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HomeMy WebLinkAbout58th St. Jackman to Hilla EO r i i i PROJECT A/0T/9T/0/V_5 5 WNa 6Zot)[ CONSTRUCTION PLANS FOR THOMS SHORT PLAT ROAD IMPROVEMENTS AND DRAINAGE IN THE CITY OF PORT T O WNSEND GENERAL CONSTRUCTION NOTES UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANDPREPAREDFOR: .ROBERT THOMS MUNICIPAL CONSTRUCTION PUBLISHED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND CITY OF PORT TOWNSEND STANDARDS. L OCA TED IN SECTION 34, TOWNSHIP 31 NORTH, RANGE I WEST, W.M., JEFFERSON COUNTY, WASHINGTON. THE CONTRACTOR SHALL- KEEP THE DESIGN ENGINEER, CLARK LAND OFFICE (360 - 681- 2161), OR SUCH OTHER LICENSED CIVIL ENGINEER AS MAY BE DESIGNATED THE DESIGN ENGINEER BY THE PROJECT OWNER, AND THE PUBLIC WORKS DEPARTMENT OF THE CITY OF PORT TOWNSEND (360- 385 -7212) INFORMED A MINIMUM OF 48 HOURS PRIOR TO UNDERGROUND UTILITY CONSTRUCTION WORK TO o ALLOW AMPLE TIME FOR INSPECTION BEFORE THE SYSTEM IS BACKF/LLED. DE ( OI A JUL ( ALL TEMPORARY SEDIMENTATION EROSION CONTROL FACILITIES MUST BE IN Dr OPERATION PRIOR TO CLEARING. THEY MUST BE SATISFACTORILY MAINTAINED UNTIL THE POTENTIAL FOR ONS/TE EROSION HAS ..- - S BEEN ELIMINATED BY SUCCESSFUL REVEGETATION. r THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL APPLICABLETOPOFBANKPERM /TS PR /OR TO CONSTRUCTION. I , THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF THE AS- CONSTRUCTED IMPROVEMENTS. ACTUAL LOCATIONS OF EXISTING UTILITIES SHALL DRIVEWAY ALSO BE RECORDED. THE CONTRACTOR SHALL DELIVER THESE RECORD DRAWINGS TO 4- jnt4 THE DESIGN ENGINEER AT THE COMPLETION OF WORK. THE DESIGN ENGINEER Eµo SE 59th Street SHALL REVIEW THE RECORD DRAWINGS, MAKE ADJUSTMENTS TO PLANS AND SUBMIT 2 SETS AND ONE DISK OF AUTOCAD FOP.MAT DRAWINGS TO THE PORT TOWNSEND PUBLIC WORKS DEPARTMENT. THE PLANS SHALL BE SIGNED, STAMPED AND CERTIFIED BY THE DESIGN ENGINEERT , ,SOvT If T6 AS BEING SUBSTANTIALLY IN CONFORMANCE WITH THE S• I I t Al DVS D ORIGINAL DESIGN, EXCEPT FOR APPROVED CHANGES, TO THE BEST OF HIS I I I (, VT Z. KNOWLEDGE AND BELIEF. P P P. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE INLOTISg DEPTH THAT ' DOES NOT MEET THE OPEN PIT REQUIREMENT OF WSDOT STANDARD 7'6 AAA SPECIFICATIONS, SECTION 2- 099.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AN D NEITHER THE CITY OF PORT >TOWNSEND ITS EMPLOYEES AND AGENTS, NOR THE DESIGN 50 25 0 50 -'. 4 ENGINEER. ASSUMES THE RESPONSIBILITY. ALL TRENCH SAFETY SYSTEM HAi1SSHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTHSCALEINFEETACT, CHAPTER 49.18 RCW. CONTOUR INTERVALS = 2 FEET .., !' I ,' rr p . (% ile )P% % AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS D O ? -+, N PROGRESS. . a 1 r - ... j Al srpz e ,E I 1' ALL CATCH BASINS SHALL BE WSDOT TYPE 1 CATCH BAS /NS UNLESS OTHERWISEt It I . NOTED....,.,:.. V!9rvr yhJ5 a1 r INSPECTION OF THE CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED BY THET,ye " OT 2 -I 20' PUBLIC WORKS DEPARTMENT OF THE CITY OF PORT TOWNSEND OR BY SUCH OTHER 0 -- rr G ' I I ( t' ENTITY AS MAY BE DESIGNATED BY THE CITY ENGINEER AT THE PRECONSTRUCTION I l CONFERENCE. I + + 1 THE OWNER SHALL ARRANGE AND PAY FOR COMPACTION TESTING (INCLUDING PROCTOR TESTING) OF TRENCH BACKFILL AND ROADWAY FILL BY AN INDEPENDENT TESTING V`. Iv O SS oo - - - - LABORATORY. TESTING SHALL BE PERFORMED ON A RANDOM BASIS ON A FREQUENCY C A7 _ SS TO BE COORDINATED WITH THE PORT TOWNSEND PUBLIC WORKS DEPARTMENT AT THE F(L T N PRECONSTRUCTION CONFERENCE OR AT SOME OTHER TIME PRIOR TO THE START OF CONSTRUCTION. k - W 58th S ree Olaf r Q r C r o WCS7" Vol LOT 71 ; i Lkj I 44 APPROVAL I INDEX TO SHEETS t SHEET 1 -COVER SHEETH°uosa + I ?i'I ' SHEET 2 -PLAN &PROF /LE 58th STREETS8900135IE .' i i ! SHEET 3 - PLAN & PROFILE DRIVEWAY /DRAINAGE99.90' ,:' SHEET 4 - STANDARD STREET SECTION SHEET 5 - EROSION CONTROL SYSTEM a SHEET 6 - DRAINAGE DETAILS LEGEND I E I t X DENOTES EXISTING FENCE W DENOTES EXISTING 6" WATER LINE 5 7th SS DENOTES EXISTING 8" SANITARY SEWER LINE I M HStreetFOR t I PROPOSED SANITARY SEWER STUB STORMWATER /EROSION CONTROLL IS MR. ROBERT THOMS, oFwASN,yq X09 e DENOTES PROPOSED DRAINAGE GRASSY SWALE PHONE: (21 - 698 -2141 I f U i i i PROJECT A/0T/9T/0/V_5 5 WNa 6Zot)[ CONSTRUCTION PLANS FOR THOMS SHORT PLAT ROAD IMPROVEMENTS AND DRAINAGE IN THE CITY OF PORT T O WNSEND GENERAL CONSTRUCTION NOTES UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANDPREPAREDFOR: .ROBERT THOMS MUNICIPAL CONSTRUCTION PUBLISHED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND CITY OF PORT TOWNSEND STANDARDS. L OCA TED IN SECTION 34, TOWNSHIP 31 NORTH, RANGE I WEST, W.M., JEFFERSON COUNTY, WASHINGTON. THE CONTRACTOR SHALL- KEEP THE DESIGN ENGINEER, CLARK LAND OFFICE (360 - 681- 2161), OR SUCH OTHER LICENSED CIVIL ENGINEER AS MAY BE DESIGNATED THE DESIGN ENGINEER BY THE PROJECT OWNER, AND THE PUBLIC WORKS DEPARTMENT OF THE CITY OF PORT TOWNSEND (360- 385 -7212) INFORMED A MINIMUM OF 48 HOURS PRIOR TO UNDERGROUND UTILITY CONSTRUCTION WORK TO o ALLOW AMPLE TIME FOR INSPECTION BEFORE THE SYSTEM IS BACKF/LLED. DE ( OI A JUL ( ALL TEMPORARY SEDIMENTATION EROSION CONTROL FACILITIES MUST BE IN Dr OPERATION PRIOR TO CLEARING. THEY MUST BE SATISFACTORILY MAINTAINED UNTIL THE POTENTIAL FOR ONS/TE EROSION HAS ..- - S BEEN ELIMINATED BY SUCCESSFUL REVEGETATION. r THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL APPLICABLETOPOFBANKPERM /TS PR /OR TO CONSTRUCTION. I , THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF THE AS- CONSTRUCTED IMPROVEMENTS. ACTUAL LOCATIONS OF EXISTING UTILITIES SHALL DRIVEWAY ALSO BE RECORDED. THE CONTRACTOR SHALL DELIVER THESE RECORD DRAWINGS TO 4- jnt4 THE DESIGN ENGINEER AT THE COMPLETION OF WORK. THE DESIGN ENGINEER Eµo SE 59th Street SHALL REVIEW THE RECORD DRAWINGS, MAKE ADJUSTMENTS TO PLANS AND SUBMIT 2 SETS AND ONE DISK OF AUTOCAD FOP.MAT DRAWINGS TO THE PORT TOWNSEND PUBLIC WORKS DEPARTMENT. THE PLANS SHALL BE SIGNED, STAMPED AND CERTIFIED BY THE DESIGN ENGINEERT , ,SOvT If T6 AS BEING SUBSTANTIALLY IN CONFORMANCE WITH THE S• I I t Al DVS D ORIGINAL DESIGN, EXCEPT FOR APPROVED CHANGES, TO THE BEST OF HIS I I I (, VT Z. KNOWLEDGE AND BELIEF. P P P. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE INLOTISg DEPTH THAT ' DOES NOT MEET THE OPEN PIT REQUIREMENT OF WSDOT STANDARD 7'6 AAA SPECIFICATIONS, SECTION 2- 099.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AN D NEITHER THE CITY OF PORT >TOWNSEND ITS EMPLOYEES AND AGENTS, NOR THE DESIGN 50 25 0 50 -'. 4 ENGINEER. ASSUMES THE RESPONSIBILITY. ALL TRENCH SAFETY SYSTEM HAi1SSHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTHSCALEINFEETACT, CHAPTER 49.18 RCW. CONTOUR INTERVALS = 2 FEET .., !' I ,' rr p . (% ile )P% % AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS D O ? -+, N PROGRESS. . a 1 r - ... j Al srpz e ,E I 1' ALL CATCH BASINS SHALL BE WSDOT TYPE 1 CATCH BAS /NS UNLESS OTHERWISEt It I . NOTED....,.,:.. V!9rvr yhJ5 a1 r INSPECTION OF THE CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED BY THET,ye " OT 2 -I 20' PUBLIC WORKS DEPARTMENT OF THE CITY OF PORT TOWNSEND OR BY SUCH OTHER 0 -- rr G ' I I ( t' ENTITY AS MAY BE DESIGNATED BY THE CITY ENGINEER AT THE PRECONSTRUCTION I l CONFERENCE. I + + 1 THE OWNER SHALL ARRANGE AND PAY FOR COMPACTION TESTING (INCLUDING PROCTOR TESTING) OF TRENCH BACKFILL AND ROADWAY FILL BY AN INDEPENDENT TESTING V`. Iv O SS oo - - - - LABORATORY. TESTING SHALL BE PERFORMED ON A RANDOM BASIS ON A FREQUENCY C A7 _ SS TO BE COORDINATED WITH THE PORT TOWNSEND PUBLIC WORKS DEPARTMENT AT THE F(L T N PRECONSTRUCTION CONFERENCE OR AT SOME OTHER TIME PRIOR TO THE START OF CONSTRUCTION. k - W 58th S ree Olaf r Q r C r o WCS7" Vol LOT 71 ; i Lkj I 44 APPROVAL I INDEX TO SHEETS t SHEET 1 -COVER SHEETH°uosa + I ?i'I ' SHEET 2 -PLAN &PROF /LE 58th STREETS8900135IE .' i i ! SHEET 3 - PLAN & PROFILE DRIVEWAY /DRAINAGE99.90' ,:' SHEET 4 - STANDARD STREET SECTION SHEET 5 - EROSION CONTROL SYSTEM a SHEET 6 - DRAINAGE DETAILS LEGEND I i i i PROJECT A/0T/9T/0/V_5 5 WNa 6Zot)[ CONSTRUCTION PLANS FOR THOMS SHORT PLAT ROAD IMPROVEMENTS AND DRAINAGE IN THE CITY OF PORT TO WNSEND GENERAL CONSTRUCTION NOTES UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANDPREPAREDFOR: .ROBERT THOMS MUNICIPAL CONSTRUCTION PUBLISHED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND CITY OF PORT TOWNSEND STANDARDS. L OCA TED IN SECTION 34, TOWNSHIP 31 NORTH, RANGE I WEST, W.M., JEFFERSON COUNTY, WASHINGTON. THE CONTRACTOR SHALL- KEEP THE DESIGN ENGINEER, CLARK LAND OFFICE (360 - 681- 2161), OR SUCH OTHER LICENSED CIVIL ENGINEER AS MAY BE DESIGNATED THE DESIGN ENGINEER BY THE PROJECT OWNER, AND THE PUBLIC WORKS DEPARTMENT OF THE CITY OF PORT TOWNSEND (360- 385 -7212) INFORMED A MINIMUM OF 48 HOURS PRIOR TO UNDERGROUND UTILITY CONSTRUCTION WORK TO o ALLOW AMPLE TIME FOR INSPECTION BEFORE THE SYSTEM IS BACKF/LLED. DE ( OI A JUL ( ALL TEMPORARY SEDIMENTATION EROSION CONTROL FACILITIES MUST BE IN Dr OPERATION PRIOR TO CLEARING. THEY MUST BE SATISFACTORILY MAINTAINED UNTIL THE POTENTIAL FOR ONS/TE EROSION HAS ..- - S BEEN ELIMINATED BY SUCCESSFUL REVEGETATION. r THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL APPLICABLETOPOFBANKPERM /TS PR /OR TO CONSTRUCTION. I , THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF THE AS- CONSTRUCTED IMPROVEMENTS. ACTUAL LOCATIONS OF EXISTING UTILITIES SHALL DRIVEWAY ALSO BE RECORDED. THE CONTRACTOR SHALL DELIVER THESE RECORD DRAWINGS TO 4- jnt4 THE DESIGN ENGINEER AT THE COMPLETION OF WORK. THE DESIGN ENGINEER EµoSE 59th Street SHALL REVIEW THE RECORD DRAWINGS, MAKE ADJUSTMENTS TO PLANS AND SUBMIT 2 SETS AND ONE DISK OF AUTOCAD FOP.MAT DRAWINGS TO THE PORT TOWNSEND PUBLIC WORKS DEPARTMENT. THE PLANS SHALL BE SIGNED, STAMPED AND CERTIFIED BY THE DESIGN ENGINEERT , ,SOvT If T6 AS BEING SUBSTANTIALLY IN CONFORMANCE WITH THE S• I I t Al DVS D ORIGINAL DESIGN, EXCEPT FOR APPROVED CHANGES, TO THE BEST OF HIS I I I (, VT Z. KNOWLEDGE AND BELIEF. P P P. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE INLOTISg DEPTH THAT ' DOES NOT MEET THE OPEN PIT REQUIREMENT OF WSDOT STANDARD 7'6 AAA SPECIFICATIONS, SECTION 2- 099.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND NEITHER THE CITY OF PORT >TOWNSEND ITS EMPLOYEES AND AGENTS, NOR THE DESIGN 50 25 0 50 -'. 4 ENGINEER. ASSUMES THE RESPONSIBILITY. ALL TRENCH SAFETY SYSTEM HAi1SSHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTHSCALEINFEETACT, CHAPTER 49.18 RCW. CONTOUR INTERVALS = 2 FEET .., !' I ,' rr p . (% ile )P% % AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS D O ? -+, N PROGRESS. . a 1 r - ... j Al srpz e ,E I 1' ALL CATCH BASINS SHALL BE WSDOT TYPE 1 CATCH BAS /NS UNLESS OTHERWISEt It I . NOTED....,.,:.. V!9rvr yhJ5 a1 r INSPECTION OF THE CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED BY THET,ye " OT 2 -I 20' PUBLIC WORKS DEPARTMENT OF THE CITY OF PORT TOWNSEND OR BY SUCH OTHER 0 -- rr G ' I I ( t' ENTITY AS MAY BE DESIGNATED BY THE CITY ENGINEER AT THE PRECONSTRUCTION I l CONFERENCE. I + + 1 THE OWNER SHALL ARRANGE AND PAY FOR COMPACTION TESTING (INCLUDING PROCTOR TESTING) OF TRENCH BACKFILL AND ROADWAY FILL BY AN INDEPENDENT TESTING V`. Iv O SS oo - - - - LABORATORY. TESTING SHALL BE PERFORMED ON A RANDOM BASIS ON A FREQUENCY C A7 _ SS TO BE COORDINATED WITH THE PORT TOWNSEND PUBLIC WORKS DEPARTMENT AT THE F(L T N PRECONSTRUCTION CONFERENCE OR AT SOME OTHER TIME PRIOR TO THE START OF CONSTRUCTION. k - W 58th S ree Olaf r Q r C r o WCS7" Vol LOT 71 ; i Lkj I 44 APPROVAL I INDEX TO SHEETS t SHEET 1 -COVER SHEETH°uosa + I ?i'I ' SHEET 2 -PLAN &PROF /LE 58th STREETS8900135IE .' i i ! SHEET 3 - PLAN & PROFILE DRIVEWAY /DRAINAGE99.90' ,:' SHEET 4 - STANDARD STREET SECTION SHEET 5 - EROSION CONTROL SYSTEM a SHEET 6 - DRAINAGE DETAILS LEGEND co DENOTES PROPOSED 12" CULVERT PIPE. V 23747 w DENOTES EXISTING DRIVEWAY FOR n n INGRESS AND EGRESS. oxAL E J9 - VI UNITY MAP c I" T /Ylf DENOTES PORTION OF 58th STREET EXPIRES 8 -25 -97 F O r1j F iVR S s NT TO BE RECONSTRUCT + ,-`S , NOT TO .SCALE L _ j c-a S1wo Z-C' c IL ^ ] DENOTES PROPOSE 25 WIDE UTILITIES EASE NT + SHEET REVISIONS DETAIL NUMBER DETAIL REFERENCES _ 607 - A Tyler Street a Port Townsend, .Washington 98368 ...... . CALL 48 HOURS BEFORE YOU DIG CONSTRUCTION PLANS FOR: z'_ THOMS SHORT PLAT Telephone 360 379 8151 ... csimilie 360 379 0131DATEDESCRIPTION ::...::. 4 BALLOON REFERENCES TO DETAILS INCLUDE TWO 013134_ B —Cl 1 NUM adrono®ol m us.net P.O. Box 2199NUMBERS. THE BOTTOM NUMBER IS THE NUMBER , ` y p 2 PREPARED FOR: OF THE PAGE WHERE THE DETAIL MAY BE FOUND. 1 —800- 424 -555 NGINEERING ;;::.... .' 935 N 5th Ave. MA. R O NA Sequim, WA 98382LandusePlo ,Pro ogement LAND SURVEYINGTHETOPNUMBERISTHENUMBEROFTHATDETAIL. P I I Site Malysis. ,ng and DesignROBERTTHOMSPAGENUMBERFORUNDERGROUNDUTILITYLOCATESERVICEPublicParticipation. Urban Design DEVELOPMENT CONSULTING ` ::::::::::..::.:. (350) 681-2161 Permit and Application Preparation ............... ........ Environmental Review and Reports X DENOTES EXISTING FENCE W DENOTES EXISTING 6" WATER LINE 5 7th SS DENOTES EXISTING 8" SANITARY SEWER LINE 24 HR. POINT OF CONTACT M HStreetFOR t-- DENOTES PROPOSED SANITARY SEWER STUB STORMWATER /EROSION CONTROLL IS MR. ROBERT THOMS, oFwASN,yq X09 DENOTES PROPOSED DRAINAGE GRASSY SWALE PHONE: (21 - 698 -2141 U DENOTES PROPOSED DRAINAGE DITCH co DENOTES PROPOSED 12" CULVERT PIPE. V 23747 w DENOTES EXISTING DRIVEWAY FOR n n INGRESS AND EGRESS. oxAL E J9 - VI UNITY MAP c I" T /Ylf DENOTES PORTION OF 58th STREET EXPIRES 8 -25 -97 F O r1j F iVR S s NT TO BE RECONSTRUCT + ,-`S , NOT TO .SCALE L _ j c-a S1wo Z-C' c IL ^ ] DENOTES PROPOSE 25 WIDE UTILITIES EASE NT + SHEET REVISIONS DETAIL NUMBER DETAIL REFERENCES _ 607 - A Tyler Street a Port Townsend, .Washington 98368 ...... . CALL 48 HOURS BEFORE YOU DIG CONSTRUCTION PLANS FOR: z'_ THOMS SHORT PLAT Telephone 360 379 8151 ... csimilie 360 379 0131DATEDESCRIPTION ::...::. 4 BALLOON REFERENCES TO DETAILS INCLUDE TWO 013134_ B —Cl 1 NUM adrono®ol m us.net P.O. Box 2199NUMBERS. THE BOTTOM NUMBER IS THE NUMBER , ` y p 2 PREPARED FOR: OF THE PAGE WHERE THE DETAIL MAY BE FOUND. 1 —800- 424 -555 NGINEERING ;;::.... .' 935 N 5th Ave. MA. R O NA Sequim, WA 98382LandusePlo ,Pro ogement LAND SURVEYINGTHETOPNUMBERISTHENUMBEROFTHATDETAIL. P I I Site Malysis. ,ng and DesignROBERTTHOMSPAGENUMBERFORUNDERGROUNDUTILITYLOCATESERVICEPublicParticipation. Urban Design DEVELOPMENT CONSULTING ` ::::::::::..::.:. (350) 681-2161 Permit and Application Preparation ............... ........ Environmental Review and Reports TOP ..OF BANK 50 25 0 50 SCALE IN FEET CONTOUR INTERVALS = 2 FEET SEE 6 0 Jackman Street o L GEND c r + + + X DENOTES EXISTING FENCE M N `` I -------- - - - - -- DENOTES PROPOSED DR41NAGE GRASSY SWALE DENOTES PROPOSED 12" CULVERT PIPE. 3 \ , SEE DENOTES EXISTING DRIVEWAY FOR INGRESS AND EGRESS. l(,1 o VA 41.0 23747 Cy V O GISTERII S 30 - 6 lu EXPIRES 8 -25 -91 1 30 0 20 10 REVISIONS DETAIL NUMBER DETAIL REFERENCES CALL 48 HOURS BEFORE YOU DIG DATE DESCRIPTION 4 BALLOON REFERENCES TO DETAILS INCLUDE TWO NUMBERS. THE BOTTOM NUMBER IS THE NUMBER 1 —80- 424 --5555OFTHEPAGEWHERETHEDETAILMAYBE . FOUND. THE TOP NUMBER IS THE NUMBER OF THAT DETAIL. PAGE NUMBER FOR UNDERGROUND UTILITY LOCATE SERVICE SCALE VERTICAL: 1"= 5' Nnai7mir4i • t"= .5n CONSTRUCTION PLANS FOR THOMS SHORT PLAT PREPARED FOR: ROBERT THOMS 607 — A Tyler Street Port Townsend, Washington 98368 Telephone 360 379 8151 Facsimilie 360 379 0131 madrona®olympus.net Lond Use Planning, Project ManagementSiteMolysis, Planning and Design Public Participation, Urban Design Permit and Application Preparation Environmental Review and Reports 40 30 a I DRA INA GE DE vcre re awsr n d ri ve ` d . v ff tv C/ sfi, 9 as Iota pre V r r 1 VA G e- 0 5C fe BOTTOM AND SIDES OF GRASSY SWALE TO BE PLANTED. 40 PERCENT REDTOP BENTGRASS 30 PERCENT RED FESCUE PIPE BEDDING FOR PVC STORM SEWER WEST 3 :1(HOR :VERT) SCALE 20 PERCENT TALL FESCUE MAINS SHALL BE CLEAN SAND /GRAVEL, PROPERTY LINE 5 PERCENT PERENNIAL FREE FROM ORGANIC MATERIAL AND 5 PERCENT RUSSIAN WILDRYE PVC STORM SEWER SHALL MEETING THE FOLLOWING GRADATION: BE 200 PSI PVC PIPE WITH GASKETED JOINTS. SIEVE % PASSING PLACE POLYETHYLENE MARKING TAPE WITH SIZE (BY WEIGHT) METALLIC FOIL CORE (DETECTABLE) ALONG TOP OF PIPE BEDDING IN ACCORDANCE. - EXISTING WITH MANUFACTURER'S RECOMMENDATIONS. 3/4" 100 ROAD TAPE TO BE MARKED "SEWER," "STORM 3/8 70 - 100 -- 4'--1 3.1(HOR:VERT) SCALE SEWER" OR SIMILAR LEGEND. #4 55 - 100 _ X10 35 - 95TRENCHBACKFILLTOBEMOUNDED2" _ NOTE.... .. . . IN NON TRAFFIC AREAS TO ALLOW FOR _.._._ -.._. .__. #2© ._.. .. .___.0._._..___.._.._......- SETTLEMENT #40 10 - 55 REGRADE TO PROVIDE 3 -57 WIDTH AND SIDESLOPES OF SWALE 100 0 - 10 SLOPE TO THE EAST. ALSO APPLY TO PORTIONS OF TRENCH BACKFILL TO BE SELECT NATIVE #200 0 - 3 TO ALLOW SHEET FLOW INTO SWALE NOT LOCATED ADJACENT GRASSY SWALE. TO ROAD. MATERIAL IN NON TRAFFIC AREAS AND CLEAN PIT RUN GRAVEL IN TRAFFIC AREAS TRENCH- WALLS MAY BE SLOPED' BACK ABOVE ELEV OF PIPE BEDDING (BOTH SIDES) 2 GRASSY SWALE 6 SCHEMATIC ONLY - NO SCALE 24 MIN TO FINISH GRADE TRENCH WALLS SHALL BE VERTICAL BELOW THIS ELEVATION 6" (MIN) 3 LIFTS, EACH COMPACTED PIPE OD + TO 90% PRIOR TO PLACE- PIPE OF SUBSEQUENT LIFT MIN)' 30" SINGLE 3" (MIN COMPACTED MAX) DEPTH) LIFT. PIPE INVERT PIPE BEDDING FOR PVC STORM SEWER MAINS NOTE. PER SPECS ABOVE, PLACED AS SHOWN ALL CULVERT PIPES TO BE SCREENED Al INLET AND OUTLET. PIPE BEDDING SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D 1557 (MODIFIED PROCTOR). TRENCH BACKFILL SHALL BE COMPACTED TO 95 %. WHERE MORE THAN 30% OF BACKFILL MATERIAL IS RETAINED ON Ghd tQ. BAR SCREEN WITH #4, GR40 BARS A 3/4 SIEVE, SUCH RETAINED MATERIAL SHALL BE DISCARDED AND THE PROCTOR TEST re o, We n AT 3 ON— CENTER SECURELY WELDED PERFORMED ON THE REMAINING MATERIAL r )9DUS `fir TOGETHER. GALVANIZED AFTER FABRICATION. C,1 TOP VIEW PVC STORM SEWER BEDDING DETAIL 2 6 SCHEMATIC ONLY - NO SCALE _ 4 MAX FOR ALL PIPE SIZES) SIDE VIEW q co REVISIONS DETAIL NUMBER DETAIL REFERENCES CALL 48 HOURS BEFORE YOU DIG DATE DESCRIPTION BALLOON REFERENCES TO DETAILS INCLUDE TWO4NUMBERS. THE BOTTOM NUMBER IS THE NUMBER -424-5555OFTHEPAGEWHERETHEDETAILMAYBEFOUND. THE TOP NUMBER IS THE NUMBER OF THAT DETAIL. FOR UNDERGROUND UTILITY LOCATE SERVICEPAGENUMBER 013134 -9— DRAINAGE- 052296— COLOR01 6 BEVELED &SCREENED CULVER SCHEMATIC ONLY — NO SCALE CONSTRUCTION PLANS FOR THOMS SHORT PLAT PREPARED FOR: ROBERT THOMS vv WTA -• 607 — A Tyler Street Port Townsend, Washington 98368 Telephone 360 379 8151 Facsimilie 360 379 0131 madrona®olympus.net Land Use Planning Project Monogement Site Analysis, Planning and Design Public Participation, Urban Design Permit and Application Preparation Environmental Review and Reports