CONSTRUCTION PERIOD. REPLACEMENT OF CONSTRUCTION STAKING SHALL BE PERFORMED AT NO ADDITIONAL M-17.10-02 PARKING SPACE LAYOUTS COST TO THE OWNER OR ENGINEER. THE CONTRACTOR SHALL NOTIFY THE SURVEYOR A MINIMUM OF 48 HOURS M-24.60-02 SYMBOL MARKINGS: MISCELLANEOUS IN ADVANCE OF ALL REQUESTS FOR CONSTRUCTION STAKING. This plan sheet is approved for construction in accordance with the City of Anocortes ordinances and policies. Actual conformance of the design with applicable 12. A CURRENT, APPROVED COPY OF THESE CONSTRUCTION DRAWINGS MUST BE ON THE JOB SITE WHENEVER laws is the responsibility of the Professional Engineer, whose name and stamp CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF CERTIFIED AS-BUILT appear on this sheet. Acquiring, complying with, and providing mitigation for all DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE CONSTRUCTION. , Federal, State, County and local laws, permits and mandates, including but not limited to the the Endangered Species Act, Federal Wetland Permit, State 13. CONSTRUCTION REVIEW SHALL BE PERFORMED BY THE ENGINEER, HIS APPOINTED REPRESENTATIVE, OR THE CITY Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National OF ANACORTES. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE IN ADVANCE OF ANY CONSTRUCTION ` Pollutant Discharge Elimination System Permits is the responsibility of the Developer, REVIEW TO BOTH THE ENGINEER AND THE ANACORTES PUBLIC WORKS DEPARTMENT. 0 Landowner, and their Engineer. The issuance of this permit shall not construed as proof of compliance with applicable laws and permit requirements. 14. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW BY THE ENGINEER FOR VARIATIONS FROM THE ENGINEER'S DESIGN. SU13STITUTES SHALL BE REVIEWED AS TO GENERAL CONFORMANCE BY THE ENGINEER BEFORE INSTALLATION CAN PROCEED. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS IN Fz:)t - tt. 13•Cfl ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. Know what's below. City Engineer Date Call before you dig. This approval will expire in one pp p' year from the date noted above. B.�o OV IVAs��� PW#09-019-DCM COPYRIGHT 2009 ��� �, C�0 SCALES: CHANDLER'S SQUARE INDEPENDENT LIVING FIELD BOOK/PG.: . SEMRAU ENGMEERING & SURVEYING, PUC - PROJECT HORIZONTAL : N/A DATE: 1 i./ /D 'F9 +/09 Ire-" CIVIL ENGINEERING • LAND SURVEYING 4- PLANNING VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4047DTS.DWG 2118 RIVERSIDE DRIVE - SUITE 208 1 28626 MOUNT VERNON, WA 98273 ��F�s�_ISTER � ww NOTES NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E", W.M., JOB NO.: 4097 360-424-9566 SIONA N0. DATE REVISION BY REV. THAN 24% 36" THEN SHEET ANACORTES, WASHINGTON SHEET: C7 OF 8 HAS BEEN REDUCED Fr- o 0 I m D D �y`,�t7 `.w. ; l m ,IT, D 40' T A a m z z r N n m z NO MORE THAN 10' FROM OPERATING NUT TO THE DRIVE SIDE OF CURB p o I -5 z p o 34.5' P a o 0 2 O z z p a o 0 O U N Ln W. CONCRETE SEAL N .r '° m In cl� 28' A m T o o (SEE ) A A o OPERATING NUT SHALL BE 1 1/4" PENTAGON. tL o ff**�1 o ?' o r^ m J S � p W J S n tJ a `` -O3 N f 6 2.5" PORT WITH N.S.T. u 3 0 z m n o m m INCH I.D. MEASURED. 4" PUMPER PORT WITH 6 THREADS/INCH I c1 z la r I .{ a MEASURING 4.72 INCHES O.D.. (STORZ ro ? a z ADAPTER AS LISTED BELOW IN GENERAL 21 t' o v v f� �' o o SEE TRENCH DETAILS FOR to M 1E NOTES 3) 12t' a 5 BACKFILL REQUIREMENTS o 36" FROM 36" FROM w a ANY OBSTRUCTION ANY OBSTRUCTION CONCRETE SEAL JOINTS AFTER 0 a a l 6' M rrnn � � COLLAR PAVING OPERATIONS ¢ 5 c7 m BREAKAWAYS 2 INCH MIN. DROP COVER WITH HAVE BEEN COMPLETED l C0 x o0 _ _ 6 INCH MAX. "WATER" ON COVER. z w 0.5' m NO.: ITEM: MATERIAL: SIZE: m A FINISHED GRADE EXISTING PAVING w > 316 0.5' A ° ° ° ° ° ° ° ° ° ° ° ° ° °^°• ° ° ° ° ° g ° ° ° ° ^ Oaf aQ 4" CEMENT CONCRETE 1 , 000eo oo oov ooeo^o ^ 0000 vo oao • METER CONC. 2 INCH ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °^" eoeo a ee oeooe "000e ° o°e e„ �e°e°ooe°oo e°e°e°Ooeoe° °eoeoe ° o oe o CAST IRON VALVE 0 N ~ - BOX .Qaoeseeee 000e000eco, oope coe SIDEWALK, WSDOT STD 6 9 CASING COVER. 2q .: '•:;, " 2.0=> �- PLAN F-30.10-00 a 2 PLUG BRASS 2 INCH SEE TRENCH DETAILS FOR _ CAST IRON VALVE GRAVEL 3 110 BRASS 2 INCH a °o °o "4 �� .000 BASE ° COUPLING/ FEMALE n BACKFILL REQUIREMENTS Age CASING. '� FLARE X IP a _ TAR PAPER OR PLASTIC BARRIER oae RESILIENT WEDGE PLANE 21/z" TO CENTER OF MAIN �I I I 4 ADAPTOR ° 1/2 CU.YD. GRAVEL _ DRAIN OVER DRAIN ROCK. ;8g8g GATE VALVE EXISTING DRIVING LANE e UNDERDRAIN. I � r CEMENT CONCRETE TRAFFIC ROCK o °os °B°o• b.o0S�S�o 7" CRUSHED SURFACING TOP COURSE 0.5'-►-1 CURB AND GUTTER WSDOT 4 PIPE COPPER 2 INCH :a;° > e e e o e e e e e e e e e e e o eo e . e . 0 0 0 0 0 0 o"e o"e o 0 ° 0 0• o v e e v o o p •p 00000000000"0p 'CONC. .'. D STD PLAN F-10.12-00 TYPE K DRAIN HOLE. ° 3" HMA CLASS " ASPHALT LEVELING COURSE N 7 8 BOX SHOE (INSIDE COATED a 5 VALVE SHOE INSIDE MEGA LUG OR GRIP RING ° ° THRUST 1 " GEOTEXTILE FABRIC MAY BE REQUIRED BY CITY i z AND OUTSIDE). .> . 3" HMA CLASS /z ASPHALT WEARING COURSE v _ A v - :o••; DRAIN ""`' „........::::: "`• ""' ° p'.BLOCK;• ENGINEER OR STATE REPRESENTATIVE IF UNSTABLE _ 6 SADDLE BRASS _ 5J D CONC. THRUST ?;°;°., """' x °.q d:, n ROCK ii�iir:., tO ..................... SAND BEDDING :::: ::•::•:S:VA:V!"•.::_::.:::::�:•::,;::.:: ° '°:: - GROUND CONDITIONS ARE ENCOUNTERED. n 0 F WATER SERVICE NOTES: 2WIINCH a M r BLOCKING. •• %> " %% ::. •• T;::•:S:':;tt ::<•;:::::::::::.::: I•• •••• •••••• I 2 A. METER BOXES SHALL BE FOG11TE B1OT , SKAGIT VAULT #2 (FOR 2" METERS), NIPPLE � (SEE NOTE 1) � = D ( ) ) = y �--UNDISTURBED EARTH-► OR APPROVED. n UNDISTURBED EARTH-► y 7 RESILIENT 2 INCH r 1 2TH STREET PAVING SECTION �p� o B. METER WILL BE PROVIDED AND INSTALLED BY THE CITY AFTER FEES ARE PAID. WEDGE zz D C. ANGLED METER BALL STOP AND CORPORATION STOP SHALL BE FLARED, MUELLER 110 GATE 'U (NOT TO SCALE) 8 v m VALVE o D FIRE HYDRANT NOTES: OR FORD QUICK JOINT COMPRESSION FITTING. 1. A THRUST BLOCK SHALL BE PLACED AT THE BACK OF THE HYDRANT SHOE FROM THE DITCH BOTTOM TO A POINT 3/4 OF THE WAY UP zA D. THE SADDLE NEEDS TO BE RESEALED IN 8 MIL POLY BAGGING. SERVICE PIPE TO BE 8 IPX110 BRASS 2 INCH Aa THE BACK OF THE SHOE AND "V' SHAPED TO SOLID GROUND AND SHALL BE A MINIMUM OF 2'-0" WIDE AT THIS POINT AND SHALL NOT WRAPPED IN TAPE 3'-4' FROM THE GATE VALVE FOR CATHODIC PROTECTION, COUPLING/ MALE z OBSTRUCT BOLTS OR DRAIN HOLES ON THE SHOE. ALL BOLTS BELOW GRADE SHALL BE CHECKED FOR TIGHTNESS BEFORE BACKFILLING. o M E. SADDLE SHALL BE ROMAC NO.202S OR EQUAL, ADAPTOR c2 THE USE OF MEGA-LUGS OR GRIP RINGS IS ALSO ACCEPTABLE. N N M 2. THE FOLLOWING HYDRANTS HAVE BEEN ACCEPTED AS A STANDARD BY THE CITY OF ANACORTES: MUELLER (SUPER CENTURION 200), o 71 F. OWNER SHALL SUPPLY PRESSURE REDUCING VALVE IF REQUIRED, oo --I AVK AND M+H. g NIPPLE BRASS 2X3 G. FOR METER INSTALLATIONS GREATER THAN 2 INCHES, CONTACT THE ENGINEERING D 3. RED HEAD BRAND OR EQUIVALENT WITH 5" STORZ RIGID FEMALE ADAPTER WITH CAP AND CABLE. C7 WATER WORKS DEPARTMENT. r m eZ 8 B THRUST BLOCK - TABLE 11 MINIMUM BEARING AREA AGAINST ^"k UNDISTURBED SOIL SQUARE FEET REMOVABLE WATERTIGHT F NGE OR L/OlCE �{��:�'r��,N~✓1 r/ "1 Y��'"��:�r �.., Jl ' 2 uN PIPE PRESSURE A 11 C D E X 60PSI y gg���� gg°°qq SIZE• PSI: ) wN� NE W DIAMETER ELBOW O , °oB.,Eoe 'eedvo `r 5 VARi A WELDED PUi 1 e° " 200 2/(1) 1/110NE 1/NONE NONE NONE 12" OUT 36" IN AtN DPIUED 3'DIA ORIFICE '{ ... 4 200 4300 /(3) 3/(2) 3/(1) 1/(1) 1N001E NONEf, ELBOW-RESTRICTOR O °°°°"' /O /O /O /O n f a°e°° vvvvev f '1 °v°°°e°°°e°° °v°v°eav°eu 6" 300 6/(4) 4/(3) 3/(2) 2/(1) 1/NOHE NONE ,... �� e" zoo 7/(5) 5/(3) a/(3) 2/(2) 1/(1) 3/(2) °°°° ° °°°° �l (NO SCALE) 300 11/(8) 8/(5) 6/(4) 3/(2) 2/(1) / TEE �, . 12 4 10 6 10" 200 11/(8) 8/(6) 6/(4) 3/(2) 2/(1) 4/(3) 90' BEND OFFSET FRAME SO THAT !�,, 7p RESiRICTOR/FLOAT461 {� 275 8/(II 11/(7) 9/(6) 5/(3) 3/(1) SEPARATION DEVICE IS •'''� ),,: .,,, ^n " 200 6A11 11/(8) 9/(6) 5/(3) 3/(2) VISIBLE AT EDGE OF -�' : . • � °I 250 4/(1617/(11 13/(9) 7/(5) 4/(3)OVER •• ,.,.., OPENING AND DIRECTLY 9 8 12 5/(4) G :.. 3 14" 200 2/(1316/(11 12/(B) 8/(4) 3/(2) 7/(B) .7. LADDER NOTE: 250 3A22 23/(16 18/(12 9/(6) 5/(3) TOP = 17.6 MANHOLE TOP SLAB SEE ST-01 UTILITY TRENCH TYPICAL 16" 200 9/(19 1/(1418/(I1 8/(6) 5/(3) IOA7) B PER WSDOT -24 FOR BACKFILL REQUIREMENTS 225 3/(16 3AIO 17AI2 a/(6) 5/(3) DOUBLE SERVICE - PLAN VIEW . d. 18" zoo 6/(24 6/U7 0/(1310/(7) 5/(4) 13/(B) a: 1 INCH 20" 200 5/(29 2A21 4/(16 13A8) 7/(4) 16/(It) CAP -- - 48" /\ NO.: ITEM: MATERIAL: 5/8 OR 3/4 1 INCH DOUBLE 1145' BEND O MAIN -1 !) I 1 METER BOX CONC. N0.1 N0.3 N0.1 24" 200 4/(43 6/(3D /(23 18/(12 9/(6) 3/(16 O BOLT OR ANGLED BALL FOR COPPER 1 INCH 1 INCH 5/8 INCH TOP = 13.50 2 ER METER STOP SERVICE OR 2 - 3/4" DIA. RODS FOR 10" SIZE & SMALLER WELDED STD. W/LOCK WINGS 3/4 INCH 2 - 1" DIA. RODS LARGER THAN 10" SIZE 13.2 OVERFLOW MANHOLE STEPS CROSS-SECTION E 12" O.C. 3 PIPE COPPER 1 INCH 1 INCH 1 INCH CLEANOUT GATE/SHEAR GATE y 100 YEAR WATER ^ 12.09 3" DIA. ORIFICE TYPE K 1 8" DIA., APWA STD. PLAN B-3 SURFACE = 13.2 4 CORP. STOP FOR COPPER 1 INCH 1 INCH 1 INCH " .'.. 'a• SERVICE LIFT HANDLE, APWA STD. 5 SADDLE BRASS BODY IE 12" OUT = 10.89 _ PLAN B-3, OR CHAIN 5.9 OR 36" CMP IE 36" = 10.50 140 LF, 66" CMP BRONZE STRAP 16 GA. MIN. (ROMAC 1018/13S) CMP TO CPE- 6 TEE BRASS IX3/4X3/4 22 1 /2° BEND 11 1 /4' BEND STRAP TO 1 INCH A15428 "' + COUPLING ,. BASIN WALL IE 66" CMP = 8.00 7 AnAPTOR Bless 8.89 1" DIA IE 66" CMP = 8.00 PIPE BRASS 3/4' % ORIFICE X X THRUST BLOCK NOTES: 6' •,:,,P.;.,•:, 2' MIN. 9 90' ELBOW BRASS 3/4 INCH 10 PIPE Baas 3/4 INCH GATE VALVE 1. SQUARE FEET OF CONCRETE THRUSTS - BLOCK AREA % CLOSE SAFE BEARING LOADS IN LB./SQ.FT. THE BASED ON SAFE BEARING LOAD OF 2000/3000 STD. GALVANIZED 66„ 11 CONDUIT PVC 2 INCH SATE BEARING LOADS GIVEN IN THE POUNDS PER SQUARE FOOT. CATCH BASIN LADDER , WATER SERVICE NOTES' FOLLOWING TABLE ARE FOR HORIZONTAL 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, STEPS CB CONTROL STRUCTURE DETAIL TYPE 2-54" A FIRE SPRINKLER SYSTEMS MAY REQUIRE LARGER THRUSTS WHEN THE DEPTH OF COVER PRESSURES AND SOIL CONDITIONS. OVER THE PIPE EXCEEDS 2 FEET. A. METER BOXES SHALL BE A BERG VAULT ;<(1 METER AND SERVICE PIPING TO MEET FIRE FLOW 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE STORM DRAIN UNDERGROUND STORAGE DETAIL 8 WITH A TOUCH READ LID. REQUIREMENTS. COORDINATE WITH BUILDING SOIL SAFE BEARING LOAD MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. B. METER WILL BE PROVIDED BY THE CITY. DEPARTMENT IF SPRINKLERS ARE PROPOSED. LB. PER SQ. FT. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL (NOT TO SCALE) BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DIS- C. ANGLED METER BALL STOP AND CORPORATION *MUCK, PEAT, ETC. o STOP SHALL BE FLARED, MUELLER 110 ORAND SOFT CLAY 1,000 MANTLING JOINT, FORD QUICK JOINT COMPRESSION FITTING. SAAND AND GRAVEL 3,000 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO D. THE SADDLE SHALL BE RESEALED IN 8 MIL SAND AND GRAVEL WITHSTAND FULL TEST PRESSURE AS WELL AS TO CON- CEMENTED WITH CLAY 4,000 TINUOUSLY WITHSTAND OPERATING PRESSURE UNDER POLY BAGGING. THE CORP AND COPPER SERVICE HARD SHALE 10,000 SHALL BE WRAPPED IN TAPE 3'-4' FOR CATHODIC PROTECTION. ALL CONDITIONS OF SERVICE, CEMENT CONCRETE BARRIER CURB E. OWNER SHALL SUPPLY PRESSURE REDUCING VALVE AT BUILDING ENTRANCE IF STATIC OR *IN MUCK OR PEAT, ALL THRUSTS SHALL 6. ADDITIONAL BLOCKING MUST BE PROVIDED IF GATE VALVE IS FIRE PUMP PRESURE EXCEEDS 80 P51 BE RESTRAINED BY PILES OR TIE RODS AT END OF LINE DURING TESTING. WSDOT STD. PLAN F-10.12-00 .� TO SOLID FOUNDATIONS OR BY REMOVAL F. FOR DOUBLE SERVICE, A U-BRANCH MUELLER MODEL NO: H-15364 OR OR EQUAL MAY BE USED. OF MUCK OF PEAT AND REPLACEMENT G. FOR METER INSTALLS GREATER THAN 2 INCHES, CONTACT THE BUILDING DEPARTMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. SCALE: NOT TO SCALE C. o� DETAIL: WA 04 SCALE: NOT TO SCALE G1iY of ;s " DETAIL: WA-07 This plan sheet is approved for construction in accordance with the City of °°° °°° DRAWN BY: S.L. DRAWN BY: S.L. Anacortes ordinances and policies. Actual conformance of the design with applicable 8o;%=e;ae°ag8oe8a=8o�>°0�=°8�°°°>°°°<'° °°• laws Is the responsibility of the Professional Engineer, whose name and stomp 4 44 FILE: WA-04 SERV-SMALLDWG WATER SERVICE FILE: WA-07 THRUSTBLOCKI.DWG THRUST BLOCKING appear on this sheet. Acquiring, complying with, and providing mitigation for all 2" CRUSHED // HORIZONTAL BENDS Federal, State, County and local laws, permits and mandates, including but not GRAVEL (TYPICAL) EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: UZCO UNDER 2" EFFECTIVE DATE:rO'7-W20B-2 IE Y DATE: REVIEWER: v �=limited to the the Endangered Species Act, Federal Wetland Permit, State '+ t AND VALVES Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National WOVEN GROTEXTILE REINFORCING 21/z" CLASS "B" ASPHALTIC CONCRETE 07-20-06 07-20-2009 BRUCHNERAPPENDIX A - STANDARD DRAWING 2009 01-20-2005009 BRUCHNER can APPENDIX A - STANDARD DRAWING 2009 Pollutant Discharge Elimination System Permits is the responsibility of the Developer,Landowner, and their Engineer. The issuance of this permit shall not construed as FABRIC (MIRAFI X SERIES) IF 3„ CRUSHED SURFACING TOP COURSE proof of compliance with applicable laws and permit requirements. , ® DIRECTED BY GEOTECHNICAL [WSDOT 9-03.9(3)] OR 2" ATB ENGINEERCONSTRUCTION WORKING SURFACE SIGNED BY STEVE LANGE 11/13/09 12" AGGREGATE FOR GRAVEL BASE 9-03.10 City Engineer Date below. [WSDOT 9-03.101 This approval will expire In one year from the date noted above. KIIOW Wilatte ore youPARKING LOT PAVING SECTION (c) 20 io Call before you dig. (NOT TO SCALE) 8 O e. s � So� oF WASH/ � 09-019-DCM COPYRIGHT 2009 y` G0 SCALES: FIELD BOOK/PG.: PROJECT CHANDLERS SQUARE INDEPENDENT LIVING SEMRAU ENGJNEERING & SURVEYING, PLLC HORIZONTAL : N/A DATE: 1/15/10 IFC CIVIL ENGINEERING • LAND SURVEYING • PLANNING VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4047DTS.DWG 2118 RIVERSIDE DRIVE - SUITE 208 28626 4' 1 11 16 09 WSDOT REVISIONS TO 12TH STREET SECTION MLS JBS DETAILS AL JOB NO.: 4097 MOUNT VERNON, WA 98273 �OF� R4' NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., `SSION E'S 10 12 09 ISSUED FOR CITY APPROVAL JBS THAN 24 x 36 THEN SHEET 360-424-9566 NO. DATE REVISION BY REV] HAS BEEN REDUCED ANACORTES, WASHINGTON SHEET: C8 OF 8 i i 1 r� 5l l�r� _cam. ac � G±2ts2Y� ---- l�P,�O�e.YIiG ^ 0. aY1� / \C� e . P✓ U� _ _ ' ,bra F l�c��-�" r � , OVC�Ir✓ [-1�P P� DC'P� � �IC�k hYl . .��.�R�C._ -- -- - o _ iOL mDa n P` �_ _ 0.Y��civ�C e �e� -- _.__C - - -- _ i /� �— 1 O���c Is l✓�Ct COnI C�F _7 O Ck �1li1 0 _� -- 1 i i existing so- t (no work ohs vna� root ;� � % � � VXj17 exist ng lawn (no drk) J � � � � � exi n a orate sidew Ik (no ark) � j � 1 � -- 1 f 0 o s / �{: o 28 'Sw/ _ o � 2 j x O dining addition ex nq d Ing o l' FFL 27.9 2 .9yja l LJ�P 12r• C�+ 5k — OWE c L�razed 26 . Gff,rAC�( f ran rr�n�e� �n�new LO Cwlo�ec �� ICa in ls � 4A-C SP � h p�rp� r 1 J I P..X _��Ct,>Lvip��'�._— _ n -----r � -,�-. ve�a�rP i existing CO t:ripoad Z11111L1 - - _ O sc, s Dining Room Landscape Plan NIAC ', NO u-knn5 LLAXnu-t (\kev) {tee cvvi�sslnv, c t�Y,sce, Do. s '���r F S I I -- - :S f c,, , p e-A (-Nov)G,ce-4e, nr pa ;US KATHRYN F00LE ._ S �eu�r�_) JZs - 40 ,n w �ex� � f, +o b� LANDSCAPE DESIGN Se�e-c4P�( . _..{-. (360) 855-2194 { 51013ENNETT STREET , - Go rv(�)e � Y (1���10 V� E�eAtw1 - 5EDKO-WOOLLEY, WA 98284 / ..; I b"���e� dcis r� 40 Lvov �lAcc� c-�S WA Certified Professional Horticulturiot; Kathryn Poole CPH #2148 �1h1 Through 5-31-2012