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HomeMy WebLinkAboutAlder & 30th Utility ImprovementsV K '. 1 1 g 7 7 t i M fli S-I N C t iie, e I 1 1 w e 1JU f- 113 U w zw a iw` 120 120 00 SCAL 1"=2()' HORZ 00 1" =1 VERT. VPI STA 2 +7 ELEV 101.000 N 00 a a 110110N N v E =- 0.6434 a w z w CD m f- ON Ce Li m Ua w 100 Q aW w 100 L7 0 a o m n `O VPI STA 1 95.00 1— W r I - w I N D In Iri + 0Oo0 "' ELEV 87.6 CURVE LE 0 40.0000 Nw Z Nr ''Ck Fa- W E= 0.1413 I 90 r, 7 H W HOD one o ro U)"' Q a> rn wWJ W JPO 90 a, II 'O W cu 00 H W C U L7 X z a > w I Z Q z O O fV)W. mow CD N W VPI S A 1 +45.00 a z ti°w vv I ELEV 0.130 J in¢J im CURVE LEN = 40.0000 15. 00 P4 ri > wofCDMcnPROPOSEDFNISHEDGRADEjE =0.25 0 o° w N Pa HO NpNp aw 5 S,1rt$ J OD ti NHOH SO W pJG a Z a EX a lj Prt PO 0 a °0 Ia- w w VPI ST a0 +40.00 > EXIST NG GROUND 8 5 .F' v a w ci ELEV 6 630 Nm W i A ai CURVE EN= 40.0000 ro a= M Cl AiE= 0.1500 XL-zftnw.. a a 4+00 5100 7070ti3 218 V1 U- SDR -35 S °7' W ^ 33 L.F. 8 Pv 0 11 F- w w 1!) 1, Z J >Q 6060 20 L.F. 8 D.I. WATERMA a->> Xi -° 00 z A CENTERE OVER SANITA Y SEWER MAI 1-w 25 L.F. 8' PV1 C -900 1 r=20' H Z. w 000 ao a m 50 50 AL-DER STREE--W r`TE 1 S WE Ail StOR PR FlqES40 0 +00 1 +00 MIA lcTlE APPROVED NOTICE: Plans are approved excepting any errors or omissions. All work must pass insp ction in conformance with all ap 1 cjgs and regulations. Date: j Permi By: C 0 PORT TOWNSEND DESIGN AND UTILITIES L I w 70 00 6000 5000 40.00 30,00 2000 10-00 10.00 2000 30,00 4000 5000 6000 70 00 90 C F,)l 90 1 85 0 85 1 95 S A 1 +!)5 95 80 J 80 Q LL_ 0 RLI 0 0 LJ 0 o w 80 80 O co 0 N N O O 00 00 1 75 75 1 45 45 ST - 1+ 5 70 70 65 I 65 I 17 r1f) LO d- cfl d- L6 6 1 75 75 1 00 00 S I 1+00 70 t 70 65 65 0 70 I 70 0 50 S1 = 0+ 0 50 65 J 65 Q ry zz 60 L_ L600 J J w o t~- L J I- fy- wI M T H E IS ING PAVEMENT 0 65 65 0 00 STA = 0+ 2 00 I 60 60 55 55 70-00 6000 5000 4000 3000 2000 10 00 10100 2000 3000 4000 5000 6000 7000 text, r r + op V p!° City of Port Townsend - Public Works Department Standard Detail x)LLECMR LOCAL ACCESS 3.C' 2.0' 2.0' 2.C' 10.0" vo NOTES: 1) BASE MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL 2) GRAVEL BASE TO BE COMPACTED TO 95% MAXIMUM DENSITY (C LIFTS) Dom Apt I No I Dab Rovtdon By " PSVen ad SWUM 1 Acpovelift r°, City of Port Townsend - Public Works Departmmt Standard Detail 10.0"1 13.0" R 4.0" 7i l 0.02 ft /ft 12.0" R 4. a . 6-1/29" a if If' 12.0" 24.(r ROLLED CURB AND GUI'IER - F NOTES: 1) CONCRETE SHALL BE WSDOT CLASS 3000. DMS Apr! WIT I A9Povabp 1F% T -2 n I BY IAprdl RDlhd Club Detail Detail: T -14 r R* r °. City of Port Townsend - Public Works Department Standard Detail ors + NOTES: I,].) USE em GRID OR MODIFIED GRID STREET PATTERNS WHERE DRIVEWAYS AND ON —SITE PARKING ARE PROVIDED 2) TRAFI t.: CIRCLES AND DIVERTERS ARE ENCOURAGED TO BREAKUP THE GRID. 3) ALTERNATIVE CURB OPTIONS AND DRAINAGE DESIGN MAY BE CONSIDERED DEPENDING ON SPECIFIC SITE CONDITIONS. 4) DESIGN MAY NEED TO BE MODIFIED FOR STEEP SLOPES. Dds ApA 19D7 No Do% Rovt°toe By Local Aem Sbvd Mhihn m Standard Appvwdl: 1rA a Detalk T-9 p. ! T. NOTICE a ^s err, rrn. r. cx eptiny any errors or nn !; s,ons _Ar : . %.J k rnuv pass inspectrf in onlormaac- all appliC e s r egulanons Date: Permit N BY F ' JRT ti ^vSE TBM DAM SOUTH FLANGE BOLT MARKED "X' ON FIRE HYDRANT NW CORNER OF THE INTERSECTION OF UMATILLA AND LANDES STREETS MEMO REV. 10 -30 -98 ADD 30TH STRRET DESIGN AND UTILITIES REV. 9 -18 -98 PER CITY REVIEW REV. 8 -31 -98 PER CITY REVIEW t, I I V i 70 00 60 00 5000 40 00 3000 2000 10.00 10.00 2000 30,00 4000 5000 6000 70 C 110.00 110.00 3 105.00 120.00 115.00 105.00 50 115.00 4 N N l 62.50 STA = 3 +50 r r 100.00 1 100.00 LO w w 110.00 z STA = 62.680 120.00 0 120.00 115.00 105.00 115.00 ri 105.00 3 100.00 50 00 ai 00 00 100.00' 00 0 95.00 STA = 3 +00 95.00 STA = 4 +50 LA 100.00 N N 115.00 100.00 2 95.00 S 115.0095.00 50 2+50 c c 110.0090.00 110.00 4 s- co r- 90.00 00 105.00 105.00 90.00 90.00 2 85.00 a a 85.00 00 95.00 95.00 00 6000 5000 4000 3000 2000 10100 10 00 2000 30100 40100 Sr",= 6000 2+00 80.00 80.00 Q w w z z o o o a w 90.00 90.00 1 85.00 85.00 95 80.00 80.00 75.00 75.00 70.00 60.00 5000 40.00 3000 2000 10.00 10100 2000 30100 40100 50.00 60.00 70 0 70 D3 50 Q.?V 3 00 C50 D50 4 OUP Me 2 00 1 95 7( 00 6000 5000 40,00 30,00 2000 10-00 10.00 2000 3000 40,00 5000 60 00 70,00 120.00 120.00 115.00 115.00 4 N N 62.50 r r Sri ui LO 110.00 110.00 STA = 62.68 120.00 120.00 115.00 115.00 ri 50 00 00 110.00 110.00 STA = 4 +50 115.00 115.00 c c 110.00 110.00 4 s- co r- 00 105.00 105.00 100.00 100.00 95.00 95.00 00 6000 5000 4000 3000 2000 10100 10 00 2000 30100 40100 50100 6000 70100 3 A'M20MM APPROVED NOTICE: Plans are approved exraptrng any errors or omissions. All work must pass in ion i conformance with al! app fa !e c hnd regulations. Date: ( / Permit By C OF KORT TOWNSEND REV. 10 -30 -98 ADD 30TH STREET DESIGN AND UTILITIES r_ I. Y GENERAL CONDITIONS 1. A preconstruction meeting shall be held with the city prior to construction. 2. All workmanship and materials shall be in accordance with the City of PortTownsendStandards, the current edition of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction, and any project specific special provisions or conditions and requirements. 3. Temporary erosion control measures are required and shall comply with the storm water code, Chapter 5 of these Standards and WSDOT /APWA Specification 1 -07.15 as follows: a. Erosion control plans shall be submitted to the city, approved by the city, and implemented by the contractor prior to disturbing any soil on the site. Submittal and approval of these plans shall precede and construction activity on the site. b. All permanent storage and retention /detention areas used as part cf the temporary erosion control and water pollution /flood activities and conveyance systems shall be cleaned of all silts, sand and other materials following completion of construction and the permanent facilities shall then be completed including permanent infiltration areas. 4. (Horizontal and vertical controls /datum as adopted by the city shall be used, unless approved otherwise. 5. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verify all utility locations prior to construction by calling Underground Locate at 1- 800 - 424 -5555 a minimum of 48 hours prior to any excavation work. 6. All non — ferous pipe' and services shall be installed with continuous tracer !.ape installed 12" to 18" under the final ground surface. The marker tape shall be 4" wide minimum plastic non — biodegradable, metal core or backing marked and colored coded for the utility to be marked and which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or approved equal. In addition to tracer tape, force mains and curved mains shall have a 14 gauge coated copper wire, wrapped around the pipe, brought up, coating stripped, and tied off at the valve stem or manhole ring. The tape wire shall be furnished and installed by the contractor. 7. Temporary street patching may be allowed with the approval of the City Engineer. Temporary street patching shall be as described in Chapter 6. 8. The contractor shall provide a traffic control plan(s) for review and approval by the City Engineer in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 9. The contractor shall have a copy of the approved plans and permits at this construction site at all times. 10. Special structures shall be installed per plans and manufacturers' recommendations. 11. All disturbed areas shall receive temporary and permanent erosion control in the form of vegetation establishment such as grass seeding. A means shall be established to protect the permanent storm drain system prior to establishment of the permanent erosion control measures. These methods shall be included in the erosion and sediment control plans in accordance with Chapter 5 of these standards. 12. Construction work hours shall be restricted to 7 a.m. to 6 p.m., Monday through Friday, unless otherwise approved in writing. 13. The city public works inspector shall be notified a minimum of 24 hours in advance of the need for an inspection. Every effort will be made to accommodate same —day inspections it the city in notified before 8 a.m. GENERRAL CONDITIONS — WATER 1. The city shall be given 72 hours notice prior to scheduling a shutdown on r 'iny portion of the water system. The existing valve must be pressure tested 'to city standards prior to connection. If an existing valve fails to pass the test, the contractor shall make the necessary provisions to test the new line prior to connection of the existing system or install a new valve. 2. The existing valve shall only be operated by city employees during construction. 3. During the construction of mains and services, the contractor shall cap, plug or secure the ends of such lines whenever the project is shut down at the end of the day so that contaminants will not enter the lines. 4. All lines shall be chlorinated and tested in conformance with the standard specifications. Dechlorination will be done by city forces at contractor expense. 5. All water mains shall be staked for grades and alignment. GENERAL CONDITIONS — WASTE WATER 1. All work and materials shall conform to the City of Port Townsend Standards and WSDOT /APWA Standard Specifications. 2. The city shall be given 72 hours notice prior to scheduling a diversion of flows in the ' wastewater system, 3. During the construction of mains and services, the contractor shall cap, plug, or secure the ends of such lines whenever the project is shut down at the end of the day so that contaminants will not enter the lines. 4. All lines shall be tested in conformance with the standard specifications. Prior to final acceptance of all installations, the city reserves the right to conduct an inspection of all main lines by the use of television equipment. 5. The city construction inspector shall be notified a minimum of 24 hours inadvanceofthetimethataserviceconnectiontoanexistingmainisneeJed to that the city inspection may be scheduled for the work. The inspector shall be present at the time of the tap. 6. Prior to backfilling, all sewer lines and appurtenances shall be inspected and approved by the city's inspector. Approval shall not relieve the contractor for correction of any deficiencies and /or failure as determined by subsequent testing and inspections. It shall be the contractor's responsibility to notify the city for the required inspections. 7. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verification of locations and to avoid damage to any additional utilities not shown. It conflicts with existing utilities arise during construction, the contractor shall notify the public works inspector and any changes required shall be approved by the Public Works Director prior to commencement of related construction on the project. 8. All sewer main extensions within the public right —of —way or in easements must be staked by survey for line and grade prior to starting construction. NTERSECTION OF ALDER AND UMATILLA INTERSECTION OF THE THEO. CL EXISTING CL OF UMATILLA AND ALDER STREETS 15' TYP. 15 TYPP. N f 0$ — 1 — — co ' 6$ • 6$ ; c9 2. - ro$ • I R= 15' R= 15' ro ROLLED CONCRETE I I ROLLED CONCRETE OU,R D— GUTTER CURB-AND r .GUTTER g g (-SEE DETAIL T -14) I$ SCALE: 1" =1 (SEE DETAILS T -2) T -9) j 1, I t FILTER FABRIC 12" PERF. PIPE 6„ I WASHED DRAIN ROCK INFILTIRATIIOO N Tl_RENC,H DEaTrAI A a 9 P i. 1QtOOO NOT /CE P lan.F 3r it any errors or c v stun: pass in.^.peCr" all appl c Date: Permit N By: li OF ORT ur.i`JJE;aCJ I REV. 10 -30 -98 ADD 30TH STREET DESIGN AND UTILITIES REV. 8 -31 -98 PER CITY REVIEW 0 0 In r I a M M nr City of Port Townsend - PublicWorks Depatmmt Standard Detail CUSTOMER RESPONSIBILITY CAST ICON V VE 1730- JUMBO METER BOXBOX, XMA x WA OR EQUIVALENT 7 IRON BODY CATE VAL MUELLER A -2360- 1 1 2GETE VALVE. Cam, - 30C OR EQUIVALENT STREET ELS. --- CORP STOP INLET IRON PIPE THREAD OUTLET FOR STREET EL CONNECTION. EQUAL TO MUEU.ER jW969. OR EQUIVALENT O SERVICE SADDLE WITH SST BAND TAP SIZE AS REQUIRED ROMAC MODEL /20023. OR EQUIVALENT PROPERTY LINE FEMALE x METER ANGLE STOP MUELLER 9- 24276, OR EQUIVALENT GrMIN 2'MAX OR i I BED WITH PEA GRAVEL OR WASHED ROCK TO PROVIDE POSITIVE DRAIN OUT OF BOX 1 f 6 STUB OUT CHECK VALVE GR 3300 NOTE: 1. * IDICATES TO BE INSTALLED BY CITY. Dr• Ad Uff N. I DWOI M•Me- or Wdwserrtoe Colmetlm I8ko I L/7aed7smtbe AW-d3 Ier tilrsM/Mr+0 Detail W -IB I o. TORT 7•, City of Port Townsend - Public Works Department Standard Detail CAS VALVE L DX MRKED WATER ITH — 2" IRON BODY GATE VALVE. MUELLER A- 2360 -08, OR 1 1/2 GRINNEL BRASS HAND GATE VALVE, G -3000, OR EQUIVALENT STREET ELS. CORP STOP INLET IRON PIPE THREAD OUTLET FOR STREET EL CONNECTION, EQUAL TO MUELLER #H9969, OR EQUIVALENT O O SERVICE SADDLE WITH SST BAND TAP SIZE AS REQUIRED ROMAC MODEL II2002S, OR EQUIVALENT Date April 1997 Approved By: rile: EAeDjLstdLstwdard\water STANOARO CONCR£7E'M£7ER BOX J• SAC( OF CURB 1 L VANVED CAP \ 1' CAL VAN12rD IRON P /P£ ro nr. - 12" "IN. 2- 90' ELBOW J 111 GY• CPA tEZ BACK. FC14 / ORA /N, COWR GRAI•EZ KIIN IS/ m r ROOFING MA 7ERIAL. u 2" Blowoff Assembly Detail: W -7B N" City of Pon; Townsend - Public Works Depertmmt r •L Standard Detaff or MIN 2' MAX 3/4 FEMALE X METER 3/4 BRASS STREET ELBOW PROPERTY 1" COPPER, NYLON BALL LINE 3/4' I , VALVE, MUELLER H14265, I OR EQUIVALENT BRASS NIPPLE - - — METER BOX 1' TYPE K COPPER 1f BRASS NIPPLE CLOSE BRASS . • . • . • . . NIPPLE 1 31,C BRASS -' 3/, BULLNOSE TEE 3/4 BRASS SEE WATER SERVICE STREET ELBOW I CONNECTION - SINGLE 3/4 FEMALE X METER BACK OF WALK SET METER AND BOX TO FINISH GRADE) Oft New ".I Ddel w Wderow. Oxnectmn DDabie No Ie! Detal Wi 22 117 BEND GATE VALVE C::M 11 1/4' BEND NOTES: THRUST BLOCK — TABLE N" .•• City of Port Townsend - Public Works Department UNDISTURBED SOIL SQUARE FEET Standard Detail PIPE SIZE O FT* G© rp FTa 0 FT: 0 FT: 0 FT: BLIND O A FLANGE' 3 1 1 1 1 PLUG 1 6' 4 4 2 1 1 NONE Ir BUND 6 4 2 1 4 10' 11 10 6 3 2 el -ANGE 12' 16 14 9 5 3 9 14" 22 1 19 12 6 3 12 16" 29 1 25 16 8 90' BEND TEE TEE 36 1 31 20 BLIND FLANGE 5 20 20' 45 OR SMALLER SIZE PIPE O' K 24 45 BEND 6 24 2f 54 1 47 Inl. 8 n 24" 22 117 BEND GATE VALVE C::M 11 1/4' BEND NOTES: THRUST BLOCK — TABLE MIN. BEARING AR:A AGAINST UNDISTURBED SOIL SQUARE FEET Stanilad Detail PIPE SIZE O FT* G© rp FTa 0 FT: 0 FT: 0 FT: 4' 3 1 1 1 1 NONE 6' 4 4 2 1 1 NONE Ir 7 6 4 2 1 4 10' 11 10 6 3 2 6 12' 16 14 9 5 3 9 14" 22 1 19 12 6 3 12 16" 29 1 25 16 8 4 16 18' 36 1 31 20 10 5 20 20' 45 1 39 24 13 6 24 2f 54 1 47 29 15 8 29 24" 64 50 35 18 9 35 28' 87 76 48 24 12 48 30'' 101 87 55 28 14 55 3G' 175 115T78 40 20 78 4Y 197 1711-107 55 27 107 48' 257 223 140 71 36 140 l...0 CROSS 1. BEARING AREA OF CONCRETE THRUST - BLOCK BASED ON 200 PSI PRESSURE AND SAFE SOIL - BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING (CLASS 3000 SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. MINIMUM ROD DIAMETER SHALL BE 31,' ASTM A -307 WITH 36KSI YIELD STRENGTH. Drr A011W N.. I Dan ar.w. or IAPW EhrbmW7W=t Bbcb Nwrel. ter W"ejeM.rrfamw Data& W'8 N * City of Port Townsend - Public Works Department r • Standard Detail dam LIVE TAP FLANGED CUT —IN —TEE COUPLING ADAPTER BOTH ENDS) 2. TYP. CONCRETE - BLOCK THRUST _ z 2' TYP. CATE VALVE- IL x MJ TYP. TEE FL x FL x TAPPING VALVE FL x MJ ROMAC STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SHOWN BELOW-RIGHT. CONTROLLED DENSITY BACKFILL POURED WIDTH OF TRENCH, TWO FEET PAST VALVE FLANGE UNDISTURBED DSTARTING1' ABOVE THE PIPE CATE VALVE FL x MJ 1' ABOVE PIPE zzzzz - - TEEN APPROVED PEA GRAVEL OR :.. SAND BEDDING MATERIAL COMPACTED SOLID BRICK SUPPORT CONCRETE THRUST BLOC NOTE: 1. 11 MIL PLASM OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUNb PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACLFILL ARE POURED. 2. CONTROLLED DENSITY 1ACKFILL IS A PLANT MIX CONSISTING OF: 3100 / SAND, 450/ WATER, AND ONE SACK (94/) OW CEMENT. 3. MJ CUT IN TEES SHALL NOT BE PERMITTED. 4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. S. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND. 6. FOR ROAD REPAIR SEE STREET STANDARDS. Dt AIM1W N. I D0kj J±W oxnewon10 1£eeaDl MMD P& Detal W-3 City of Port Townsend - Public Works Department 1"I" ,•• City of Port Townsend - Public Works Depa bra t Standard Detail f1 Stanilad Detail i MUELLER CENTURY 4' NST STEAMER PORT GUARD POSTS SHALL BE 6' LONG, WIN DIAMETER FIRE HYDRANT C STORTZ ADAPTER TWO 2 1/f STRAP PIPE TO VALVE MAX C, NST PORTS • PRECAST CONCRETE OR 6• LANG, Ir DIAM SCH 40, MIN 3' MARKER POSE 18 MIN, 21' MAX 6 -I.5' PW ELBOWCONCRETEFalEDCLASS52STEELPIPE. PAINTED PYC W)V 70 1-7T NOTES: f GALVANIZED IRON PIPE, FIELD LOCATE VALVE -BOX 7 CU. FT. MIN WASHED WITH TWO COATS OF 'RUST- O -LEUM7 NO. 2766, HI 1 -1GRAVELPASSING r AIR AND VACUUM VALVE f ASSEMBLY AND RETAINED ON 1/4' CUT OPENING AS REQUIRED MESH FOR DRAIN 47' AWWA APPROVED 6'xIrx6' MEGA -LUG L CAST IRON TEE CONCRETE BLOCKING TO ' f' . FL x MJ) BE PLACED AGAINST UNDISTURBED SOIL (TYP) n << 8nY errors or I r fissions. Al! work mustpassinspectiinM? fia#a OMW AW LU" L cnsa.7 rceav; = —. At4ktV 4VIXM AWMW PtUX NOW ASA MMK TO BE PLACED ' ' ^' CONCRETE BLOCKINGAGAINSTUNDISTURBED SOIL (TYP) i' GATE VALVE Date: FL X MJ) 16' X 3' X 4" MIN CONCRETE BLOCK T END ti' DUCTILE IRON MJ WITH RESTRAINT PIPE CLASS 52 CEMENT LINED 314' ALL THREAD ROD OR C -900 PVC Drr Neaar N.1 DOMI 1 b L±W DESIGN AND UTILITIES FIMEl dtaoR A Awmdln Detail: W -10nrrDa.Mlrrrelr. qty of Port Townsend - Public Works Department s Standard Detail s PAVED SURFACE 1V ii _ P1 FV VALVE OPERATING NUT EXTENSION SEE NOTE 1 CAST IRON VALVE BOX 318' SET SCREW VALVE BOX EXTENSION VALVE BOX AND EXTENSION NOTES: 1 VALVE OPERATING NUT EXTENSIONS ARE REWIRED WHEN THE VALVE NUT IS MORE THAN TWO (2) FEET BELAW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION WILL BE ALLOWED PER VALVE. Dr. Never N. Dw awra. Val " B= andEden iDa Are..Aso I& werar.h10MWW Deta4 W-4 City of Port Townsend - Public Wales Department Standard DeW L is1 "+>, • • GUARD POST CONC HYDRANT PAD r--- SEE NOTE 2 FFLLANGGEAI GUARD POST SEE NOTE 1 ELEVATION F'L.AN FIRE HYDRANT GUARD POST SEE NOTES 1 AND 2) NOTES: Al NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED. PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. Oft Nemr N. I Dora 10"Um M CDmbtortlbnALrildowd Air Varna Valve An=* 4""d»" Ia. wwDw.r+w. Data4 W-6 City of Port Townsend - Public Works Department Standard Detail I f.A 4' IVARI 5' To 7' X4 36' PAWMV MARKER IAga 'SS. S7L6' AVIC4 7E "?N m s9nir 70 A'EAREST fwr,, av mat yI 12 G V6E G4LY. W 1"I" ,•• City of Port Townsend - Public Works Depa bra t ATTAa1W 70 PIPE AAV f1 Stanilad Detail i ap GUARD POSTS SHALL BE 6' LONG, WIN DIAMETER Tn STRAP PIPE TO VALVE ur PRECAST CONCRETE OR 6• LANG, Ir DIAM SCH 40, MARKER POSE f OPEN PATTERN. RETURN BEND 6 -I.5' PW ELBOWCONCRETEFalEDCLASS52STEELPIPE. PAINTED PYC W)V 70 1-7T NOTES: f GALVANIZED IRON PIPE, FIELD LOCATE OVA WTY SEMI? MAW ROTATE 7hE 45' EZAOI' 10 ApiIELE f BEEHIVE STRAINER WITH TWO COATS OF 'RUST- O -LEUM7 NO. 2766, HI f CLOSE NIPPLE AIR AND VACUUM VALVE f ASSEMBLY CUT OPENING AS REQUIRED GLOSS YELLOW PAINT. 47' AWWA APPROVED JI SOTI.I6S 70 SMaE RESIDIDVCE AFTER INSTALLATION, AMY BE REDUCM 10 4' BEYaW FLUG f UNK014 2 TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF GROUT AROUND PIPE 8nY errors or I r fissions. Al! work mustpassinspectiinM? fia#a OMW AW LU" L cnsa.7 rceav; = —. At4ktV 4VIXM AWMW PtUX NOW ASA MMK rionformance with ttll appii ble FIRE HYDRANT OR 30' IF NOT ON LEVEL GROUND. fXfXfTEE Date: 3 VALVE MARKER POST SHALL BE 47' PORTABLE TRAFFIC By. T END DELINEATOR POST W/TWO REFLECTOR STRIPS. THEY sewer 1nre,ea Service b EWWAWOR&Ormum Desk SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24' REV. 10 -30 -98 ADD 30TH STREET DESIGN AND UTILITIES REV. 8 -31 -98 PER CITY REVIEW DEEP. TO LEAVE fib' EXPOSED AS A MARKER POST THE LETTER 'V' AND THE DISTANCE TO THE VALVE VALVE MARKER POST SHALL BE STENCILED ON THE POST WITH r HIGH NUMERALS, WITH BLACK ENAMEL PAINT. SEE NOTES 3, 4 AND 5) 4 VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS. BEND AND TEE VALVE MARKER POSTS SHALL BE SET IN A SAFE AND REASONABLY CONSPICUOUS LOCATION. 5 VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARY HYDRANT VALVES. Dr• Ne W N. os. a.Arw h Floe Hy&W Oard Pat andVdre It W&W PWt Nr e4 f GALVANIZED IRON 18• LANG Detail: W -11terWdW0AMftft*r NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED. PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. Oft Nemr N. I Dora 10"Um M CDmbtortlbnALrildowd Air Varna Valve An=* 4""d»" Ia. wwDw.r+w. Data4 W-6 City of Port Townsend - Public Works Department Standard Detail I f.A 4' IVARI 5' To 7' X4 36' PAWMV MARKER IAga 'SS. S7L6' AVIC4 7E "?N m s9nir 70 A'EAREST fwr,, av mat yI 12 G V6E G4LY. W 1"I" ,•• City ofPort Townsend - Public Works Depabra t ATTAa1W 70 PIPE AAV Stanilad Detail i ap Tn STRAP PIPE TO VALVE 6' PM MARKER POSE f OPEN PATTERN. RETURN BEND 6 -I.5' PW ELBOW PYC W)V 70 1-7T NOTES: f GALVANIZED IRON PIPE, FIELD LOCATE OVA WTY SEMI? MAW ROTATE 7hE 45' EZAOI' 10 ApiIELE f BEEHIVE STRAINER V E PRWM ANTE 70 REAOV V E f CLOSE NIPPLE AIR AND VACUUM VALVE f ASSEMBLY CUT OPENING AS REQUIRED SHORT NIPPLE AWWA APPROVED JI SOTI.I6S 70 SMaE RESIDIDVCE AFTER INSTALLATION, AMY BE REDUCM 10 4' BEYaW FLUG f UNK014 NOTICE: Plan: re approved excepting GROUT AROUND PIPE 8nY errors or I r fissions. Al! work mustpassinspectiinM? fia#a OMW AW LU" L cnsa.7 rceav; = —. At4ktV 4VIXM AWMW PtUX NOW ASA MMK rionformance with ttll appii ble fXfXfTEE Date: Permit No. By. T END ILf AedlMr Nor oar. a..l.arr M sewer 1nre,ea Service b EWWAWOR&Ormum Desk f 90 BEND WITH REV. 10 -30 -98 ADD 30TH STREET DESIGN AND UTILITIES REV. 8 -31 -98 PER CITY REVIEW 2' IRON BODY CATE VALVE CLOSE NIPPLE BETWEEN 1'0BENDANDTEE f GALVANIZED IRON PIPE TO FIT Z GALVANIZED IRON PIPE TO FIT f GALVANIZED IRON 18• LANG f CLOSE NIPPLE PIPE zS KS • CORPORATION STOP 90 BEND, r CAP WITH I.P. THREAD TO COPPER. DRIU1f ggppgENW T CC z. IPPlE DOUBLE STRAP SERVICE CLAMP MINIMUM 1/3 CUBIC YARD OF SEI% N BENDS WITH f IPS TAP TO FIT, GRAVEL. PASSING EQUAL TO MUELLER CO. IWASHED 1 -1 /f AND RETAINED ON j 11 MESH FOR DRAIN NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED. PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. Oft Nemr N. I Dora 10"Um M CDmbtortlbnALrildowd AirVarna ValveAn=* 4""d»" Ia. wwDw.r+w. Data4 W-6 City of Port Townsend - Public Works Department Standard Detail I f.A 4' IVARI 5' To 7' X4 36' PAWMV MARKER IAga 'SS. S7L6' AVIC4 7E "?N m s9nir 70 A'EAREST fwr,, av mat yI 12 G V6E G4LY. W ATTAa1W 70 PIPE AAV c STAKE z i z Tn zoax AVAIL SLOPE 6' PM PLUG DV (np..) 6 -I.5' PW ELBOW PYC W)V 70 1-7T NOTES: OVA WTY SEMI? MAW ROTATE 7hE 45' EZAOI' 10 ApiIELE V E PRWM ANTE 70 REAOV V E PRO'WTYLAVE MIN 3' OF COH9R; 77k- ARWA41 AU01 ABLE StOr IS Z9 2 3' Ar6l0mEw 77 AA+C91m LOT LAVE JI SOTI.I6S 70 SMaE RESIDIDVCE AMYBE REDUCM 10 4' BEYaW FLUG AMROVEDNOTICE: Plan: re approved excepting ALL aoW AW WMIME ma6N AlMWCE rnrr aiesA/rsrAreMo a9lvlr sears 8nY errors or I r fissions. Al! work mustpassinspectiinM? fia#a OMW AW LU" L cnsa.7 rceav; = —. At4ktV 4VIXM AWMW PtUX NOW ASA MMK rionformance with ttll appii ble a regulations. Date: Permit No. By. T END ILf AedlMr Nor oar. a..l.arr M sewer 1nre,ea Service b EWWAWOR&Ormum Desk S9"1A REV. 10 -30 -98 ADD 30TH STREET DESIGN AND UTILITIES REV. 8 -31 -98 PER CITY REVIEW s AMM soot Gar — ?o- q8 e r r I I t r t i t ' K 1 I.- City of Port Tovv=W - Public Works Deparhnent Standard Detail S TRENCH SECTION ASP T PVMT. BACKnLL CONFORMING TO SEC 9 -03.10 COMPACTED IN 6' MAX LIFTS OR C.D.F. WHERE REQUIRED PAVEMENT RESTORATION PER CHAPTER 6 PROVIDE MIN C TOPSOIL TYPE "B' do HYDROSEED IN NON- PAVEMENT AREAS LOCATING TAPE 12 GAUGE, SOLID CORE. INSULATED, COPPER LOCATING WIRE, FOR PVC PIPE 95X PIPE W MAX W =1.5 x PIPE DIA + 18' FOR 66"„ W =37" 0 1 YW =31 PEA GRAVEL SHALL BE FREE FROM ORGANIC MATTER MEET: U.S. STD, SENE SIZE jpASSIN 3/4" 100 316" 95 -100 16 0 -10 200 0 -3 rAW--d2P Mauw "• o0t' R•'~°• or 'trench SOMM and ;Pave etReetc ration De S5-2A Our t ti City of Fort Towrne id - Public Works Department Standard Detail a•• M v..a` a0 VANED GRATE PER STD SW -7A SOLID COVER PER STD SW -7B TX4"Xa" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX 6" OR It CONCRETE RISER SECTION CLASS 4000 CONC PS ! W /MAX OF ONE 20O KNOCKOUT RECAST CONC BASE SECTION PER SIDE, ENTRANCE ANGLE TO BE LIMITED BY KNOCKOUTS CLASS 4000 CONC ',• PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20% NOTES: • 1. ALL JOINTS WILL BE MOTARED IN AND OUT. 2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAM 91 -1 Dar Apttw I a.I o.rl "•."'°^ I or w ws+IAr.r.e+s 6"OR1r a swnnwdw Catch Beft 7' Cie 1 SWz9 r•. «•* •... City of Part Townsend - Public Works Department Standard Detad h 7•f.A MAINTENANCE HOLE COVER 31C PLASTER SMOOTH INSIDE a OUT or 2 MIN. GROUTED OR PREECASTLLCWtC. RINGS. PRECAST RINGS MUST BE CAST wtTN GROOVE To REM INSTALL SAFETY STEP. - 17', 2,C,36', 46" 1ST STEP- MAX. BELOW COVER. BASE SECTION 48 - -6d' COIINWITHIONP.. MPI E- QuiRES CAST CHANNEL WITH pS HPVC X CONC. ADAPTER). CONCRETE CHANNEL 3 4 UP PIPE, SLOPE 2% MIN. CAST IN PLACE CHANNEL & SHELF SLAPE SHELF 2(tFACE TO CHANNELATAPPROX. 1 PER FOOT. • .' ie Wu_ MYPACTED FOUNDATION GRAVEL NEW SEWER CUT OUT E)L PIPE, MAKE PVC x CONC. MAINTENANCE SMOOTH INVERT & CHANNEL HOLE ADAPTER AFTER NEW LINE IS NON SHRINK GROUTACCEPTED. EX. SEWER t ; ° - : t CAST -IN -PLACE SHELF AND CHANNELa' MIN. v . v . v . v • v 8' COMPACTED Fill MAINMANGE HOLE BASE - NEW MAINTENANCE HOLE ON EXISTING SEWER t rcRU NOTES (APPLY TO ALL MAINTENANCE HOLES) 1. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM SPECS FOR CORRESPONDING SEWER PIPE. 2, POLYPROPYLENE SAFETY STEPS WITH 120 SEPARATION BETWEEN RUNGS. 3. STEPS IN PRECAST BASE SECTION MAY BE CAST M PLACE OR MOVABLE SAFETY LADDER GROUTED IN PLACE 4. SECTION FOR PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING OF THE 5 ALL RUBBER RMINO TO IIjy WE HOLES SHALL BE FURNISHED WITH RUBBER GASKET 6. MAINTENANCE HOLES OVER 10, HIGH SHALL BE FURNISHED WITH 9' MIN. WALL 7. MINIMUM 3X SLOPE ACROSS MAINTENANCE HOLE CHHNNEL L MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING ore Aid Nw at oar a..rr• M 8.&'d1Mwft.00e Hole/!' MstotHole an ctetmd Sower AWW"IMP rrt at..ranr.r.n,t,.. Detail: S" City of Port Townsend - Public Works Department Standard Detail DIR CTION OF FLOW 2 Awl 4B t 2 A 1 -5 /g' TOP VIEW SECTION A —A NOTE: r2 -1 /t_T 2 -VO I 2-3/1f :-s /t T i_ 2-314. 1 2 -3/f 12 -3 /f 2-31f f Q1 MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536. GRADE 50- 55 -06. WITH BITUMINOUS COATING. Q2 WHEN LOCKING GRATE REQUIRED 2-'T t - SECTION 13-13 1 HOLES WILL BE PROVIDED IN CASTING TO ALLOW FOR TWO 1 511r DIA STAINLESS STEEL, 3 -1 /7'R SOCKET HEAD CAP SCREWS. NO 117' MIN. PART OF SCREW WILL PROTRUDE TYP.) ABOVE GRATE. D-DUMP NO WASTEDRAINS TO SOUND' SHALL BE STENCILED 30• 31,C MAX. ON GRATE j C 5/16'R PARTING LINE J_r_ Eve VANE DETAIL SECTION C —C tY3AQT. SID rtAN Fla or. A0 my x. Dar tb.M,a M Grate Detail For Catch Bach of Intel AnMdBP INN jam¢ SW-7A Nor • City of Port Towmend - Public Works Department Standard Detail 150' MAX CAST /RUV RING AND C10VER 70 MANNLCE PER WSDOT STANDARD. PLAN B -16b. COVER MARKED SEWER. RE,1/OVABLE SCREW--CIN CAP f7,V /SHED GRADE CCWCREFIE E)VCA.5£MEN7' 6- PVC R/SFJ7 6" ,k' BENDS 6" PVC SANITARY 5rmw PIPE 1X M /N. NOT 7n SCALE cac rrtr roar Ar nnv ew orr Art wAr NO A"xturs m Ai N, C)mtAL! am aowff =1040 SW=494a naav ro r OW awnae+e rur Anna n+ocr A.o ru.o,¢ rnvrn... r:snvtw saw ar AOVr a< m vmX=A16tN]IMFWXMWASWMXK Dr. A6Atlw ft I pawl ttt.w. S"M Ciew"A Detail Aww. +ar. n. wx anrr+ra. Deteik SSr4 City of Port Townsend - Public Works Department Standard Detail 1Q FOUNDRY NAME, THIS SIDE TO CURB W /ARROWAND (DI) FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF GRATE WITH 111B' RECESSED LETTERS. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING: A.8 INTEGRALLY CAST PADS (i -1 17'x3 1,Cx11g'). B. MACHINE BOTTOM SURFACE OUTSIDE A 1T DIA Q3 MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536, GRADE 80- 55 -06. ALL CASTINGS SHALL HAVE A BITUMINOUS COATING. ore Aam vp ri oesxrm.r.nro. SECTION B —B 1r i WHEN LOCKING GRATE REQUIRED HOLES WILL IIE PROVIDED IN CASTING TO ALLOW FO!, ,N0 5 /Ir DIA STAINLESS STEEL SOCKET HEAD CAP SCREWS SO THAT NO PART OF HEAD PROTRUDES ABOVE TOP OF COSTING. Grate for Cdch Beam or Inlet SW 7C City Of Port Townsend - Public Works Department t •• Standard Detail a_o v A PLAN MH RING 2,C 3 /Er — A B 1" HOLE FOR BOLTS - 3 EA AT 120 DEG. NON -SKID PATTERN TO BE CAST INTEGRAL ON TOP OF COVER 0 000ROR ° g00 000 000 OPope0v0v 1" DIA LIFT HOLE -' 8 1/7' FROM CENTER 7' LETTERS OF COVER PLAN MH COVER MACHINED SEAT Ir r ,. 2 1 /TI•.- -- 2T ---i I ---- 23 2 t 37' SECTION B -B SECTION A -A DUCTILE OR CAST IRON NON- LOCKING OR LOCKING COVER, MINIMUM WEIGHT 150 LBS DUCTILE OR CAST IRON FRAME MINIMUM WEIGHT 210 LEIS NOTES: 1. 3 LOCKING BOLT LUGS TO BE PROVIDED FOR EACH MAINTENANCE HOLE 2. COVER SHALL HAVE THE WORD "SEWER IN Y RAISED LETTERS. Dra Ao aw "Icaftl 24" WkS teoence Hole Frame WA Lid Aq.wdvp nr woviwaudwoomum Detaik S9_5 r., «•• t City of Port Townsend - Public Works Department Standard Detail SCREW dr WASHER DER SIGN TYPICAL) NOTE 1 b t m P4 -125) (P4 -12) OMPACTED (P4 -6) SELECT BACKFlLL SEE NOTE 4 NOTES: 1. 3 1/4 X 5/16' GALVANIZED OR PLATED LOG SCREW & 3/18"I.D. X 1 -O.D. NYLON WASHER. 2. CAP SHALL BE THE SAME MATERIAL AS THE SURROUNDING SURFACE. 3. INSTALL 300 GALV. COMMON SPIKE ON THE FACE SIDE OF POST EXCEPT WHEN CONCRETE PAVING EXISTS. SPIKE SHALL BE lC ABOVE BOTTOM OF POST AND SHALL PROTRUDE 2 FROM POST. Ioeldt m AWWWAP w shosArwr fewwwo Detark T-25 s,.. City of Port Townsend - Public Works Department Standard Detail FRAME AND OPEN GRATE 2'x4"x8' SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6 HIGH MAX G OR If CONCRETE RISER SECTION CLASS 4000 CONC PRECAST CONC BASE SECTION W /MAX OF ONE 17'0 KNOCKOUT PER SIDE. ENTRANCE ANGLE TO BE LIMITED BY KNOCKOUT. CLASS 4000 CONC PIPE OUTER DIA PLU! INLET WALL THICKNES SHALL NOT EXCEED 17 ". N INLET TO CONFORM TO WSDOT STANDARD PLAN B -26 mta A01wr aw D.% a«rra b S o[nTWatet pteceet Concrete hdet MtMWaP at.eaP..rwte Detalk sw-1 9 APIZII. &^'3] APPROVED NOTICE: Plans are approved except,nSr any errors or omissions. Cl/ wv > mrr.rt Pass inspection in conformance : +nt'h, all applicabl cod A d regu /atrons _ Date: Permit CI F P T TOWj, ND REV. 10 -30 -98 ADD 30TH STREET DESIGN AND UTILITIES REV. 8 -31 -98 PER CITY REVIEW ry,:,.J. aSx ';?', ter. • yam t s• `< hil 4B t 2 A 1 -5 /g' TOP VIEW SECTION A —A NOTE: r2 -1 /t_T 2 -VO I 2-3/1f :-s /t T i_ 2-314. 1 2 -3/f 12 -3 /f 2-31f f Q1 MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536. GRADE 50- 55 -06. WITH BITUMINOUS COATING. Q2 WHEN LOCKING GRATE REQUIRED 2-'T t - SECTION 13-13 1 HOLES WILL BE PROVIDED IN CASTING TO ALLOW FOR TWO 1 511r DIA STAINLESS STEEL, 3 -1 /7'R SOCKET HEAD CAP SCREWS. NO 117' MIN. PART OF SCREW WILL PROTRUDE TYP.) ABOVE GRATE. D-DUMP NO WASTEDRAINS TO SOUND' SHALL BE STENCILED 30• 31,C MAX. ON GRATE j C 5/16'R PARTING LINE J_r_ Eve VANE DETAIL SECTION C —C tY3AQT. SID rtAN Fla or. A0 my x. Dar tb.M,a M Grate Detail For Catch Bach of Intel AnMdBP INN jam¢ SW-7A Nor • City of Port Towmend - Public Works Department Standard Detail 150' MAX CAST /RUV RING AND C10VER 70 MANNLCE PER WSDOT STANDARD. PLAN B -16b. COVER MARKED SEWER. RE,1/OVABLE SCREW--CIN CAP f7,V /SHED GRADE CCWCREFIE E)VCA.5£MEN7' 6- PVC R/SFJ7 6" ,k' BENDS 6" PVC SANITARY 5rmw PIPE 1X M /N. NOT 7n SCALE cac rrtr roar Ar nnv ew orr Art wAr NO A"xturs m Ai N, C)mtAL! am aowff =1040 SW=494a naav ro r OW awnae+e rur Anna n+ocr A.o ru.o,¢ rnvrn... r:snvtw saw ar AOVr a< m vmX=A16tN]IMFWXMWASWMXK Dr. A6Atlw ft I pawl ttt.w. S"M Ciew"A Detail Aww. +ar. n. wx anrr+ra. Deteik SSr4 City of Port Townsend - Public Works Department Standard Detail 1Q FOUNDRY NAME, THIS SIDE TO CURB W /ARROWAND (DI) FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF GRATE WITH 111B' RECESSED LETTERS. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING: A.8 INTEGRALLY CAST PADS (i -1 17'x3 1,Cx11g'). B. MACHINE BOTTOM SURFACE OUTSIDE A 1T DIA Q3 MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536, GRADE 80- 55 -06. ALL CASTINGS SHALL HAVE A BITUMINOUS COATING. ore Aam vp ri oesxrm.r.nro. SECTION B —B 1r i WHEN LOCKING GRATE REQUIRED HOLES WILL IIE PROVIDED IN CASTING TO ALLOW FO!, ,N0 5 /Ir DIA STAINLESS STEEL SOCKET HEAD CAP SCREWS SO THAT NO PART OF HEAD PROTRUDES ABOVE TOP OF COSTING. Grate for Cdch Beam or Inlet SW 7C City Of Port Townsend - Public Works Department t •• Standard Detail a_o v A PLAN MH RING 2,C 3 /Er — A B 1" HOLE FOR BOLTS - 3 EA AT 120 DEG. NON -SKID PATTERN TO BE CAST INTEGRAL ON TOP OF COVER 0 000ROR ° g00 000 000 OPope0v0v 1" DIA LIFT HOLE -' 8 1/7' FROM CENTER 7' LETTERS OF COVER PLAN MH COVER MACHINED SEAT Ir r ,. 2 1 /TI•.- -- 2T ---i I ---- 23 2 t 37' SECTION B -B SECTION A -A DUCTILE OR CAST IRON NON- LOCKING OR LOCKING COVER, MINIMUM WEIGHT 150 LBS DUCTILE OR CAST IRON FRAME MINIMUM WEIGHT 210 LEIS NOTES: 1. 3 LOCKING BOLT LUGS TO BE PROVIDED FOR EACH MAINTENANCE HOLE 2. COVER SHALL HAVE THE WORD "SEWER IN Y RAISED LETTERS. Dra Ao aw "Icaftl 24" WkS teoence Hole Frame WA Lid Aq.wdvp nr woviwaudwoomum Detaik S9_5 r., «•• t City of Port Townsend - Public Works Department Standard Detail SCREW dr WASHER DER SIGN TYPICAL) NOTE 1 b t m P4 -125) (P4 -12) OMPACTED (P4 -6) SELECT BACKFlLL SEE NOTE 4 NOTES: 1. 3 1/4 X 5/16' GALVANIZED OR PLATED LOG SCREW & 3/18"I.D. X 1 -O.D. NYLON WASHER. 2. CAP SHALL BE THE SAME MATERIAL AS THE SURROUNDING SURFACE. 3. INSTALL 300 GALV. COMMON SPIKE ON THE FACE SIDE OF POST EXCEPT WHEN CONCRETE PAVING EXISTS. SPIKE SHALL BE lC ABOVE BOTTOM OF POST AND SHALL PROTRUDE 2 FROM POST. Ioeldt m AWWWAP w shosArwr fewwwo Detark T-25 s,.. City of Port Townsend - Public Works Department Standard Detail FRAME AND OPEN GRATE 2'x4"x8' SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6 HIGH MAX G OR If CONCRETE RISER SECTION CLASS 4000 CONC PRECAST CONC BASE SECTION W /MAX OF ONE 17'0 KNOCKOUT PER SIDE. ENTRANCE ANGLE TO BE LIMITED BY KNOCKOUT. CLASS 4000 CONC PIPE OUTER DIA PLU! INLET WALL THICKNES SHALL NOT EXCEED 17 ". N INLET TO CONFORM TO WSDOT STANDARD PLAN B -26 mta A01wr aw D.% a«rra b S o[nTWatet pteceet Concrete hdet MtMWaP at.eaP..rwte Detalk sw-1 9 APIZII. &^'3] APPROVED NOTICE: Plans are approved except,nSr any errors or omissions. Cl/ wv > mrr.rt Pass inspection in conformance : +nt'h, all applicabl cod A d regu /atrons _ Date: Permit CI F P T TOWj, ND REV. 10 -30 -98 ADD 30TH STREET DESIGN AND UTILITIES REV. 8 -31 -98 PER CITY REVIEW