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HomeMy WebLinkAboutLattice Materials Corp REDUCED P ss`P _ 4710 BACKFLOH-FREVENTION NO PRESSURE GAGES OR PRE55.RE G FITTNG5 PROFILE 66Er Y ALL'UNTL DOLNBTREE-SIDE OF BACKFLOH As.-Y 4160 SCALE 0-20'HOR1Z. OwY FITING6 dLLGLI6D BE•HFGN FRBt D_VIVE"FD ? SCALE I"•4'VERT, _. . ,1, -- b1CKFLOH A99EriBLY TO BE EITHER 90'BEND AND)OR q'Ejy (SEE NOTE 2) LYE REQUIRED S� REDUCTK)N-ry A6 DESCRIBED N TEff I�I J r 11lL,IiY{' I I.YJTES OF THG REFERENCED ai,--p pµR,lb Np,p]7G_E �I I� 4161 2,0n ILAilk VAL,�O8♦Y� FLdNGE TO BE THS406G ON STAVOPPG, ."m 4,66 NQ , IdIr V F- M J.TO FLgNCf ADAPTORS NOT A PTAIYE N rB"r N LL d) �RYPGdL FOR ALL RISER CdSIWR1.TONS) ,fTb 4� 2 !-V/ dON, _IQ EROIi PWE?YP.I rnN-L'ttFX.OR °� .Q� t; -E R DJDOMESTIC AND FIRE LINE NOTESF"u6�°F`°°R 4,63• 4T62I.TAPS ON s'DIA.WATER MAIN Ild T BE A MIN.OF IB"FROM ANIY OTHER EXISTING C FITTNKs,CONNECTIOI.1,OR JONT. 4,d 2.BUILDING PENETRATIONS TO BE MADE AS DETALED IN CITY OF BOZEMAN PANCAL 3STANDARD DRAWING 02119-3 "iTnN.REDIRoo NBALLGD N3.TAPS INTO WATER WAIN TO BE COORDINATED WITH AND PERFORigD EVERY OTHER AVAILABLE TTJ. 4'159 IY BD PIPE11AM-T BOLT HOLES ILYPiCAL) DY STA LA ONS ANN WATER DEPARTMENT. 1BEND HITH THRUST BLOCK 4,ALL INSTALLATIONS AND MATERIALS SHALL CONFORM WITH THE SPOJQTHPECIFICATIONS al5B ■ � EDITION OF THE I'TONTANA PUBLIC WORKS STANDARD SPECIE L^AT pNB J 3 (1. (MPWSS)AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS. 1 aT5l fl 5.WATER LINES SHALL BE TESTED AND DISINFECTED NI ACCORDANCE WITH CITY OF BOZEMAN SPECIE IC4TION5 TAPPNW Tii.VALVE,- �`20l 4,5E b,MAINTAIN AT LEAST 6.5 FEET OF COVER OVER ALL WATER LINES. TA NSTATo VLL AT - ,.MAXIMIJM PPE DEFLECTION IS 3'PER JOINT, FVOPERTY Lai riYPr_dLI 4,55 s.VERTICAL BENDS ARE REQUIRED WHEN CROSSING UTILITES IN FOR ALL R16FR Y• NN TAMARACK STREET DDNFKaIRATIONB �� 415a F 4 DETAIL — FIRE SERVICE LINE INSTALLATION ��° q,53 VERT.4'45'BEND 14'ACP as IT (SEE CITY OF BOZEMAN STANDARD DRAL11N6 NO.02119-3J P' 4192 0 .. TRA D - 9+ rwuamR>m \dN0 nP - SCALE:NONE �I{ 00 0.20 0.40 0.60 0180 0,09 1-20 1.40 h60 Ilse --0- -d SQ0'00'llI'LI 140.11' rl F.Li O— — —a — - — — y Fj{ V I P � 1 ,A,• O I� w 1�1 D LL to I / 01 g al v i3 1 / IIN l � O I m � LdTTICF MATERIALS 6XISTWj CUILDINIG E _aa_m=' --] N0092'12"E yq4 m I v U I BUI.DNG PENETRATION PONT a m I I I Z` V N DOME4'O AND FEE LINEFOR IN FLOOR. �02 1 I 31V A R NSTALL I Lt.VALVE FOR CLA88 LL FVE BPRII.KLER 9Y01Et. j BFE NO Z AND COORDNATF -PEH RT D Mfi DTC N 3 /w,H nECHANIGdL pRAHNG& - - I I i N QMITS OF PER 'IT OY F BOL6M N T I DST LB OniAND 2119E 110 PUT Da C102 I I I 1 HIM I \ NS ALL 2' N LEE 1--- T CE L 68=TAI RD T LI DRAOFOF BOZLnAN �aavvev IRE APR ER - 'A NO OL6N6 N N6 O N INSTALL D'v 4' tX)X O TAFwING T HITH SOOT \ TO HOE EDICA E D 4'DIA.GATE ALVG D' - 1 F �1 G frrJ-II Q I THR.I6T BI. _ S00'00'�0'L.I -- I / µ 1 11 \ ' D BE O THE CITY 161 /•� AGK TO HE CUT III w/ U �p m - / - ' \bg Err l : I � I W FI'•-i rLyTJl E9 p 4 S LBOIJ F�1 JJI pl TAN 10 FEET \ 1 N gEPFRATIOvy l/'•�jl� I �I I aUfiBOW YR34i ALL FITTING N6TALL 4'Du C CL 61 DP mi /c '} Q, I 9 Ien c T L O •�i ❑ so CIE,O BED Mvl ZZ7 ABMIIXINED W ° COPtRIGHT 2002 CTA S ARCHITECTS DIEN.INEERSU ~� 1 EM SPELL p 7m0 RP(C HF•NC16[z df ,u>_RlcHrs�Ess�xvEu AND am iT \ �4Hp �u I DRAWN BY: SE 0 Igx'1 {L ® _ �,dHO' l''�E1 1 p I CHECKED BY: ZL tma ---'—_—•—_---• ---------•n—..Il--�dMO - SSS CTAEa �L�ICE Q N 1} 4 1.51 O�Y K Tm' �I,"CAPPED °� R ] • - BERVCE LNE °\ �`�•---•-- G Al�w CdDD RLi:LACfiGOCH1Kn N00'01 E y\I DIR: OILLATTICE\DRBCUT � AND E AT LA TER WANµ° ` / N 67E LEGED PROPOSED 4'FIRE SPR:'NKLER LINE N xPROPOSED 2*DOMESTIC WATER LINE Y O —-—___- PROPERTY LIKE - 0 00 1 9g so-L_as� - SET-5ACK LINE ` c m � I I EXISTING FENCE a`Io D,°Dva0i EXISTING WATER LINE c g vwTlcN.TREnr_EE 6 EXISTING WATER SERVICE LINE w YN Is g HIT BHOREG TO CANFOR'I 20 0 20 40 -G-GAS-G- EXISTING GAS LINE Z R 6E+ 5XI6TNG 61REET TO O.B.N.A.REWLATIONS Yp jM2 P-—P- EXISTING POWER INS =EON a tL pyRF..-F TYPE x Gxc4vATLOk r EXCAVATED 1 �II() I I` I SCALE FEET 9UBGRADG OR TYT�L Ex16Tm ASPHALT ASPHLLT TRENCH REOTORATON 20 -OHP-OHP-OHP- EXISTING OVE AD POWER I GROJND BURF4E _ u'M. OU'W TO 4" PLANT nlx A�ALr E 18TIW3 ASPHALT I ASPHALT TRENCH RESTORATION ZONE I -s6-as 6B- EXISTING SAN ARY $EWER 1 Ada LASE �d`a a D" -85-SD--66- EXISTNIG STORM SEWER NSTd DETADHABLE COURSE TO REPLAN 3'-PLANT MD(AOP T \ HARNNG TAPE SURFACE COURSE m'nAxmm DEPTH �6' I -BB-W-TEL-55- EXISTING UNDERGROUND TELEPHONE �'I 0 (OPTIONAL) I-ALL R VATCH Dfi 6 OVER 20 FEET IL5T HAVE SLOPNG Z BACKELOPE AB DPECIFED TO OR BENCHNG SYfiTR1 DE&NRO BY A REATERED PROFE6IONAL CURB AND GUTTETj _ - CONFORM TO O.b.KA.K3XATION6• ENGNEER ' / SEE 3/C201 '\ x TYPE I SLOPE BTRFPFR TiSr.ICH HOTH+O.C. 2.µHFR6 TISCN PABSE6 THROLGH EXATNG PAVEMNT THE j. ;\ o PROPOSED BOLLARD,SEE 2lC201 THAN USLOPi EXCEPT fOR ROCKS). OF PR PLUS 2 FEET PAVEtENT 6HALL BE q',ALONG A NEAT VERYDAL LNE A I'a'M6L8 LFAIBHED l NOTES. w IT MUM OF IT FROM THE GTXi OF THE TRENCH CPENn.Ci, IFOOT CUTHBALK G°�B° CdJRBE IFOOT QITLACK LFLOHABLE FILL SHALL BE USED N ALL PAVED ACCESSIBLE PARKING SIGN SEE 4/C201 i TYPE"A"1RFNCH MCKFLL uOT�M 35 FE6i DRY DENSITY 95>, (ASREpLT ONLY AREA6 THAT FALL HRHN THE TAI-IARdCK ST a IU HHERE NidT LNE IB LESS THAN 3 FGET FROM THE FIXi OF (d6PHdLT ONLY n TYPE'I'PIPE BEDDeG EXISTING PAVET6:NT OR QAaD AND GUTTER SECTION RE1'OVE BOTH sme, pprr I BOTH S[E8) I \ RKaHT OF HAY Z ^ 4"DIA AND REPLACE ENTIRE PAVEMNT SECTION BFTL6FN TRENCH A+ d VARIABLE VdRlww F PROPOSED BIKE RACK 5'-4'MODEL c TOU,_ EDGE OF PAVEMENT. > .n m OR I'1_X-1 / _\ HW238-5 AS MANUFACTURED PY w (PORTED y,'nlwe 6FI.FGT TO UNDISTURBED 4GGREGA'E J 2.FLOHABL6 FILL SMALL BE d_LOIED TO SET NON-&6t6K MADRAX INC.DISTR.BY BEDDING IT PLACED IN %a A.HHEN N UNSTABLE OR SOFT-11EQdL,TRENCH HALLS sNA l BASE COJRBE BACKFW_ Y �.\ FOR A MNHM OF THREE HOURS PROR TO NORTHWEST PLA7GROJND EQUIPMENT INS' b'MAXI UM LAYERS AND L BE BpCKSLOPED FROIT THE BOTTOI'I OF THE TRENCH,/TYPE PLACNG ASPHALT 81RFACNG, `q THOROUGHLY COMPACTED. HATER OR BE_R PPE HATER LNE 120 "ST AVE NW ISSAQUAH WA S6021.. UTILITY EG E%LAVATIONU• 3.ASPHALT GDG68 SHALL a TYTSATFD HITH ®� CONNECTION N 5EDD A TACK COAT FROR To PLACING ASPHALT 1-s02-,26-0031 OR APPROVED EQUAL ` NDTEe HANDICAP PAINT MARKINGS PLAN TYPE"T DEDDING LFERG •BEE OSHA 04FETY AND HELLTH REGULATgNO FOR �LABPHALT AAD CRUSHED AGC48Cidii BASE COURSE&EdLE BE AB FOLLOHG \ c REQIRED FOR 60FT OR LONBTRUCTON SECTIONS 52b.681 AND FJ26.652. ABFHALT THCKNESS BASE U THIC<NEBS 3'MINUS PIT RUN m UN6TABLE FQ ATION -TYPE•r-i' __ _COURSE. j S" _.._ / \ ® BLOW OFF HYDRANT DETAIL — TYPICAL UTILITY TRENCH 2 DETAIL — ASPHALT SURFACE RESTORATION DETAIL — TAMARAC< STREET RESTORATION ArH FEE HYDRANT 7 CI02 SCALE:NONE C102 (OUTSIDE TAMARACK RO-I.J.) C102 $CALE:NONE N WATER VALVE C1U2 SCALE:NONE ?ti