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9725 SW DURHAM ROAD-1 °4 I ►,Q• yrw rams j) Ppr e-• ti ;' 56 2 ~.`A. EXTEND NEW 8" STORM LINE FROM OUTLET auTi.�„ {, ,-„� �,. !_ s' Q, «'.; '.. • iQ / r ON�Y �"ii•JI (•ttWc�S \��/ STRr,TURE TO EXISTING 8" STORM LINE. r?Hy 11LJOO'1_• 1-ttC�o�•F, T15,4i F 1 • � r F�+. ";r,•r• .�I' •.. ,.1�';., i\�'�`;,',�`./..•k;7.j,"� ?REG )U 2NREMOVE EXISTING 6" STORM UNE WiT1-Ilk45' t� o �� �"! ►-�i t' 'ta F', -y" i I - , / Cf�1JP"'1 k:DC_ GG'Q1' 11•3L, �X1S'T, isENGE tQGD••(!�•1! d tpt:•"1 RULI. ". ., w, . (� t..J'' 1J _ 1 f 't ' •` 3� .: •� f a l'rt ©F 1'Y'"'`Y[y er I""5'i"5' �ti ,✓~ " 1 < t` }J r L�i-1 +J r. �• `i (' J' S 1. _ �'•' ` II te�7, EXPIRES 1L, VCJp C/ f I I'1 W 45-b -v,• / ..:Y+.Y76A.6J.R�i.:::u.71lyJ- Ck�.M:'iAii:., �.-:�• .,.�..'.�......�,. -,,,r,..,••....0-..w. ? e r' _' - 20 t 1 w„ c► Z© r s: �( T!y S (t gg i=1p-'1 Hl�I.iI.I.+GIG Hi? t.OGK .«..✓'+�•-..••r•"'�"''r'.�•>.o..•�.....,.•j•"`' . �C. f� t�f�K, MJ++PL.GI.'-/ �' iPJ �I��'1••- M'IN.N4, ..�•,/•R "`t.«...,•.✓ .. •° •,.,. .^.e�6Ptt'1 �, ''�••��.�/`� `•�/'•-y-n.:/`.� �1 e -� ..r.Y ';����t�•i W/ �-� .....-"•----•�'--�' - M __ _ 6 EXIST ja STS, ,+•M+ X11, 1 �,� -' ••, l�� "�..a � „'rte . __ :t r- t I171- 'ST.-... -� _ - t r +G'`c •�;i1 � .wi �; „ _ r l._.. ♦\\,�f -t] +�G' { �;.�„y.-. --•; y�" -c�`d ,.�•'./�__ ....» l- r ,( �� ,�/ \ y; '+ {l i.� e a t •`�., ',I , '+i {'. '1 0 •-� 1�� -L1 "I:t ••fI r '`'+ • y , t •i .1 �.- ` 'i I L�.�".✓r1 (- rf `•� L x151IN PONDbw �\ �1v� rel fit � y - c�C llt I E09.5 TbL�" _ ,► 1 l:x► T.C-2.0-1 1''°. " '"�`' r.l ( + i s ` g=1. " ,G '�" +e ,•, `+'� 'o.«.� ! sc FSI s lni�r a\ 1 1 i •u N ;� • �' I I I L-,. �: ,'{'' ,Q _ ��r" I r I y 2A k.1.1 -~,� •.� 1_3 6 1 7.0' 1AJ. ti .�` EXISTING 8 STS ON ECTs �s` t•, '-+,e •:J :, a, t tiU?b SL�l h Av�tu, .`.1�rq o :,U't�••" '~r .....«««+I.�w - - ` 0, 4 TO EMSTIN CA A ASIN ....�. r.. �c � •p + : \ """"" t ' ' 1 t f�uttand.Utron 97202 - --•- Ftv-1 w __ I - zn• Iuta� lraT ��' ��' ••�` � <• � INLET BARRIER, TYPICAL RIM 206.3 ,' �, p«tcc :i, E ...,/, / 6�•'U 3 4 B.,IE IN 20 .60 V� �' a,.. „L '« F'hcN16 fb03)218 lUH$ i!. •�/�� �"`j d INLETS. SEE DETAIL + i I1 ' '�r" a ., C2 8"IE OUT 4.4 D ....•y• 4 , E nI�1_.T, I� , EXISTING FLOW CTURE \\ w `j,y + ...1? l �t+r='i �►�P,ix�*•c � �-� EXITING f. Sof - ► 10"IE IN(W) 67 f= I J S 6•'IE OUT 7.17 P.WF?* -»�. ► ',� ..._....___.._. _ -_ __._�..,..______ _........_.. •-.._ -_7 FR f t OW CON TRS. 4�.4c' I �L •� 5 t�W F E''"1 .k! ! 0 STR� TU 8'1E OU 7 s 1 , KEYNOTES: AI-• irlot- �•''" • 4 ' `+�+`�~ I f--1 ` �'' � �,,,,�, w ,• (� E, TING S10RMWATER POND TO BE ENLARGED TO ADD APPROXIMATFI V ,�.: TE'►"y I ._ ...rte...•. REPLACE EXIST. 4" SAN B !w- , ._ ff � (� _ 300 CF OF STORAGE VOLUME. RE-GRADE POND TO WIDEN BY APPROx- \ w� (� ��, �j J _._,,�.� ..,.,.,.y--....•,_ .-._. - / 5=0.0200 MIN. - _ �- --' U� IMAiELY 6' TO THE WEST AND 10' TO THE aOUTH. -`-- / \=/ ,.•�" I 4___.-_�__ --COORDINATE WITH PLUMBING DRAWINGSu►aT,-= �` ��'��, • 16+' i ' �,.'- �. 1�,L n,✓ _,S' } 2 EXISTING Fl-UW CONTrtOL STRUCTURE HAS A 3/8" ORIFICE IN THE !I .-,.,• r•,y� \�y� - .\ TURNDOWN FOR THE 6" OUTLET PIPE. INCREASE THE SIZE OF THE `\ � � �'• „ 1; �� I �'� � �..`��, �"`� I '"�• - �� `�F `t t� \ u1 � i ORIFICE 'f0 1.66" FOR THE NEW WATER Qt1At-;T'i rLOikRATE. - - ilk J I IL m l ~��' �! # 80'•A - '! 0 cr i'• REMOVE EXISTING ty" BYPASS LINE:. DAtiLIGIiT 8" OVERFLOW PIPE t i CLEANOUT T - ' • ' �' � X i ` 't AT CONN. ~ --_ .1 QDS10 N"_' `"��-''� -- -' 41 • 11! DIRECTLY INTO POND 8"1E 208.51 INSTALL t.0 CY, MINIMUM, Of f♦ • EXISTING l S 4"IE 211.15 alp I \� 1 CLASS 100 RIP-RAP AT OUTFALL. �I l ! ' ° DS1 Q (TYPICAL THIS SIDE) --CLEANOUT Io ``- (;) BERM EDGE OF POND TO ELEVATION 210 TO PROVIDE 1.0' OF FREEBOARD h(' _ .- t �•" ` 4 SAN 4 IE 211.65 -.Fn0 MI QV E::' /Nl %C� AT CONN. �1ti! ' -` F`. 1 c �' / Lf \ I A80'✓E MAXIMUM WATER SURFACE ELEVATION OF 209.0 I 1 \ testa►., � 1 I � (TYPICAL THIS SIDE) ft p�''1UU1= d .,P''11.1/r�.`t;! ( � I• +i -« I P''ftyet.E U J -- - --- \ I { INStALL OUTLET FLOW CONTROL STRUCTURE FOR UETF_NTION `EE DETAIL ;r• ,•�• •• �,_ ;+ �'•_itOF, ... _ I�I ..,. �: 'i'�i DS .1-- ......._.....,:,_. a....:_- SHEET G2. I' ' vl Yom' • - n r71elf rIt; 1nr,rr; - - - -s --- -- - MATERIAL UNDER PROPOSED ADDITION U BC •yam, C � �aE'C} 'tA, � SANITARY' AND STORM LINE i � r iI '� �• . � �:�. -$ S lJl1r d A T 1 � sr!, _- , '� • • I I '• � ( R +"('� \ PER CONSTRUCTION NOTE 5. 1 (D t,1,E't 5 T'• F 1 ' "+.. y r �, /�I'J'.,i. ,,''�•---- I ' ,_ _ ti- 4�•� ,� :' -- i---. - ` 1 (. _ � �\� ,� � , '"""'"".-._... �__r._�._ ....„3•. ` e � r.. _ -t _. •-EXIST. 4" � � -kK "t - •.! ' �.. r �'"''"`'`�.E I� A�� I "r �'� I -- -'""--- r��*.T� t� 7 EXIST114G DOMESTIC WATEP. LINE UNDER PROPOSED BUILDING TO REMAIN. FI•(tJ!*"�!�l•IT .. _ , ` Y_�_._ / , I a I CONCRETE SAN' }/.'� LJ . Vol- PIPE"r f ` r�� c .• " + ., . ._�. % / �... <....yrt.... :C'1•-r c-S'I;, �`rj�� 1�• C Ti•�A�� UTIs : DIFF MATERIAL AND CODER TO BE PER PLUMBING CODE. I it __..._.. �..`% ` _14a V 4. _; .l p i�aN c•+ f +.,. T -EXI NG FIRE HYDRANT 8 DOWNSPOUT LOCATIONS ARE APPROXIMATE. :IEE ARCHITECTURAL FLANS .. � `` _. • fi B - ��• -- '�• / , �J �J 1 -r FOR ACTUAL LOCATIONS. TO PAINTC RE +t z.,�` , Ir��C*•,l _ C• / Etllnt„•t';.,,•t•,• . , -•+" ..__.-� �, �11. I " .- i ,4j'� _'' •� LC � � � (• 1 I. '11 .1 tJ� !tt D D - ,� ° r • �r� { ►Grt•-'�r. t .:r p►t�lEz �� �� ,... J �, t" i - NDICATES PRIVATE' HYDRANT p OA'•1c f� ) �- -�""�" 9K+.hs:C i=r�t�'ti - ��' D5? \ 1 `� \h1 O� \•• { -l�� �' tv r,.: < �g FIRE SERVICE VAULT - SEE DETAIL SHEET, SITE WORK CONTRACTOR TO: t 9 P CITY STANDARDS c II A. INSTALL FIRE SERVICE VAULT AND 6" DOUBLE DE CHECK A.SSEMB C_.:" �7„�� L 1..�I �� ^C<-6:.7,. i"r� S CXJ 4c'� ri '1 �- .1 _ 1 r •` 2�1_aM«+ • t ��, B. COORDINATE FIRE SERVICE LINE' SIZES WITH FIRE SPRINKLER OESIGNFP,, t -1••• L�' JS3 z PROPOSED ADDITION D512 t• �� [ ' C. PROVIDE GRAVITY DRAINAGE OR SUMP PUMP (I.E GRUNDFOS MODEL � 'Lt' �..• _ , 8OSS 200) AND PROVIDE PIPING TO APPROVED DISCHARGE LOCATION. �- NEW s C.G. f. FF 213.E 1 f _ ► -- - _ -- _l ✓ S ` D. PROVIDE 2 i" DIAMETER H + P 1' w AW 10 3C At�E L n ( ) SCHEDULE 4U JC CONDUITS FROM FIRE �.\ pa Mt! \ I0"IE 2 X20 I ) I ":,► hrInc-A%4_ To t� tt1 _ VAULT TO ELECTRICAL ROOM LOCATION. XI` T :i '\ �. _ - v' "� J i-AP r1 �'t^4 bSTw'-'R� % %• E COOROmATE NTH ELECTRICAL CONTRACTOR T PR vl RVI T � �•�- � f C � C+ .( \ ( - - - REPLACE LxISTING 1Ci �1., f lir=ats'1►G!!•tC.2 Iti:-I p `�ti. - � I I �• '+ �1...) ,� � 0 0 DE SERVICE O I W �r / FrflclRs RIM ! , C r '"' N€W S �ir3'€.�.0100 FT77T� 1 cn f�P"1�� • �� � ` at i.. SUMP P IMP �?�� \ f �\ 7 Ol271111 i11 I i, F. PROVIDE TAMPER SWITCH 111 r _. Le ') SAI; r C ; , � ` CJ Q1 10 INSTALL NEW FIRE HYDRANT BEHIND CURB IN PLANTER STRIP PER CITY 11 ..-.,.... ••- - , '""' ?rJ11 STANDARDS S4 EXIST STS C.0 .� �• 1� / \ / I �' Q `�> Sl L SPT-'11:c$ F17"�,-„r, A) I t� / - i ( .. I J i iE 1:6I � �` � 10"IE 210.07 rtr`',-:=''' V� • f) J DS^4 - __ •.I ! PRIVATE UTILITY I �..,� DS5 ° '• _ MKIVT. �.Y-,�.,��: , ` `'�� - )-� ' ' - ILL N U L TY NOTES. i'� �--- � �IIf 1, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL STATE AND :D 4 LOCAL JURISDICITONS, AND THE CURRENT EDITION OF THE UNIFORM ' _�,•_,_- ,t.� \ !� f \ h� A•LL 5;ICC-:5 CJI= PL CODE AND UNIFORM BUILDING CODE. -I(•+•• Q Atw w1:11 T 101-•4 *34 •� Sr 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: FIRE LINES: j �� • •-.._..•....._.. � `� _ - 21Ot / � � �` ' ___.� __._ I 4 " -` --••- DUCTILE IRON, TITAN JOINT, CONFORMING TO .AWWA C-151 ASTERILIZE7. . , y __ _4•2 ___ _ _ TEST: 'EST AND STERILIZE AS REQUIRED BY LOCAL WATER X -DST 7 - I DEPARTMENT AND UNIFORM PLUMBING CODE. .__ --- --• _ w I I --__._ \ ! 3. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. �� ! .- --• -, , \ / EXI NG 56 D58 1 O.t6 S15 �.___. _... 6" S I .......,....c�mr+w+e�e,.-.,E:,•.,•�, uun�,�..a.. -' n. •., „ EXISTING 8" PUBLICAA R E t r _ _ ` ` 4. FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS AND SIZES TO BE ( ' 1 -'�\ TO BECOME PRIV ?E DO REAM �' 1 pNl DS /, - _ COORDINATED WiTH SPRINKLER CONTRACTOR. PLACEMf.NT MUST BE "(}F' NEW FIRE POOCE `✓ L T �' /1 _ , ' _. ._-T__ _ __-___ ______ .__ I WITHIN 70' OF FIRE HYDRANT. cc \ / AREA DRAIN E ' (;_ " t r ARCHITECTURAL PL '1 'I "' - ---- - 5. ALL STORM AND SANITARY SEWER LINES UNDER OR WITHIN 5' OF THE 8"x6" TEE' WI \. } X _-� _ :j ?y f 1 OUTSIDE OF THE BUILDING OR WITH LESS THAN 15" OF COVER SHALL 8E I r I 1 SCHEu 4G D.W.V, DIP., OR C N00. ALL OTHER SEWER LINE MAY BE Q THRUST BLOC \ L r3" i I r d•. , t w S • • �...i__.z.tt-•••-�-•---=.,CJ .} E::>!•�,T, pa Lr.-. � i71 (J` �• F FOR MRF"SEENV(C w w w w w.r�..�' _ , PVC 3034 MATERIAL, UNLESS MUTED OTHERWISE. F n I+ L1wt ..W.F ` tOta.w,u: Vdt L tc+►-11"S�" K'C�t.t _ y I b , z 6. aROVIDE CLEANOUTS AS REOl111iEU IN THE CURRENT UNIFORM PLUMBING it 1 ro oT GKI,Vr _. .. r_ ._. 5 ' i r..__. 1 /Ex► rJ41r \ 7 CODE CHAPTER 7, SECTION 70• AND 719, AND CHAPTER 11, SECTION \ ,� n i1O3.4. NOTE: ALL REQUIRED CLEANOUTS MAY NOT BE SHOWN ON TETE LI '"t 1' I f i P!-ANS. CLEANOUTS TO BE INSTALLED AT ALL DOWNSPOUT LOCATIONS. I !I a 4 t 7. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE BASED ON FIELD �7 �, l 1 c y �-- . _ _. '-co 6'-0' 8'•0� '.o', �'•cP' 6' f, �` __.. l' ' OBSERVATION AND CITE' tRECORDS.IO CONTRACTOR SHAD. VERIFY ANDLo , CONFIRM EXISTING COND 'IONS PR R 70 COMMENCINGWORK N!)11FYt C\) l -Y'1l:nrP'�►►�L SHE'S �*r"►E�-.:_. _...�, / \`� _ Lel, ENGINEER OF DISCREPANCIES. F.XI:.iT CB 1 ,1`� _ __-. _ �.� _.,:_ r •/.,,�- �` p ►' t*� RIM 214.4. \, �. 8 THE WORKING DRAWINGS ARE GENERALLY DIA;,RAMMAiIC. THEY D(? NOT a ` 1 It 13 4 y 1 1++ �` ��n! SHOW EVERY OFFSET, BFNO OR ELBOW REQUIRED FOR INS I ALi ATION IN ,` \ \ �.�P -11`�-I h•!C �' P"� '� iczr �, ,\ + j THE SPACE PROVIDED. THE'( DO NOT SHOW EVERY DIMENSION, 1 i \ 1 4. 'O Ao. '`� ,� `' II COMPONENT PIECE, SECTION, JOINT OR PITTING REQUIRED TO COMPLETE I � 1 \ I, n f THE PROJECT. ALL LOCATIONS FOR 'WORK SHALL BE CHECKED AND -*.% i' 1 - , W. COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE IL ; plNa+,� � t BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING ; VATHIN THE LIMITS OF EXCAVATION SHALL. BE: VERIFIED AS TO CONDITION, i•• ��, .� .,."` ,..,. r ,� !/ 1 1 •x:.� , ' I �u,cm�i.::a:vts.• .l"••�.vezuara+mtmey ! i • I `� s �'�" �' t _ �' �-�' I SIZE AND LOCATION BY UNCOVERING, PRO, SUCH IS PERMITTED BY p �� L ✓•. d 1 f ft, \ >> _ LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEF ORE BEGINNING r 7b r 10x10 , ,' .. L `` � ! (` y► 1,.r /p ,... t �Kty{, t (.T CONTRACTOR Y sheet tIt0�.•• MENT FOR VAULT �y ti r� `•r � 4 ;•^-' �• �. `_ ..,� �- ,,��-� � r °'••-1 `,,,.,_ � `�\ � tl"^�'� 5tc'atE•1- x �• X// , CONSTRUCTION, CCS CTOR TO MOTIF ENGINEER IF THERE ARE ANY 6MI'ST, ( �. ` .�,i,, 3 `� { S- r I ] r 3"� a DISCREPANCIES. � \ �'� '�` , - ` ( �' k7xT"11V Zd I ��)E"'� 101 t 9 WORK WITHIN THE PUBLIC R.O.W 44AY REQUIRE A PUBLIC WORKS PERMIT �! '`'' � w t , � /`!{/4E'-1 a i •�� _r �...: O ��.`'i r • - "' "-^ --^ ""�`"°' _ r` �" ( .rte s 10. ADJUST ALL MANHOLE RIMS TO FINISH GRADE WHERE REUUIR t... l�- / `� • -,.. r,� m" f 1 t II .} It �, z:, r rt r WE UTILI" Y AND �, 4 � IF.• • °..� � � • 19 F S:cc. _! 1"p ' c r 1 q r _ f � 14 ° „,• _ I m (l, O nYC, 1. 1, -� 4y, f ��" 11. UTILITIES SHOWIN TERMINA •, j' FROM BUILDING. SEE _ Yc�"ar _) ,�Yr�i� . `�► l ,S.Qo oCr .lua' w 431, s•�c��� t9Yc�►�n�+ C�r1 � s,�rcn►not--ie �� c�, N � EROSION CONTROL - r..,..... «.. ..»•» -----"- «.- r.�'.-�-+" .. _ PLUMBING/MECK'bNICAL FLANS FOR CONTINUATION WiTHIN BUILDING 01 -VERITY I , b J w f�YC 10�, -.._ � R , ` .1�� � � �� •�, �, _ 1ST. It �<'��»I'4., _ -.' • - '• , ' � CONFIRM LOCATIONS PRIOR TO CONSTRUCTION, 'j PLAN fi -t� -� _ • "- c� '�- a C�c1�T, t >-��� ca E'2. ALL FIFE HYDP,AN•TS TO r, MEGAL.UG Ac - � ��N:A���`� .• ' � :F� ' `+ BE PLACED 3' MIN. FROM BACK OF 'NRH. 14 ., •""'."" f 1aC, - " _ - -;- •f°-�"^ T- -- - �- �` 7 O -tb e.,) 13- INSTALLATION OF THE UNDERGkC�UND FIRE LINE TO E£ INSTALLED AS ' Sc►qT. 6" % RESTRAINT 15 FOUND -.� 'L•' t`i' 7 _J' f`j t, �' �`_7 -�' �� �1, ,.Fz _( I"1L1,5T r1V'1Q�-r �f< I`S'}" a"1�d 1 PER 1995 EDITION OF NEPA 24. 1 • 12"W _ v . i:,_� t. �• I�n,ti�s�?"'1 ►®C�1.6� " /'�+ MT , 1 1'T MGP'! T _- r� r�U W�T(�► 1 1� -- W----- �, vi ---- - W -- W---- -- -- 1N- - 12'W--- - W - W W YJ-_-•• • W - 12"W - �- 14. ALL BEDDING AND BACKFILLING MATERIAL AND !N41A1_LATION SHALL ); ► E)1 T •' G, , „ „ MEET THE (PING MANUFACTURERS SPECIFICATION REQUIREMENTS, ALONG 1_tYWt"1A04T �• , rl•t ?. '.' Pt IST, OWFi•'r Via F /i.1c.NY � � OC>1250 24 �� *21-C, � ``.1 t C 41 NTH A MINIMUM DEPTH OF BURIAL. WHEN FIRE PROTECTION, INCLUDING �c.•_" FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE �.'C�UTiLITiES LEGEND _•--,- ADDITIONAL WATER LINE NOTES: ori-�1G'�r rw{�-,�.� �� (-I• --_I --�V�����0�,���� PROTEI;TInN, Is REQUIRED E'0 BE INSTALLED, SUCH PROTECTION SHALL date , awwm•mmum J"SAN am NEW SANITARY , p zt a T-I3r. - WA, BE INSTALL":-,') AND MADE SER ACEABLE PRIOR TO AND MAINTAINED I 1111-Or' ►,tri +UIt.IE?It-4� 15 -'�'J1i� THROUGHOUT THE TIME OF CONSTRUCTION. THIS INCLUDES FIELD 04-06-04 EXISTING SANITARY ' NEY9 A RETRAIN Al.t. PIPING. """-i - - "-'- `�- - INSP CTIONS, FLUSHING AND TESTING, AND FULL APPROVAL OF ALL FIRE dm. mom ft. rsTS - NEW STORM SEWER !ATCH EIA51N 8, CUT IN ALL PIPING - NO HOT TAP FOR HYDRANT. ' is X1 5T, tt$. Tra T►-(('" �df+••T - ",i-I Tf-il� Ab"^.t?/1, LINES AND FIRE HYDRANTS. UFC 901.3 EXISTING STORM SEWEQ C�� ® MANHOLE [Af K 1 ,. �1'•'11� �•vJ+-( revised � C. AU. TESTING OF PIPE SHALL APPLY. 15. CONTRACTOR TO COORDINATE PRIVATE UTILITY SERVICES (POWER, CABLE, x '""�I+'•�'■w•�•�+�•�� NEW WATER , u-nLITY POLE v �- �.3 TELEPHONE, GAS) WITH LOCAL UTILITY F'ROVIDFP LOCATION Of ANY C. ELECTRICAL POWER FOR SUMP PDF` IS P1tE►Eb/pnYLIGHT TO CURB. ) I 04 ' M►-------- EXISTING WATER FIRE HYDRANT r} PIPING. METrRS, VAULTS. TRANSFORMERS, PEUE�,TALS, ETC. 10 BE -- ------ EXISTING FIRE WATER I METER ��•/-� COORDINATED WITH ARCHITECi/UWNEP 'TRENCHING AND CONDUIT TO BE EX;STING GAS j-_) �'' I ( PROVIDED BY CONTRACTOR UNLESS OTHERWISE DIRECTED BY UTILITY {,� r- PROVIDER. shell"f nu. z EXISTING ELECTRICAL E'_.1 V UTILITY VAULT 1``�•�j' EXISTING TEI.F•PHONf LINE. I.,.1 ® TRANSFORMER AND PAD IE. tNVf.RT LIENATION ,�:. .:�,' L- (` f � ' . C.D. CLEAN OUT ,, LIGHT POLE - SITE UTILITYAROSION CONTROL PLAN --_ C /\j C/ 7 WALL MOUNTED LIGHT - -- MH MAN HOLE • � r ,� i' , ;r CB CATGF: BASIN < K FIRE DEPARTMENT CONNECTION I � + htl H VALVE r. „ ;l' LEWIS & VAN VLEET INC, ') O CLEANOUT CONSaTI G 10NIGNE-PS w boones ferri r. i 'f1iRUST B!OCK 18660 stualottn, oregdn 9706!. P -3 88k-!!605 phimp Durham i d 9725 3� 885-1209 ray PLM2(N)4-00155 ' City of T;gdrd I of � Plans �'•.� Approver OFFICE CO VY Fay . tato _ M6 / z /w)0 4 pl .. o14i11 ., .. . ,:..... ,., , - .. '>�i�. V •S�': Ib" i Y•r....:3. fNrstl d, .�^•`atrYrY"7!`�•. t ,..h13�1 a'�'.�?a,. ... . 11 I II III+I III II 1 4 S II I i I Il+li,t i 11{1 tfll 1 If . , 1• +"•' .. u " MIAMI + t 1, 111 Il111 H 1IB11I��' i , i it11I , I ilt It1 111111TIT 0 11 1Lp 13 I 2 3 27tt) I�. I4 a, 2 �I r.t 4 29 26 2 Y �o4 : . , n1, ! 1. I f• • q.: I 4' t i p' Z J1 a� ...... ." . , wee it' �. .Y.WYY'Y!'� i- iW.��w_L.:d[LILr �r_,u,. -.-_ -_ y5u„�r'_.1�:.�- .�,1a___ _ ..�-J.:.yrt•.e-___ .....Ie�..- 1Y.�_.. .-... .. .._... ._--...._r4� .- __._.. _ --.-._.... ... ......r.._..._.-._._ __.,._..- -._..-. ..: ..--...__:..._,._. 4._m._._..._,._.. _..._..._...,._.._a_�._.�......._...__..__.i,.-.�._..._ ..._ .._._-._-.�__�-....�._y...1.....,._.rws..reaar�:...u...�-�.�,._,_,...a--,. u-t x Y rti< e_ r IUP OF bANK ELEVATION 210.0 r-Ys"x2" SQUARE EDGE r / FLA f BAR +, • i ll 11 CITY WATER DEPT STANDARDS PLUMBING COD i. i I I j I I! 1 . -- ---- ---- ---'- ----- - OVERFIOW EL[:V 209.0 \� v \ - _ _ DETENTION SURFACE-ELEV 209 1) - _ t - RIM ELEVATION U° ..96" ORIFICE _ -�_- THRUST BUCK - CIT APPROVED a \ - - SEE FLAN BREAK FLANGE. - -SIDEWALK 18" CAST IRON 910 �\ BACKFLOW DEVIC FOR DETENTION ) `/ 19 3' MIN. / RETAINER GLAN /- F t_ANGE COUPLING - a MIN -" l VE BOX TOP I .,.-______�-_ I.E. 208 55 ADAPTOR -- b MAX.h1Ai! / I \ �� - - -----t / 8" RISER - - __�__ F 12" MIN /\ / /; --_�7_YIF tNVRT �` 'DREGS 41 • L7W _ / T E EXISTING 6' STS \` OIL TRAP WITHS4 PLAN r -- _ yL µ 1 1 /2" -:i!4" DRAIN ROCK Amr- TS OUT POND BUTTOiA ELEV. 207.0 L CLEANOUT PLUG MEGA FLG 1 � � t FIRE Dk F'AR 1 i4E N f -' -'"""T "" - r _ �- TAR PAPER (MOISTURE BARRIER) FLG r1R EOUAl- . � �„_,` I CONNECTION tI � T EXPIRE`, 6" DUCTILE: IRON PIPE /I 6' - "�'� OPTIONAL. AT THIS 9" IE 207.0 -- d /_ � - I � I 10 GA STEEL III • � R:-_ III t 2„ MIt . � - _ _ � •�'------_-+f' AREA DRAIN i. CL ATION CAN BE ROUND � RESTRAIN ALL JOINT, W/ I OSHA APPROVED LADDER 24 h1lN 1.35" QRIFICE -�• •� 18" SUMP � • OR SQUARE. "FIELD LOK" OR EQUAL GASI!ETS WITH ALUMINUM L ADDER ''� FOR DETENTION NOTE. Q� EXTENSION BY uT1F.I rY .. 7 ELEV 2Db.5 A FVC IN l_WE DRAIN (IE-: FIANCOP 12" DRAW-RITE _ ---- --- - ___-__-- _ -- -_- ----- -- r! , - �� VAULT INt.INF AREA DRAIN, SQUARE 7R ROUND) MAY BE USED ``�., �•' CONTRAC•iOR TO SEAL ALL ,. 6" MEGALUG RETAINER ; PLAN OPENINGS IN VAULT WITH + b" - IN LANDSCAPF AREAS. GLAND (EBAA IRON) - NON SHRINK GROUT PRIOR 5 AREA DRAIN CONCRETE PIER TC BA(:KF1l_LING 3 OUTLET STRUCTURE BLOCK 6" GATE VALVE 3" M[N, 6' MAX: /'� FLG. x M.J. I�� -OUTLE t 1 _O C2 1 M.J. x 6" FLG, TEE _!�_ DRAIN TO CURB OR -'� GR[JurJD LINE _ - t -CATCH BASIN GRATE �,li)EW!,L.K WITH E'l /�N lE�f� --- � 0' �` � DAYLIGHT Cit _ of _Ti and Water ConStru ti r -'�• i E� {� - - - . _-- _. _ __ � o? Notes: I AlA I CURI"3 p l 3" MIN CLEARANCL - TT-m-n-fm 1. Ar estimated 12 percent o1 the water systern cost roust bn art deposit prior to beyinnin:f SIDEWALK ON OPENED ''+ 1 3' MIN. conRtturtion on water lines, and to r@c sive a TPW Cit of ii ! ;' ;, ,-,F ( y go:'d f ublic Works, Water DIA!r 1orl N 1 ti D• PP f BREAK FI ANGE ►o �r �� 1''r atom f approval on construction glans . •----.-_____..�.��-. r.. --_--.I __._ _b" MAX. MEGA•F"LG OR EQUAL� _ 1.v. .', CATrH ,3ASiN---� , NOTE: ,i d ;�1:. :P� 3'"'. '." i INLINE CHECK VAL VL ;1,r'\ SURF N , T► shall maintain on s f ampo the �� '' '�.___ c ,�• S'ON CORDS RODS 2. contractor sh I n e e' o TPW st I constr tior site at oil tirnes I 0 E: � P ,,. / d approved plgnc onr A Vr1?FL OW ,( ^ ) MJ, 5 1, 4° CONTRACTOR TO INSTALI_. A ---� RODENT '�' 3. c p ! 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442 OR APN'„ EQUAL FI / ::s must be in lace nrior to inslcliation of nater mains within new subdivisions 1 , MVO 3 FORT - TWO, 2 1/2" PENTAGON OPERATION NOT, OPEN LEFT WITH THE FOi_.LOWING; I CONCRETE BALLAST 3 CU. YD. --- -- / SCREEN ;;; ",• F/CT£R SACK' tr l jv il's , A. OIL RESERVOIR MIN. WHERE Fl OODING OR � STANDON _ / 4. NotifyTPW, Water Division, 48 hours prior to commencingconstruction to schedule a B. BRONZE. ACTUATION NUT HIGH GROUNDWATER E.XIS-T•-- PIPE STANI�1,i-�► '� •a ',;y; pre-Con, meeting, Telephone `,39-4171 C. BRONZE SEAT RING f (TYP,) -�� "--DRAIN TO DAYLIGHT Ilk' ,.�.,�rl•,.,. ,i, w; ,,, ;cry �`•f f ; INSTALL SUMP PLIMP '' r «,�.: I;s. .,, ,•ir rt.tt;>•. �: .. I 5. All .vork shall be in accordance with AWWA (American Water Works Assoclul;on) slandords !'1 D. WEATHER SHIELD CAF' CGNTACT CITY' FOR E. SAFETY SLEEVE COUPLING ELEVATION PUt•1P SF'EC1FlCATIf1NS INS RT SACK 6. Al work will be Inspected and approved by TPW, Water Division. 1 F THREADED STANDARD WITH 'O" RINGS FRONT VIEW I. Al. pipe and fittings shall be ductile. iron, cement-lined, of new manufacture and mode in I, C, NATIONAL STANDARD THREADS I w the U"ti Pipe shall be "Tyton" Joint ductile Iron, Class 52. Ar fittings shall he M,i 2. SAFETY CHAINS TO BE REMOVED. - 17" MIN (inset •,, al joint) unless otherwise specified. I 3, HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTFRNATE APPROVED 24" MAX LJ�, BY DISTRICT FIRE MARSHALL. FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO 130 rTor,+ �T �a {{ ; 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 8. Co ••r for ell water mains in street and ri hts-of-wn shall be 36". Backiill shall he l!I ( + 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. _ uth_1TY VAULT Oti! eEQU HILCU DOUR OF' DEVICE ;" R0ZAR FOR 9".-0 �,avei g y ") CATCH BA.S/N ---., • .HAG RFI rOSAL C. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. stze wlTl+ F,D•C. WITHOUT !•,D,C OR "EQUAL f 1, VAI,'VE BOX TO BE IN ACCORDANCE. WITH STANDARD DRAWING NO, 503 OR AS APPROVED _a 676-WA 577-WA J-3AL :a� 9. Al solve-operating nuts shall be within 36" of finished grade, otherwise 4nlve opHratin7 1 ' UJ BY ENGINEER. � 1:) CC I � 687-NA 676--WA J-SAL .,, ,, nut a%''•n-ions will be required. � 6. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 8 6106-LA 687-WA JD-3Al ` 1,2 v.F � L) k 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) 1 io 3106-LA 8106-LA - JD-3Al - I '; �,�, 2Ki/4" RL'BBF.R BLOCKS t0. Pc red concrete forest blacks at at least eight square teat of bearing surface ore I ' xCITY ENGINEER APPROVED EQUAL ON THE 4 1/2' PORT. ! TORA/ � ,. 1� -fXPANS/ON A'CSTRA/NT requirr -:t each tee, rross, and bend locations (see details for minimumgbenrirl'I areas). APPRuvco e. ( - APPRova,w. l -�PIPF • la F/LTER SACK t .3•.. EE NO SCALE i.x t ^� A-1-os 40 Non 0 � NO SCALE i l I AOUSTIN P. OUENAS I + S';° ,o't 11 A 1 . 4" x tl'-U", painted blue, shol! be installed in front of every 2-Inch water service t NCMVCERINC DEPART►,1E11T I __ -- I+�-,E►I I I I n i ''t, � f1T tiNONr[[R M L ` UWC. No. ENCINHAINC OEPARjMEN1 --------- DOUBLE HECK DETECTOR \, ,•�.", " `y�;;' loc;otil, and rtlmaHl"til@fe Until the„Waist meter IS installed. All 2-inch water 9er`aCes stoop ► li rj 13V75 sw NALL IM+11 , I do OIQW([R J? arab,aRccuN ait7 Lrn aw IIAu sego al DWG. NO. �.,I,•,`t,/ .f f consis of a MJ x 2 IPT tea and 2 IPT x 110 compression fi,t;n as monutor'tured b 1' �'- VOICE !07)M-117' TIRE HYDRANT � � I � noARD. oRccaR vrav ..F , .. �, ►1+.�';'' p 9 Y ;Ili tl 11GAIt.; 'AR Isar»6417297 -.r.•�_..- 5 Q Z vacr (sw)eJ9-A171 MARCH 1998 VALV ASSEMBLY J ( Muelle• Company, t` �I • ��- t ( 1 .J Mfbtl►, wPROVAI. O.rE I (I; II�,AF?!` r.M o1 {M-7707 _ - '�APPR9VAL CAiF I i) a 1 USSERT SACK , I 12, FIr' hydrorit assembly consists of a MJ x 6" Flg. (Flange) tee, 6" Flg. x MJ gate valve, ��" 1 SIDE VIEW MJ x "J holding spool, arid a Modem dueller Centurion fire hydrant, A-447, 6" MJ, 5-1/4" i + FIRE HYDRANT DETAIL � FIRE SERVICE VAULT c MVO, ` -port (2-2%" NST hose connection, 1-4'1h" NST pumper), 1%" pentagon operating nut, L �-2 N.T. , �1 N.T. openir't left, color: yellow; Approved Equal: Mueller Centurion A-423, Waterious r1acer 6190, k • c�� INLET BARRIER Claw 1' doilion ERO INl 1 1 0 - T 1 I , 13 E-c. ' fire hydrant shall be installed upon a pre-formed concrete block with 1'/, cubic _.-W._ �.__ .._. ___ _ -__--- - - - _ ..J _ yards :tushed 2" ?" drain rock, Tarpaper will be laid on top of the drain rock to (I i PART A. SITE UTILITIES SPECIFICATIONS (PRIVATE UTILITIES) separl' the rock from earth tl ! !" %' a h cover. { Li r A �H'•, r1 . 14. Al initory sewer Ines within 10 feet laterally or 3 feet vertically of a water main shall ✓ ' i • y '1 '+i'�'� 8.1 Ganerol, be an ,.r:d in a reinforced concrete jacket 6" thick for a distance of 10 feet on hath side ' } ►. 41 A. The work to be provided by the contractor shall consist of furnishing all labor, materials, permits, surveying, Corrugated Metal Pipe (CMP): Shall be of the type, diameter, and gauge indicated on the drawings. Pipe of the 'rossing. Where crossings are necessary, they must be made at approximately `.)ri I M supervision, coordination, and equipment necessary for the proper installation of the storm sewer system, shall be helical corrugated. Pipe and fittings ends shall be annular for a distance of 12 inches. Pipes shall degrec-, with at least 18" of separation below the wate• line q ;: .{ sanitary sewer system and the water systems that are indicated on these drawings. The work is to be be connected with 12 inch wide annular corrugated coupling bonds and 1/2 incr thick by 12 inch wide rubber completed so as to provide properly functioning systems that are acceptable to the governing authorities and gaskets. + � { PLUGGED TEF PLUGGED CROSS I as indicated on these drawings. 15. Al "wins with a static pressure up to 100 psi (pounds per -quare inch) shall be tested J LJ J BEND PI CIG OR CAP at 15( ;:al for 1 hour with a maximum loss of 5 sl. Water mnins with a static pressure .,f �'I 7. Corrugated Polyethylene (ADS N-12) Pipe: For pipe diorneters less than 243". conforming to AASHTO M294- P P , =•:`1 :• t'.;y a:; ( B. Approvals. Different jurisdictions may prohibit the use of certain construction materials and/or procedures. 851 and F677--85 Oregon State Plumbing Specialty Code and Provisions of Installation Standard 1-A-86 and g p P F• ssure for 1 hour s �. reote' than 1U0 psi shall be pressure tested nt 1.5 times the static e I � I . Do no work without approval from the proper jurisdiction. Lost of changes incurred when work has ASTM 0-2321, with c r„aximum loss of 5 psi. !, ••• Y'j proceeded without jurisdictional approval shall be the sole expense of the contractor. >y ? K Catch Basins: Shall be 24 inch round or square and 30 inch high, unless otherwise indicated, with 28 inch 16. UI satisfactory completion of testing, the new mains orrd connections to existingmains f C. Safety. The sofety (as it relates to this construction project) of workers, neighbors, and passers-by is to square standard cost-iron grate and hinged drain access plates for clean-outs, all as manufactured L,' the }Yy �•;,+ ., r Lynch Company, y shall cleaned and flushed with potable water prior to ;ilsini'e-tion. Flushing velocities shall r, 1 r be the responsibility of the contractor. assts conditions shall be Identified and corrected or identified and L ch Com an Inc., or Gratemoster Ironworks. Catch basins to be constructed of to gauge steel and r{ , ,•, -„ Ll :,•� :'.: I secured. Work methods that may cause on unsafe condition to exist shall be avoided at nil costs. to be asphalt coated after fabrication. be of at 2.5 feet per second. Disinfection shall be in accordance with AWWA Standard j C651- the State Health Division and City requirements. The continuous feed method of ! - 1 D. Drawings. Drawings provided are based on reported site conditions and dimensions. Actual site conditir,itt or Downspout Drains: Verify locations and special requirements with building elevation drawings and with roof disinfe shall be used. Disinfectingmixture shall be a chlorine-wl er r i n h 'I 1✓ f �t as utlo Ov nq 1 LATERAL PLUGGED CROSS TEE' dimensions may vary and any such variation should be reported to the engineer at the errliest orj!'c%1 tunity. plans for downspout location Adjust location as needed to assure plumb vertical downspout run. Notify free c' rine residual of 40- m 5U g/I (milligrams par liter). The disinfection mixture .rill be Unanticipated Gond t ons may require the revision of a portion of these drawings. All dimenr•ion,, shall be engineer of any discrepancy Or other problem. Drains in paved areas to be cast-iron Boll pipe or Schedule ' verified In the field by the contractor prior to fabrication or construction of any portion of the proposed 40 PVC Provide clean-out at each downspout. Use branch fitting with threaded plug for clean-out. prepay d by injecting a calcium/sodium hypochlorite and wcter solution into the pipeline of a if T � S� p �� u� ��� � meosc, '! rate while fresh (potable', water is allowed to flow throuvifi the pipeline so that the r (:��(;F24! THRV J.t v�QCK SC�.Ht•E•LS!i: work. . • Diaine in landscaped areas may be "PW Stormdroin" Series 46 with SOX compaction and with compaction chlorir +voter solution is of the specified strength. Treated (chlorinated) ( f.. (BEARING AREA OF 1NRIJST BLOCKS IN SQUARE FEF:T) E. Permits. The contractor shall arrange and a for permits, fees, service charges and Ins ections and shall p g water shah be 9 pay P 9 P verification. present the owner with o properly executed "Certificate of Inspection" prior to making application for retain n the pipeline loo enough to destroy all nons ore--formin bactrria. Typical P p Y p P g PP 9 9 Y P qt9 FITtiNG 90'BEND, TEE., OR 45' 22 1/2' 11 1/4' payment for any portion of the work. Manholes and Clean-Outs: See Sanitary Sewer Lines. retent period Is 24 hours. At the end of the 24--hour period, the pipeline is to hove o SIZE (INCHES) PLUGGED CROSS BEND BEND BEND free t- .rine residual of a least 10 mg/I. After satisfactory chlorination, flush the water F. Code. All work methods and material shall conform to oil local, state and federal requirements, regulations, C'. Sanitary Sewer Lines. from line until the water throughout the pipeline is equal chemically and bacter!ologlr.ally 4 111.9 01.3 ___. _.. and laws. to thl termane•,t sour-@ of supply. .' 6 04.0 02.1 01.3 -._ Concrete Pipe: Non-.reinforced bell and spigot pipe conforming to ASTM Standord Specification C-14 �f Closs 3, with rubber gaskets in confined groves. 8 0�'•1 03.9 02,0 01.3 8 2 Material. All materials used for the work shall be new. Trade names denote character :ind quality of Dispol' if the 6isinfection water in an approved manner. Do riot allow disinfection writer to f equipment desired and sub titutions may be approved• it in the opinion (.f the engineer, the proposed A,crylonitrite-Butodiene-Styrene (AB3) Pipe: Pipe and fittings shall be ABS and shall meet the requirements flow Ii -,) a waterway without adequate dilution or other satisfoctcry methods of reducing 1` 16.0 08.8 04.5 02..3 substitution Is expected to perform properly. All costs associated with the review and use of a proposed of ASTM 02751, for solvent cement or elostomeric gasket joints. chlorir esiduals to a safe level as mandated by DEQ. After disposal and flushing of the 16 78.4 15.5 08,0 04.0 substitution shall be the responsibility of the contractor, disinft ' on solution, there will be another 24-hour retention period prior to bacteriologirml Polyvinyl Chloride (PVC) Pipe: Pipe and fittings shall be PVC and shall rneet the requirements of .ASTM D- testis l Bacteriological tests will be taken by TPW SITE DETAILS, ?4 ti4.0 .34,9 18.1 pg,1 A. Water Lines. - g' 3034, except where the pipe cover is to be less than 15', use Schedule 40 PVC. Copper Pipe: Hard drawn, Type "L" under piping, conforming to ASTM B-88. Fittings shall be Concrete Manholes: Shall be fabricated per ASTM C-47B and shall be 48 inch diameter with o 3 foot 17 Pr rte on Eclipse No. 88 Sampling Station manufactured by Kupferte Foundry, St. Louls, li NOTFS, AND APf)VE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN wrought copper. ;older all joints and fittings. eccentric cone over 'standard sections Where manhole depths are not adequate for cones, use 8 inch th-ck MO 6:' .2. The sampling staticn shall be 2'--0" bury, with a ?" FIPT(Fernale Iron Pipe I' SPECIFICATIONS ALLOWABLE SOIL BEARING STRENGTH QF 1500 POUND Pf_R SQUARE FO'JT. TO (State Highway) flat top slabs. Use standard cast-iron frames arid covers for storm and use watertight I Threa'f) ,let, and a ?" unthreaded hose nozzle. All sampling stations h II n in a COMPUTE 8FARING AREAS FOR DIFFE:RFril TEST PRESSURES AND SOIL BEARING Ductile Iron Pipe (D.I.P ): Sholl be cement-mortar lined and shall conform to ANSI A21.51, Class 52. Ai! standard coot-iron frames and covers for sanitary sewers. p gshall be a tion s a 4 STESSES, USE THE FOLLOWING EQUATION joints shall use 0-ring rubber gaskets. Fittings shall be 125 pound class, meeting the requirements of ANSI Y locket ''. non- removable, aluminum-cost housing. When opened, the sampling station shall C110• requir key for operation, and the water will flow in an oil-brass waterway. All working y w` Corrugated Manholes: Shall be of the some material, gouge, and coating as the corrugated pipe. parts be of brass and be rernovabin from above ground with no digging. A copper vent !i t REARING AREAS (TEST PRESSURE/150)RE/t 5U) x (1500;'Spl. REARING STRESS) X (TASt.F. VALUE) rwra�.atiaau 's NOTES Polyvinyl Chloride (PVC) Pipe. ASTM D1785, Schedules 40 and 80 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE ( 8.3 Execution. _ • '- - ,. ,. tune • �r•�dard) will enable the sampling station to be pumped free of standing water to SLE DETAIL NO. 561 Polyvinyl Chloride (PVC) Pipe: AWWA C900, Clans 150 and 200, with bell and and elostomeric gasket, with prover t freezing, and to minimize bacteria growth The exterior piping will be bross, and a pr0jec I I !( I in n for cost-iron , r ,II t i 9 P ) g A. Sewer Clean-Outs: Shall be installed in the storm and sanitary systems where noted on drawings (CO) and � bt, valve shat! be provided in plane of the ,ef" ;yet cock on the vent pipe. (��� 1 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH, plain end n cast on n. auctlle-iron fittings, or with lain end for PVC elastomcrlc r askl_t fittings. , J 3 KEEP' CON^RETE CLEAR OF JOINT AND ACCESSORIES where specifically required by the governing code. Clean-outs in 'exterior paved areas shall be JOSAM 58860 4 THE REQiJiRED THRUST BEARING AREAS FOR SPECiAL CONNECTIONS ARE SHOWN Water Service: Plying, valves, backflow prevention, vaults, meters, hydrants, and connection to main line heavy duty cost-iron ar.cess box with secured cover, anchoring flanges, and cast-iron clean-out with 1R '1'("N will install all copper services arid sampling stations prior to s',rfacing of streets shall bp according to the requirements of the governing agencies serrated cut-off sections and threaded bronze lu Provide an 18" s uare b 6" thick concrete ad around Wntet meters will be installed by TPW upon individual request and da I e P 9 q y p payment by others ENG{RC!_E� ON THE PLANS �t g. 15 INDICATES 1K SQUARE: FEET E�EAR,ING the clean-out. (owne's). All water metes canner-ted to an Irrigation system must haus the proper rtreyon 'i �•'•�-� AREA REQUIRED. Alternate materials may be used if approver' by the governing agency and the 1997 Stu'e of Oregon I 5 Ii` NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL HE AINCIGA5 I "Plumbing Specialty Code" State tpproved backflow prevention device , minimum of a DCVA (Double Check Valve B. Bedding: Bed all piping on a 4 inch thick layer of sand or 3/4 inch minus crushed rock. Inspection r,f the Assen� �,) Installed on the property side of the water meter. In addiifon, raver mett+.r irn 1 I I' ���l���•� PREF%TED :480�f:, A7.OW IF NECESSARY, Ti) CONFORM TO THE TEST excavated trench by the engineer may provide for the use of compacted native material for bedding. I y :I ! Pi;ECIAL,<E(S) AND Ai,LOWAbLF SAIL BEARING STRESS(ES) STATED IN THE ' B. St,rm Water [Ines. Pro,Jde owner with leductive alternate for use of native bedding material. Bedding shall be removed to the comfy al, multi-family, industrial, and institutional service, regardless of SJze, shall have• the I 04••0-04 ( ShECIAL. PROVISIONS, necessary depth for piping bels and couplings to maintain contact of the pipe on Hie bedding for its entire propel, Oregon State •-1pproved backflow prevention device minimum of n DCVA Instrillold nr, the {rr l� 6 BEARING All AND SPECIAL. BLOCKING DETAILS SHOWN ON PLANS TO E I Polyvinyl Chloride (PVC) Wipe: Pipe and fittings shall be PVC and shall meet the requiternents of ASTM 1) - length. PRESiDENCE OVER BE ARING aRE.A5 AND BLOCKING DETAILS SHOWN ON 3034, except where the pipe cover is to be less thou 15" or line is under or within 5' of bunt ing, use propeoy side of the r,,rter, The backflow prevention )evice shall be installed and tested by Schedule 40 PYi' C. Precover: Cover the pipe to a minimum depth of 5 Inches with compacted sand or 3 / 4 Inch minus i fH;5 STANDARD DETAIL BEARING A17Ea OF THRUST BLOCK; ARF iN SQUARE y the a•:ner, with the results forwarded to TPW Water Division, before water services can begin. ,,• 1 r FEE T. c crushed rock. Inspection of the excavated trench by the engineer may provide for the use of compacted -T Concrete Pipe: Non rrinforced bell and spigot pipe conforming to ASTM :Standard Specificr•Ilon C-14, native material precover. Provide the owner with deductive olternate for use of native precover material 9. UI ' completion of installation of the water system, the contractor or owner st ill ndvi"V i 1 hrl r riE Class with rubber gaskets in confined Groves. TPW , he total c 7nstructlon costs to which will be added in7k for TPW ir.•;pectlon N Ir,•r Asuium F. t llAf P Y P q loss ,erhecld, administration, sam Ilia , etc. and 2% for engineeringh,- EMWNFE1e1tat1EMINtfltEteT f STANDARD TH�iI.JSr - 17. Backfill: All backfill for site utilities shall b@ laced in la nis and coin acted as required by Se:tlon F. f g review, iectio "-" Soil Pipe. Traffic ureas where ewer is lest than 15" hub ands spigot cast-iron t , or 5rhedule 52 ductile ,s,n sr. , Sys 1 Gtr etelRetite rrlvt: No. P ( ) P g P p' paragraph 5, unless otherwise specified on the pinns "ns-b lilts" drawings, a dotin molter ma, ir, C2 il RUM urtaarM13 -i iron bell and spigot with fitting9 conforming to ASTM A-74, with rubber "0" ring geskets in confined grocives 9 P q ll . tersection maps, atr:. MAIICN Ililtl BLOCK �� !^ 1 or with .-;rn,rerslon t•pe casket fittin. t E. Grading: Following backfilling grade trenches to the level of surrounding soil All a+cess soil shall bo I All Iwo ere ryt7 _._ .J l7 CJ 1 , 1 q'. >sAx I Perforated Pipe: Corrugated high den-,,ity Polyethylene (IIDPF perforated pipe and shall rneet the disposed of off-site, unless otherwise V T P d ectec y the enginner. OPER!•'10N '')F VALVES IN HE TiGARD WATER 5fRV!CF APrA I, r'pr;FtlnlTrfl e it � b d requirements ;if ASTIJ F--40.) LFWIS & VAN VLEET INC. THRUST BLOCK DETAIL CONSULTIWv ENGINEEi7S -. Galvanized Steel Pipe: Shat! conform to the requiremnr,ts for ASTM A--102 SLhedulr+ 40, with shot-dip 1866 Y r , 9725 galvanized coating aside and outsWe sw t'aone>o ferr I)Uth8I11 iZ(I N"f S ya i 'ng i �''. to latin, Oregon 97062 1 IA42004-Oti1S5 8 .. of 4 8lt5- f,US phone -, RL03 tt>75 ,t;%tit, 1 rx ., m...,•.+,.,..�. .:, JMg1eRx. . _ •. 0!!:'►1@"e'k'w'.w"•".+.urtfw?w+e+"cwm.....•.v.n.ws►.,.+.w�..r-,.,,:,.,w:,r�..s+•".er!sGtrNM�+'wr'°"Int'/SMRMRM4RIAiE�":RrIWKpW+an«,;; IF,b,` �L.. ,•S 4^'- ;+sam �a.•,,.,', C�!i ' !.'till I l ! IIF 1 it . i(111111 LIi I t tt Lt 1 '1f1 i I tN li ' I :III i It H + t 1Ii1 tl!1'I►tl II!! 11111;11'Itil'rllll!lli 1t.1 1 Itnl;:: ;!, . 1 , 1 ` - j d I 3 4 tf! [ 1 1 ! I 0J 14 j t rl I I i I I i. Ilililllll I! i I': ilt;�llili:ll i LE41!lN.1'fY STRIP I 1 I , I I � �•� . 1 6 1 , 19 19 2U 21 22 23 24 29 26 r 7 28 c^0 .30 10RIt!n.l CRI . I a• 4�� ��rt ' , ,_,.. .. , ., .. ;:; ,�•., ' ,_, .1 e5;xk til r� Mr1N: (� , �e , y , I i t -.. .- ... ire. ... ... .. - IR9�;:. iL r � ,r4 / 4f V / 1 CP w I EXTEND NEW 8" STORM LINE FROM X I T. I D (` ! ° r i v E FQ E E OM OUTLET F Y 56237 J STRUCTURE TO EXISTING 8' STORM I,NE• 400 AT , ONL'f REMOVE EXIS 1NG 6" STC ORM LINE �jV' ►-+T W&OUP z XP!'*?_'10 54' ,V TM 10-4 lb 01V ,��) r` tP�1o►.q M'F''1of. xl Y. p1/rdi�ll� �dc�cs� ., COP-1NCW`1 I ,lY! 1.. , w , ! nr X 1°.�T F E h-+G !T O t M A I► J n'O v'1 :�. X11 .-�, S �^ � � oKNE4 N W"4"SAN I y ! ,m .'. • a +d = ? i OF f'► ,l�rvlr,.ti.ry ` - ��� �1! ; t t`� SAN 1 EXPIRES: 12/31; C Cj 000 d, 12 1 C 4b'a.�1 �' �✓ l � ., c„� C VIE ��5t , / 'r �fl� f VERY 4�, 1�" �flQA,1� eta^ Q► • 1• '1 ` Its,, ! • ..` ... .�. _ 1 f • _ _ i �/ 1 ►'s H1lM 4 uCK .,,�.... .� --- SI _ MA*Lf of - a,C�'� 1{ �X �.-�•,,4• •�,, yL i Ilri� � �; 1�. j�^y-���,.� _ �� 1 -l�l�f'��+ � � i ,�• � • s� 1 Y. - "'J 6 lUA 1Y -- -- - - - 1' Q "� lWt►1 "�► a l_. 000 L.AVVH - t ti; I (fl.5ft TOC ( ` • I e CW 1H1 j ;� �, ��f ' n ux; <�Hb\C p ► ,!�` 1�1Z •� -EX13,1Cf 1G i ��� a'`� �t•!.� �� 1 +�. " P) K V ,•i 4 r+1 r + + �0 -.� - _4w 8(?2b SE 21�1 IivHfu►9 ba�� • Q� .� '... a �,. 1� 1 1. w •• 4 I -_x��� K TO FXINSTiW SCA TS C� ��97202 PI" • INLET BAIIIER, TYPICAL RIM 206.3 Pr1cX16 503 248 088 MSN , > e a+tn �� �`"/j� - i r/�J •' 3 INLETS. iSEE GETAIL 8'IE IN .60t� ( I � ..)a 4 2I - - I f t C2 8"IE QUT 4. E'A 15+T. P L,S , T A!r"115.411, tt,, EXISTING FI OW sDtUQTUPE 2 • _t•' _ . 1 + Sa�.•r rI�.c!� EXISTING Q"mss 10 IE IN(W) , .67 _ - -- ro p v 1 G I !�! l T Y �.. I Fi G A.W. 6 IE OUT 7.17 I e x,+r, _ N�� ` 1 FR W FL0ON 5TRTU E C i 8"IE nu 7 M,��wwl -�..,.�, . o ..._._. - S --�-- ► _ 4.p KEYNOTES: 10 E::ISTING STORMWATER POND TO BE ENLARGED TO ADD APPROXIMA ED 300 CF OF STORAGE VOLUME. RE-GRADE POND TO WIDEN BY APPPDX- ._ __._._._ __._._....._.. .• Y 6' TO THE WEST AND iG' TO THE SOUTH. ✓° I 1 U EXISIING FLOW CONTROL STRUCTURE HAS A 3/8" ORIFICE IN THE Oi TURNDOWN FOR THE 6" OUTLET PIPE. INCREASE THE SIZE OF THE �I�� __ �" _ t •_ 1 ORIFICE TO 1.66" FOR THE NEW WATER QUAUTY FLC'WRATE t 6 4"IE 211.13 0!p ! ` }., [ i (2) REMOVEEXISTINP 8' BYPASS LINE. DAYLIGHT 8• OVERFLOW PIPE �`Ow LI DIRECTLY INTO OND. 8'IE 208.5± INSTAL 1.0 CY, MINIMUM, OF DS, Q (TYPICAL THIS SIDE) � o � _-_ __ 1 ati CLASS 100 RIP-RAP AT OUTFALL. R*let.^ 4 IE 211.65 r16 t7v E 'IA�'T 1p (TYPICAL THIS SIDE) e r' ,0rH IFr 0 AIJti W I � � 4 BERM EDGE OF POND TO ELEVATION 210 TO PROVIDE 1.0' OF FREEBOARD 1 J�a',Ta i .�� I \ a �"-"- • ` P., --• -y �- aHo► ABOVE MAXIMUM WATER SURFACE ELEVATION OF 209.0 w `' } INSTALL OUTLET FLOW CONTROL STRUCTURE FOR DETENTION. SEE DETAIL •L L i � ^ `,wAJWE• f K ! --•- _ jsaiy V'"7� �.� 1 ,j 4'S 0. I J �,� t� �'•.u�f� I� SHEET C2. +.J C 7k :ST. R1�^1A� \ \ L--- - -'-• �� = • y ; �Q,; -� -' - - I (i V II 6 STORM LINE MATERIAL UNDER PROPOSED t,'DITION TO BE PER �` 1 _ , e nuc ,LT ! G7 / �/ ( ----SAN • Ci►TV erTtuS O CONSTRUCTION NOTE 5. Ur �J. -• S11 / •���b ,,1 ►.Ic,w N LIT►�� O EXISTING DOMESTIC WATEP LINE UNDER PROPOSED BUILDING TO REMAIN �� Y � fir - O , / �"� t PIPE MATERIAL AND COVER TO BE PER PLUMBING CODE. 1 5 • • a _ �,.tM 1 N AI►T t / , bGo ? I ? •5 -- �. .✓1 d' ' K.1 NG rh �, 1.�� • �w���K PI) * ro r�rc �r ��4/0��� 1 i f� 0 DOWNSPOUT LOCATIONS ARE AFPROxIMATE SEE ARCHITECTURAL PLAN'_ - S2 I c. FOR ACTUAL LOCATIONS. Cr t -- �.► NE N �Thl►^1•y _ 2!I,!O r O9 FIRE SERACE VAULT SEE DETAIL SHEET SITE WORK CONTRACTOk TCI T p� PROPOSED ADDITION DS 2 ��S'T. � � A. INSTALL FIRE SERVICE VAULT AND DOUBLE DETECTOR CHECK RSSEMEL � E y i �`� B. COORDINATE FIRE SERVICE LINE SIZES Wllli FIRE SPRINKLER DESIGNER. &X►sT. NEW S C.G. FF 2 3.15 _ �x 4 C. PROODE GRAVITY DRAINAGE OR SUMP PUMP I E. GRUNDFOS MODEL '�" BOSS 2.00) AND PROVIDE PIPING TO A-PROVED DISCHARGE LOCATION r S Z d 1- A��p� T p 1 fes` i D. PROVIDE (2) 1" DIAMETER SCHEDULE 40 PVC CONDUITS FR 3M FIRE I I•- \ v� EX15T 2 _ REP CF EXI TIV $t ST P"��I� ^IN ""rWiEN �I11r „ f N \ RIM 2 .5 "��' - •O F1 ��• 1*^�►i')-4 40 A0.rIC \'\ , I I� ,� , ,� • \' VAULT TO ELECTRICAL ROOM LOCATION JU 1, wyus „ N-W 01' 0. 0 /r Cd1v P'1i ao y _I /� / L► 13• 72 , t E. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE SERVICE TO �. T 7 OAK W/ti 6,b[':1 T Y t•• • Zee B E ,• �,.T 1 SUMP PIMP. 6'ST 3 GAK I/r. . I,1.. • Q'1, J F. PROJ!UF Tr,r,IaER SWITCH. 51 EXIST STS C.O. �w•'I x u I J! / IE 1.6 l- 10'IE 210.07 . m T Ds �a'. : ��'' 05 4 ..._.. _ �' s.,I � GENERAL UTILITY NOTES: -- � iG \ 1 /' : 1 �" �'`' Y1 tE M A I Ir.l /t�1'' ..- � �• �" }�� y -U -�LI Y`�J f .,, CL Q0 -- p�aw•�KlNG+ Afi"�EA I t�) { J� 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL STATE AND :vtV I'r OP -- 1 LOCAL JURISDICITONS, AND THE CURRENT EDITION OF THE UNIFORM = r. �r ;� �� , „ A14lO►"TlOF�i __ ` I PLUMBING CODE AND UNIFORM BUILDING COLE. '-� s U ,. � , ( 4A 1c '-'-'-"--�'- n 1 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: FIRE LINES: Q `t 2►�° + f /'� 14c. DUCTILE IRON. TITAN JOINT, CONFORMING TO AViVA C-151, CLASS 52 ' L1S7 YxJ ( -- _•---.___.____ _..__._._ _ _ -r I ST: ANC STERILIZE AS REQUIRED BY LOCA! WATER Lr I TE TEST DEPART' ANC UNIFORM PLUMBING CODE.00, �.,.. EX: n NG S6 DSa p�18 5i 1 3. TERMING ILGIN11 FIRE SERVICE AT 5' FR01.1 BUILDING. DS 7 __.,_ -._ 4. FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS AND SIZES TO BE �„� w COORDINATED WITH SPRINKLER CONTRACTOR. PLACEMENT MUST BE AREA DRAIN - J % �-- WITHIN 70' OF FIRE HYDRANT. cc `- ARCHIT7`CTUR 5• ALL STORM AND SANITARY SEWER LINES UNDER OR WITHIN 5' OF THE \ ! -1J, f• \ ILO �Ip•o� LIv►►T 'f ) i OUTSIDE OF THE BUILDING OR WITH LESS THAN 15. OF COVER SHALL BE M L1 SCHED. 40 D.W.V., D.!.P., OR 0900. ALL. OTHER SEWER LINES MAY BE I \114.A'I :^ P- MP 4�a +-►4vwRY L---------- PVC 3034 MATERIAL, UNLESS NOTED OTHERWISE r AII .� .CXYWV4 .ICIDYti/H L.lt�/fr•J AN 00,oLr-o; _ J \ s►tT "F.F--------- I • T 6. PROVIDE CLEANOUTS AS REQUIRED IN T}1_ CURRENT UNIFORM PLUMBING , SECTION 1 003.4, NOTE. ALL CHAPTER 7. SREQIU!RED CLEANOU S MAECTION 707 AND 719, Y NOT PHERSHOWN ON THE 0 PLANS. CLEANOUTS TO BE INSTALLED AT ALL DOWNSPOUT LOCATIONS. f Gla r ` ) / I-co •'-o• A'•o• .c" IF'•�' -!e" s.ti" `' / • I ?. E`(ISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE BASED ON FIELD j 1 ; k� 'r1. OBSERVATION AND CITY RECORDS CONTRACTOR 'SHALL. VERIFf AND w / CONFIRM EXISTING CONDITIONS PRIOR TO COMMENCING WORk. NOTIFY C1J z �. Fletr+►1+15 tH �+ _ ExR1S�r CB 14 �----- -' -- - •.�� �\` ENGINEER OF D'SCREPANCIES. .._1 li t .� �_ M t g"1' !►..��j, IE 21 S 4 I �� '�, �t �j`T I �„�� _ / j L- 8 THE WORKING DRAWING., APE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION 'N M 3 1 s �''�r'"IK'1 V-4 C.2 �.. \�. THC SPACE PROVIDED. THEY 00 NOT SHOW EVERY DIMENSION, I L •'� - \ �1 ♦ COMPONENT PIECE, SECTION, JOINT OP FITTING REQUIRED TO COMPLETE /ro THE PROJECT. ALL LOCATIONS FCR WORK SHALL BE CHECKED AND PINQ U COORDINATED NTH EXISTING CONDITIONS IN THE FIELD BEFORE 9.1 � � \ / �f N ` BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS CF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, .•.e...�r• , It II t . !' r I "-1 • J ``�` h , - r T. H� SIZE AND LOCATION BYUNCOVER'NG, PROVIDING SUCH IS PERMITTED BY 't 1 4 LOCAL PUBLIC AUTHORITIES NTH ,JURISDICTION, BEFORE BEGINNING �f l��► .1 ' " �E^' 1 , `• ,� - •i �, �•, CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY t • 6I. r' ( 9 I DISCREP AM uIES.(I b Y, 2 G 4 IC11"NIv` • I / / 1 1 9. WORK WITHIN THE PUBLIC R.U.W MAY REQUIRE A PUBLIC WORKS PERMIT. "Sit r --� �y ' I/ 10 ADJUST Al-,,- MANHOLE RIMS TO FINISH GRADE, WHERE REQUIRED. r,.. \ I o (�. '�" � • Ig„ �" ® • SKr. •_ „ • .9 !i" • "� ``' • /` /,�l !4" . �. Ly C.• J` �.j� . I . SfT� lfTlLffY AND ��/ YCA►"t4 �{ Jam'• Old I.0 W 4�f, $YCAMnE ' rr i17v� SPYCA�I+�A�' y'3r-/� 1t, UTILITIES SHOWN TERMINATE 5' FROM BUILDING. ;EE E(`�Q$1 �: Q[_ _ .�.....��. F. .. - -. PLUMBING/MECHANICAL PLANS FOR CONTINUATION WITHIN BUILDING, g T.iaa- SI tlO*w A1.1f�V ; I CONFIRM LOCATIONS PRIOR TO CONSTRUCTION. PLAN 44 � s t��e►gY. L 1�'c^we 7. ALL FIRE HYDRAIdTS TO OE PLACED .3' MIN. FROM BACK OF URB -1v� r- - 91'_��! 13. INSTALLATION OF THE UNDERGROUND FIRE LINE TO BE !NSTALI_ED AS S 1 fir, . � , w, i---..• bFx1f*"r. frtrngr- �lxL>�SIT, p"r.p W PER 1995 EDITION OF NFPA 24. ......... 1 ~ ,./ __ w • 12*W w^-�►►', �© w w w ---•----- w -- ,2 w---------__--. w ---------------- w - N __.-_.- . . _- --- �' -- - -- --- -- ____ w ,�"W . _.�_ � _,. __._.__ � r "'I W1' SAWT tH 4 t+ INT, ;pig p W I�(, 14. ALL OEDDING AND BACKF'1LL!NG MATERIAL AND INSTALLATION SHALL ��ro e , t 1")0 W. 06tT�Ec' T 1+Q" 9%,_O, t ' MEET THE PIPING MANUFACTURER'S SPECIFICATION REQUIREMENTS, ALONG 3_2 '_Q_ _ _ WITH A MINIMUM DEPTH OF BURIAL. WHEN FIRE PROTECTION, INCLUDING 03250 V'11GNT 1'1,�p"'1f,+1 � '� '" _ I 11•Kv„ TEE VATH THRUST BLOCK a5tr,P-NV,^-tION FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE �?t•.►�.`( PROTEC,.ON, 15 REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALI- I FOR FIRE SERVICE M"1!►,� W0►I""tw rup 'F• date Ill - 0"-t r-�rvraY-oG - wa„ BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND MAINTAINED '--'- --' - �UIL.IIO v4CP I15 ALS, wf1A THROUGHOUT THE TIME OF CONSTRUCTION. THIS INCLUDES FIELD 04-08-04 IIY-! *T. ft TD TMP-1oA►T F.; THtL, A,',,,. INSPECTIONS, FLUSHING ANO TESTING, AND FULL APPROVAL OF ALL FIRE �aFlr A? )R I eaT, C1''�+IvlwVAY LINES AND FIRE HYDRANTS UFC 901 3 ('ev I Sed 15 CONTRACTOR TO COORDINATE PRIVATE UTILITY SERMCES (POWER, CABLE, TELEPHONE, GAS) WITH LOCAL UTILITY PROVIDER, LOCATION OF ANY PIPING, METERS, VAULTS, TRANSFORMERS, PEDESTALS, ETC TO BE COORDINATED WITH ARCHITECT/OWNER. TRENCHING AND CONDUIT TO BE PROVIDED BY CONTRACTOR UNLESS OTHERWISE DIRECTED BY UTILITY sheet (ice, " PR0140ER. APMItE►'V�!�/LAMAsprCIMA .,..,`�,; tlNt't,11D1!UK-AIFTACNI!de �+A SITE UTILITY EROSION CONTROL FLAN CITY FTI -�STRIK-MRAT1O,CAWS � �. ,_..,, C O G AR D FP OR m� a 17-20 App ire �K.... . . ..... H tYfECN S�tI1ti I Q r c d Si+� � v,.,.l. .lal�r ,11 (. n I oral) Approved_ Apt,ruve� ITY F 4 r b• I., - 2 of For only the work alit de.crbec!1n: t-�� 1..: � . ...' ,� ... ,x �e •+xrti T NO. '!_Dlol :,,>ndltl�nAlly aF,�rov,�........ ...........,. -..... .t 1; LEWIS VA T INC. y... `:.. See LPERMetter o Follow .... ( F PERM T NOw _ __ .. "„"' w TNG f r .S _..._ ""' Sow eltef tc FrAow.. i ...... i966 s boom" y '1)urhum Rd 9725 ,,;•y+,�''R - .: ,... -„ .. ., .. I Io0lln, ureynn g i ' .. Attach ..� f►1en11illA vo } '� 150-11 885 05 phone ('[.M2()(W-fHl( tax ; _ -_ tw Thi_ . Job ass' _ X �••+• 50 T 9R5-1206 fn, ( gS R �r a.� � � ' to ;Sea ,' Wal ' ('LCi � t E OFFICE COPY ,I911111!1,IIIIII NOR"4-IMP ry . C LEST111 I .1 p uf , a I., Nlill 1 I M 11 r s. �.•I� ..'-•' Cl I I I 1. 1 1 1 ! 1 i I ` ; 11 11 i ,.h I q x 1 O ( ( 12 (7 y� I a I9 I }# 17 10 2eI 21 22 23 24 2'8 2a 27 28 2S 3b C.nm.I�e le b 1 ,y !' JLill Idall,is • I , i v 1' ,i: a, �• ,t°',,x r -k ,i 11 •`a' I''�- ';�;�. �• "�+ � �•.,i',i i'�,.fir` I I � u+ r . u d r ; 41 56237 5- 1 LOCAL WAFER TO LOCAL PLUMBING p OREG THRUST 9LOCK �o v DISTRICT APPROVED DISTRICT STANDARDS CODE STANDARDS 7ti TOP OF HANK RETAINER GLAND �J�� ACK ' DEY1? �- _ ELE VA TION 210.0 1 MIN i' SPOOL FLG"r P.E. - -- - - _.��. \ — - --- FLANGE CttUPLINC ADAPTOR EXPIRES t2!31/b OVERFLOW ELFV 209.0- DLXR1ft(XI _W f� EILV_ �Q L O w - _ - -- 1.96' ORIFICE,_ _ _ „�rDEt . ET20TI55 -I.E. 2D8 b5 ` �� I 0 RISER �a ori CONTRACTOR TO SEAL ALL t /!,'` OPENINGS IN VAUL f IMTH tW' i - T -T `4 /---- A''C'e� B,S/N GRArf NON-SHRINk GROUT 24' MIN PRIOR TO BACKFILLING FIRE DE'P'ARTMENTSys (XJT t�111ti�C1 • p10t11tE�F -- EbSnHG • ST'S POND BOTTOM ELEV. 207.Q CONNECTION 8026 SE i_ .- __ _ _.�__-- .___ „7-� - l _ _ Purloins, Or)st Au1s 7204 _m •Ta a ��' OSHA APPROVED LADDER - ��_ WITH ALUMINUM :ADDER '+-r _, -- -- `(; T��j +' Phn►xs b03�48'1U88 • II1 111 II I I EXTENSION BY UTILITY VAULT -- 8' IE 207.0 " PLAN WCH BAS/N-- "yy y'; �M, SUSbfNS/ON CORDS/iAOUS 1 A' SUMP .:' 1.35' ORIFI:,[ 1_ -DRAIN TO CURB OR 1, T -" ( STORM DRAIN -i tr &,E-W OW FOR DETENT'i0N 3" MIN_- fi �I ---- ELE V 208.5 G.'Ql?UNU UNE -��— ` 4' 6• - - _. -•-FlL,fR SACK F 1 OUTLET STRUCTURE —r' MIN r..�, �:.,.�.. •r,.sr:;y '�r' C-OU Tt E 1 1 -0 CLEARANCE ON (.1 vG�ii � ossa , ..� � � 04MIf CHFCK VALVE I�1SERT S6QK 000 FRONT VIEW -,6%2' SULIARE EDGE — - _ - -—1 �RCREN FLAT BAF CONTRACTOR TO INSTALL _ I- CONCJ�tcTE BALLAST 3 cy I i iZ• IINd / MIN. WIiERE FLOODING OR - _ �I - / l r RIM ELEVATION FMLN GROUNDWATER EXIST. _r 1 / �� ;'; !" RE9AR FOR t SEE FLAK CAIC•y BIS/N ;' BAG RCUOVAL DRAIN TO DAYLIGHT OR �K ---- - - INSTALL SUMP PUMP � ELEVATION CONTACT DISTRICT FOR 0 PUMP SPECIFICATIONS ?fir 1,314' RUBBER BLOCKS FIRE LINE DOUBLE CHECK DETECTOR �� \ W -+ ---1 - �t Ik�E�• ' S1'ORA/ �� �' fXRANS/ON RfSTRA/NT ._ ciF F PL AN T 1 SCALE� � :.• Oil- '(RAP HATH 4" �N�-- '-�=^_LE P/Pf •tis %i 1�F/L?rR Si.ICK . 'L GLEAN�JU1 PWG UTILITY VAULT OR "EQUAL r BILCO DOOR "fir SIZE +MTH F.D.C. WITTiQUT F.D.C. OR •EQUAL + a 10 GA STFFL —" ' AREA DRAIN _ 676-WA - 5?7-WA J-SAL n_ 8 687-WA 676-WA J-5AL CAN BE ROUND - _- wA JD-dAL INERT SACK { l- OR SQUARE. 0 5108-LA�. 5806-LA JD-SAL SIDE VIEW' NOTE: � .r. A PVC IN LSNE DRAIN (IE: RANCOR 17.' DRAIN-RITE � DISTRICT ENGINEER APPROVED EQUAL INLINE AREA DRAIN, SQUARE C`R ROUND) MAY BE USED IN LANDSCAPE AREAS. 2 AREA DRAIN -`I FIRF SERVICE VAULT 4 INLET BARRIER A r. C-F\AULT �) ERO-INLT 1/2 1'77 7 d .L Q cr L,i,j Q Q PART B , St'"it C7'LITIES A. Wager. tines. co.rrrugi.ed coupling bands and 1/2 inch thick by 12 inch wine rubber 8 3 2tecution. a Uj Copper Pipe; Hard drawn, ':fie "L" underground piping, conforming geskets. 9. 1 General . to ASTM B-oil - lcittirIgs shall be wrougbr soppier. Solder all joints Corz.,gated Polyethylene tACS N-1'1) Pipe: For pipe diameters . @AS 11. Sever Clean-Jugs: Steal: be insta.led in the stout anis sanir.er} and fit_erngr, than 243 " r conforming to AASHTO M294-651 and P477-85 Orego•t State systems where noted on drawings (CO, and where specifically N A. The work to be provideQ by r::e .•cnrraccar wall Canatr�. of Plumbing 5pac:a:ty Cade and e'z•ovisions of TnetrllatLon Standard 1- required by the 9*verninq code. Clean-out.* in c,xterior paved a:eaa � f'atnishing all labor, materiale DOM".", 0+ rveying, sruperti•ieion, Ductile iron Pipe (L),I.Pr1 : Shall be cernant-troYtar ly.r,ad anis §hail shall hw anchoring g Il heavy duty cast -iron C acresb box with serrated � coordination, and tsq-jipment necessary for tie proper installa..on conform to ANSI A21. 51, Claaa 2 All joints chat: use 0-ring A-B6 and ASrr+ >7-23?t . cover, anchoring granges, and cost -iron c.ean our wir_?•I Serrated of the storm §ewer system, sanitary sewer. system and the water rubber gaskets. FiLtinge shall be 125 pound clam", meeting the CArch Basins: Shali. be 24 inch round or squAr•_ and 30 irn,", :_7r,, cut-�f! sections and threaded biome.§ plug. ?rov.tde oa 18 " oqu�tc system 11iaL ire indicated an r.T.eae dxawingc• The work is to be ..eQuixents of ANSI C110. 6 " thick concrete ad around the c:ear.-o'at . p et so a.• to provide on theme frawinoz.iag he tons that are uniese othel-wige ir.."Icated, with 29 inch square standard cast-Tion t`Y p t,-ov%plat P X sJ..) Pi ASTM 1)'1785, Schedu-es 4(1 dn(c 80 grate and hinged drain ACC6ee plates for clean" sutra, all ac a::ce retie tr the gc,varning authorities and as indictared an these polyvinyl Chlorith! ' ^ pe' rnerufacl tired by the Lynch Company, :nc. , or by Gratemas:er F . Bedding: Red all piping on a a nth th.icl, layer of sen; or 3i� draw r e, Claes 15C and 20C, with Ironwork,". Catch basirs to be constructed of 10 gaui;e esteei and to fine: minus crushed rook. Inspect.- on cf thk vxnavated trench by t;e polyvinyl Chloride ;yvC) Pipe: AW01A 0900, be a9phalt Coated after fabrication• engineer may provi a for the use of compacted native material for a,_ffazent urisdictionp may prohibit the use of c�=rtain bel. end and elastomer seeker., ,+ith plain end fir riser-iron or bedding. Frrn►fide owner with deductYv► alternate for use of nit-LV!? V. j►pprcva 1 s- j iuctiru> materials urisdi procedures . DC Dt the withoat ductile iron fittinme Cr with plain oris for PVC ei.asto:nevic yag'Kct « C�eins: Verify locatiot�R and gpert�,l requ ; rerrerte with bedding material . Nedding shall be removed to the necesoary dept I-. Sheet title :Chet t�Uw, A .,.,, approval from L►te proper uri+ad�c�.:an Cast of changes incurred fittings• for i �n be' le and couplinc�e tc naintair. contact of the pipe or. appswhei, wank has .reseeded wJttsout �1.-.cn rCoor`al §changes *hall ed building .lev4tioll drawinge and wi;ir socf p:ar:m far downspout p F 9 ' rs backflow revenr.ic:n, caul'•.,;, location. Adjust location as needed to assure plumb vertica. the bedding for its entire length the cola expense a` the contractor taster 9.rvic:e: P:piny, vel,"v p hydrant§. and connection to main line *hall be according a datmalpou* run. Notify engineer at any dieczspancy or o:%her pzecvver : Cover t•'ra pipe t0 a Itirlitn',�rr dant" of S inchQl� with Meters, problem. C~►.ins in paved area§ tc b@ cast- irun Buil pipe or U shed lvck. Inspecticn of 't ht' C*. Safety. rhe safety (as it ralatan to t'+ie cocistruction project") of the requirement§ of the governing agencies DE�AiI. eras assert e is to rite the reap7nerbii ty of Qchedule eG pVC. Provide clean-ovt at sac': downspout . Use tranct, compacted §sins or 3 the engineer far the use of wc'rkers. neighbors, p Y excavated trench by SFS the contractor. tlnale.e eoaditians steal: h. i.icatified and A;teineste materials may be used if. approved by the gleavt►rnina �sge ,r_}" fitting with threaded plug far t:lctan-o�:t coRnpacted native manerial pt'ecovez-. Pro✓:7e .he owner will' corrected or identified and sescured. Work methods that -say cause and the 1997 State of Oregon Plumbicg Specialty Code" ;;rains in landscaped areas may be "PW Stormdra.n" Serie© 4t; wi.'.i. 3ed,:ctive alternateyfcr use of native pre% vraL natarza. ' � an unsafe condition to exist shall be avoided at all suet§- 909 coatpacr.ion and with compaction verification. � � ,, r 1 b_, p' � , gt-.pr-tl fierier t.il;en . C. Aack.iL : All bae:..>.11 for s. _e uti.litir-s shall � �ar.ed :r. D. Drawings . Orawinga prov_ded are based or. reported este con&tionr . la�(ors and Com acta9 as raqu;reld by Section F, plragraph and ingsnsionr. Act'.+1 site canditionit er dirrensiona may vary and polyvinyl Chloride (FVC► Pipe: yipe and Littings Phall be PVC and Mann:rlee anis •.).ean-Outs: See Sanitary Sear Lines. othevwlue speCiified on trio pans. an such variation should be reported to t1 ►: engineer at the - shall t-Iget the requ-'rements of ASTM C-3034, exr_ept where the pipe C Santcaty sewer 1,ines pf fli'i �t ��' • rtunity. Unanticipated con,11tions may requi-e _r.e cover is to be less than 15' or line .e u.ider or w_thin 5' of E 3ra��iny Fosoil. lo-All s i__ eh trebe di ro the level of earliest ' - r'Rvis`.txs o a portion of tlEese drawin,s. Al:, diraenAl(ma shall he buildir „de gchedvle 4G F1+C- Concrete P:pP: Non-reinforced bell and spigot pipe conforming to surrounding soil. All excess eoi_ §hail be di9pcsed of off-site, �25C1 verified in rite§ !field by the cantra�tor prior to fabrication or ASTM Fta:rdard Spec! C 14 class 3, with rubber gaskets in ,:r'iers ot•.hervipe directed by the enocer. construction A any port ion of the proposed work . Concrete (Pipe! Nan-reinfo ed bell. and q_i.4T+�t Pipe ccntcrt�+l.iny '.r.: _onf lned grtT✓es . d t�, ASTM 9iwndard Specification C-14, Class 3, with rubber gaskets in ? Ferlttits , 'Che contracter shall arrange and pay for perc!ta, fees, confined groves . Acry..onit-file-Butadiene-9t;rrene (ABS) Pipe: Pipe ano fitting§ 04- 08--04 service cb ho C and inepectians and shall present the cwrer with a shall be ADS and shall menet this requii-emen-s of ASTM D?751, for neon to •,akin `f is areae wrier§ :moor i.e 1. oe than 15'' ) tub and revised proppeerly executed "Certificate of InegeCt:on'' p 9 soil Pipe: (Tra. solvent cement or eslamtoweric greke-t joints RPM, fax payment for any portion of the work spigot caet-iron pipe or Schedule 57 ductile iron i-,-11 and spigot Stith fittings conforming to ASTM A-74, with rubber "0 ' Ting t' rr, e' ; TacAl , askets in confined grooves or with corep2Eseiar. typtr gagke't Polyvinyl Cl ionise (PVC) Pipes plyi sac. fittings Bhall be PYC and C. Coders. 1111 work rnr,c.hod" arta material lehsl: Gore crit shall most th. •equirements of ASTM 0-3,')4, except whrre the pipe state and federal requ;reMMts, regulations, and lOwm. y' ttinge• rover in to be less than :5" , use Schedule 40 PVC. - sheet no. P;r_orstad Pipe: Corrugated high density Polyethylene (TCJPB' !; x Notarial. All materials used for the �rcz:t shall be new. Trade � gg � , F c Concrete: Y1a::holee: Shall be fabricated per, ASTM .:-a'1g anis e'na:l be names dwaoFe character and quality of equip-%ent desired and per,"-.-rated Dice and @Nall tni!Pt _lie requir_tnerts a- ASTM F'-4C . Co ;nth diameter with a 3 foot eccentric cone over standard substitut,.ans May be Iovp:roved, it in the opinion of the Onnggir*T i'te C2 proposed subatitut.iort it v+cpeeted to perterm properly. 12 costs Qalvarized steal trips: Shall conform to the reouizemer_ts for ASTM �inch1thick (StatemN ghwayaeplat. top slabs. Uaeestandaordlcast-iron Pry aseociatad wiCYt :he rwilra and use of a proposed substltutiot•, shall b!: A-102 Schedt '.e 40, with a h41-dip galvanized scat ins .i.r.s.ide a.�d fsa•nes and covers for storm and use watertight standard cast -iron the resporksibiii:y of the "entre^•tor. outside. frames grid coverP for sanitary sewers• of corrugated Ketal PIPQ (�) ! S••ra11 be of the type, diamaet#r, and gauge indicated car the drawings. pipe shall be helical corn:yated. c:orrugatad Manholes: Shall be of the same rater.al, y�.uge. and LEWIS VAN J VLE�•T It\1C . _... .. .. _,.... ,, coating as rine corrugated pipe Pipe end fittirgm ends shalt ►I'tlfular far a distance o€ 12 18660 sw boones ferry road Durham R,! 1025 inches . pipes shall be coanac~rad with 12 inch wide annular tualatin, orerr�,on 97082 PI M2lX)4-(X)155 r503 885•.8805 koro 4 of 4 503) 885-1206 Fax �w - t,i ...., .- ., -. _ yt ,,.,..wY^c k':4?bf°��fltti•-0i�° �.+z'y"' Irra:.:.??t14Ar-o.E�}'�a+P111tMQ� 'G tkr.,,, ._,....: .. .,_, ,.. ,... '*r.ry +,.,•,wl.w.,,:-. 'wp�uypz.+R:M11F,M1nw'. +w.,e. .,. ..:.,. .. ,,..'�M''�l�w.'. ,,. .. sir: .: _, ,:_ + :aNOW 1 i. i . Iii iii: l; .f i;,, r,...,. ...rr .,I „lifil i•I ' ! + 1 I - t : 1r I f 1" , uhM,,`z i til 1 t # , Ijll 1, ! Ii I ► i.Ill.i; ,Itll h llhl-" L,tI 11111111 1 IIli 11 IIII II rft1 1111 ,I 1 ,! I . , r � i ! 4 k L�A11r•'1'IbM� 1 I I 1 1 �' 1 I I ;tis O 1 cJ '9 H !� 10 I I;. I 14 18 IT 18 Its 20 21 2i 23 2A ?5 28 r Vit? iO4an+:pu ,'w,,. , ', a• sort NI 3.} MST i'v•t ,, 5. , �, 4 't.. n . 1 , •. : Sin r r .: r"`"` ,, ".. -. ... fi. "m