Loading...
16108 SW 108TH AVENUE L • r N . r+�" .... I AL ?a ,�` i,. +u.W : 5 1, t. 1 f f,: -1. ,14 Y �7 f i t •1x: v: :� i�•nanuy- ..=' +.'•mxf•rs,•e•wa.Y:wfe, .�:�+ _ .. '.-.,_...� _..._.--.,..-WI•itA _. .-, A� .1wv... YYwI r► :.,. ...._..._:,.�...._.: ...... .r.,.n„rrx.x..:.;..u.......:uuarr... AM ". ,r• .,..aw.. -,.. ....-...,_..„... b- .i+w.....W....i..raa.,.::.:{..nfL�,.ca..'.•...<..w.vu«.YH6(YWYI.r.r.{.....w r.,,....»Yt._.4ff:.Y.{r.. ... .. � e -Y� GENERAL NOTES LEGEND) • • Y•• • O EXISTING • . • ` • PROP09ED • -- PROPERTY LINE --L 0 -------� ... .. •. v� 1. THE CONTRACTOk SHALL COORDINATE STARK-UP AND ALL WORK WITH : b N THE OWNER. :�--"--- .`--_- CURB ---_ -- 'k4-f r • • • r • • r O 2. BENCHMARK DATUM: CITY OF TIGARD BENCIII44RK 1154, WHICH IS, AOAK TREE TERLINE CEN SIDEWALK STANDARD CITY OF TIGARD BRASS CAP LOCATED IN THE TOP OF THE v - - - --- �- CURB AT THE SE CORNER OF' SW DURHAM RD. AND SW 104TH AVE. ;. ro o � BENCHMARK ELEV a 195.78 -- -- EDGE OF NA CEMENTCR b n t (., J. THE Cl !?ACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM VEL x - FENCE LINE OF ONE (1) SET OF APPROVED PLANS ON THE JOB DURING CONSTRUCTION. '- w + --- c GAS LINE 4 4. 00 NOT SCALE ( "NSIONS FROM THESE DRAWINGS. ALTHOUGH 2ro STORM LINE -------- - -- ` DRAWINGS ARE TO SCALE, THE ENGINEER SHALL BE CONSULTED IF DIMENSIONING IS UNCLEAR OR INSUFFICIENT. -- ----- ►• ------ ® STORM CATCH BASIN ■ � t 5. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD PUBLIC ] STORM MANHOLE IMPROVEMENT DESIGN STANDARDS AND TIE CLEAN WATER SERVICES (CWS) CITY OF CLEAN OUT • DESIGN AND CONSTRUCTION STANDARDS. CATCH BASIN STORMi ILTER ONE] 6. THE CONTRACTOR SHALL. PROVIDE ALL WORK ILLUSTRATED ON THESE __ r DRAWINGS AND ALL 1NCICEN7AL WORK CONSIDERED NECESSARY TO 2004 PRECAST STORMFILTER VAULT . r0 O� i COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. AUGUST, N 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, s SANITARY LINE C� AND CHARGES, TO CONSTRUCT AND INSTALL ALL IMPROVEMENTS ILLUSTRATED ON THESE DRAWINGS. -- -- - - SANITARY MANHOLE 8. DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL KEEP WATER LINE -- --- ---ALL DEBRIS CREATED BY CONSTRUCTION EFFORTS OFF PUBLIC STREETS. p FIRE WATER - FW 9. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES '4ND AGENCIES WITH �F0 FIRE HYDRANT UNDERGROUND FACILITIES IN ,THE PROJECT AREA 48 HOURS BEFORE ��E i L COMMENCING CONSTRUCTION, 5 WATER TEE IT! 10. ALL TRAFFIC CONTROL DEVICES AND STRATEGIES SHALL CONFORM. TO REDUCER ► L�j "THE MANUAL.. OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND (n � OREGON SUPPLEMENTS TO ry4E MUTCD CURRENT EDIIIGi.'. MAINTAIN THRUST BLOCK EMERGENCY AND LOCAL At "" 'LL TIMES. INSTALL AND MAINTAIN Q TEMPORARY TRAFFIC CONTk AT ' '?CATIONS WHERE CURRENT WAY FIRE VAULT TRAFFIC CONTROLS EXIST, w OR`€N- -�/ WACL TER METER 0 11. ANY ALTERAPON OR VARIAN.;E `ROM THESE PLANS, EXCEPT MINOR1 FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL DG WATER VALVE_ H (0 !U FIRST BE APPROVED BY THE APPLICANT AGENCY REPRESENTATIVE. S.W. DURHAM ROAD � N -- OF -- OVERHEAD POWER U1 12. THE CONTRACTOR SHALL EXPOSE, VERIFY HORIZONTAL_ do VERTICAL ! GUY WIRE ANCHOR Z.,I W vJ LO D LOCATION, CONNECT AND/OR MATCH EXISTING UTILITIES APED J IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF THESE PLANS AND �� > PROJECT - - UTILITY POLE_ SPECIFICATIONS, TO PROVIDE_ COMPLETE AND OPERATIONAL SYSTEMS. 99W ¢ Q -II- TRAFFIC SIGN � � � +") SITE 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO f TREE a Q. ) PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE s � CONTRACTORS OPERATION SHALL BE REPAIRED OR REPLACED AT THE cd INLET PROTECTION 0p0 0 _', CON TRACTOR'S EXPENSE. SEDIMENT FENCE 14. ANY CONSTRUCTION OBSERVATION BY THE CITY, COUNTY OR IN RIVER DRAINAGE SWALE -- -- - -- h `-1 APPOCANT ENGINEER, SHALL NOT, IN ANY' WAY, RELIEVE THE CONTRACTOR nJ FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE - --165 CONTOUR 165 WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. qzt � 50' WE1I.AND BUFFER ----- - - .m -- -- (� 15. ALL UTILITY TRENCH BACKFILL IN PAVED AREAS AND ADJACENT TO BUILDINGS SHALL BE GRANULAR, UNLESS OTHERWISE APPROVED 9" THE 'WETLAND BOUNDARY Q ENGINEER AND ,;URISD/CTION. RETAINING WALL 16. APPROVED EROSION CONTROL SHALL BE :w`EN. THE CONTRACTOR - TREE PROTECTION FENCING o SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND THE NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED VICINITYMAP RIP-RAP AT STORM OUTFALL co BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR. _ - xr_x� xx xx C', IVE �L 17. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH •- �" SPOT ELEVATON .�` Ft A.C., COLO TEMPORARY OR HOT MIX. AT THE CLOSE OF EACH WORKN. T.S. r� l (TEMPORARY) POWER VAULT Q ,, E DAY TRENCHES SHALL NOT RE LEFT OPEN ODER NIGHT. UNDERGROUND POWER - ----- - - -- OWNER . - - - -- A rT N TION: � �. PROF A ` E 0 OT2 L.LC / OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED I �`�� aGirufF 5437 ROSALIA WAY, _SUITE 100 BY THE OREGON UTILITY NOTIFICATION CENTER, THOSE �5787l \ LAKE OS WEGO, OREGON 97035 << RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 1 CONTACT- RICHARD B. OSSEY E -I, OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THE ORE 7--� RULES BY CALLING THE CENTER. / PHONE: 503--620-4373 POTENTIAL UNDERGROUND (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY 9ti 4 FACILITY OWNERS NOTIFICATION CENTER IS (50J)232-1987). as A ARCHITECT ^ "ONE CALL" � ARCHITECT UTILITY NOTIFICATION CENTER EXP. 12/31 246-6699 PAUL FRANKS ARCHITECTURE - -�- 3805 - 108 7H A VE. NF_, SU TIE 222 SHEET INDEX 0 B BELLE_ VUE, WASHINGTON 98004- 7613 - - ---- - -- -- ac 5 CONTACT.• PAUL FRANKS ' m - Lj 00 G PHONE: 425-803-0792 SHEET DESCRIPTION LLj Cl.U COVER SHEET m m SURVEYOR o C2.0 GRADING & EROSION CONTROL PLAN IC Woo z ? 1`ir.a1' PL..f �I.k.1 �4.l.�w..T PowT i 3.o Ck, t HI CKMAN & ASSOCIATES, INC. f'�• ��• C3.0 GRADING & EROSION CONTROL PLAN 1705 LEE STREET s�••% AP�,nb+� 6.►.��u~ � RIa.f vac.j- �1,,,1^w! Psf e3 vov S�.�U t P�rsS'�'ry� C4.0 EROSION CONTROL DETAILS & NOTES `� ¢ a n co LAKE OSWEGO, OREGON 97034 •�-•i�.�a..F,.�t per' S I�.t 1 C�i� �,v�'�.Ta►i.4 R 1-•2 4S P•LC � M1 CONTACT: GARY HICKMAN pa�..�:�9 �s �.tt-t/!►Mv A; � t�4 �*�` "'' C5.0 STORM DRAINAGE FLAN PHONE: 503-697-6869 � '''��w - s►..tt �'s`'� C6. 0 STORM DRAINAGE PLAN V) a I i\ C�7.c? SANITARY SEWER AND WATER PLAN ENGINEER � � •` ------_ --=_ _ - = =- _ C8.0 SANITARY SEWER AND WA TER PLAN uj W&H PACIFIC CITY 0�I �aA!� �rtY �� C9.0 UTILITY DETAILS m A 9/755 BARNES ROAD, SUITE 300 Ap�xevrul......,�.'�,;#�„!'.( ,'.,,,,..�.;.,.,,,��� �..J�*��t�.,��c�.�a�ti.,,1.•t.,....[xl Oma coif w m � a; cowitioll POF, 1 77-AND, OREGON 9 7225 �ondlllonall AtlT� `'�'� '�" ' ..... •.,....[ fi 010.0 UTILITY DE rA1LS Y ...'.;,....,.. Igor 4> Iy#****m 4eg~IA' CONTACT. DOUG PEPPMEI ER, PE FEr>MT N . `M°o;�'�'' PERMIT RG. C11. 0 C 11. 0 CA TCHBA SI N S TORMFI L TER DETAILS W � J z pERNN tvC�. _ �+ .4 u_u�l Q PHONE. 503-626-0455 6-ae I dOw 0,1ts►hoM►.. ,,,.,'Y,.'.",,,,,..'Y,,,., . a ► ►,.��,.►.►„ ,,. .,.� C12.0 PRECAST S TORMFI L TER DETAILS ot FAX: 5U3--526--0775 ��, . .I T o4 y Aft$; C 1.3.0 WA TER DETAILS ; C re o Joh Addt+ess: � �17g�' °� SHEE i c 1 t I 2 3 1 4 i 5 I 6 I 7 - - #:>• �! .L•.��..If.••, •..1..{1#+,�ff�•#! •v.� M�•/w f•fl•��/��SI�� Y '1���•I.1#I'1•�el�.� �# P•...� t t; , { , ` mr rr a .. 4 ,i r n .m,.4I^'i iT'111R'n,9•'! 'n+.wP d1t. .TwY.e.. t Y+ POMC d : i na l' : i .. ., - -...rua..�..__ . .... ..._ .;. .- - --- a. .� -'-- -- --- 'iirrr",tlb raftlkluNin•sr "'�:�`.�- .- -r"' - - - �irYr.w..- *;S_ i:.a' - - - - - - ---,.,r..au.•...tt�_._i._i-_ --..�.�_�r=- - '.-ni.r.- - - - - - t;. • a e• , t r: t , srl♦ J! J° 1 " I� •,7 ' ld ,:r I , . --'.v'WL.:. .,:_wu.YwnWi'.iai!4ufwiawuYYl.u:Nv.t,a•,.,,..,r_....._.....,_..,..-..,.......!....-,.u:.,..... .. ........,,...,w.r..,! .._...,..-.i...,..woa.id..i'wi,.w. ....::.....u:.a+:.,..,wi.. uF.--:W,wni.r,.e..✓,1+y+iFndW Yf4Y+4.d,1Y,..M...+w.«F4t.I,.r„y.r_Na !-.«....o-._w_wr./I. 1A --__ /lilWtlYtlCY4B.•aM.a,.u!..w,.r.t... 1- .. .S I ,l r .em .._ :.. .. .. -...•..,:....MI, ._........,_:-•:., ...-.Ww.!ud,__-,. _ ...Mt - wl. � 1Y1�L� •'A • S _W rN X �CONSN'TRUCTION NOTES: .. --- _ - Jt655-,If1Ff-oLIIo .Ills-,-WEF-,� -- - - - - -- --- - __ --- -- _ ___.. � -- • ,I CONSTRUCTION ENTRANCE (SEE DETAIL' 1,;Sl•IEBT C40) :•o \ 2 TREE PROTECTION FENCING. SEE AR0#TEV T(/f 4-PLAN :•• ] � --- - S.W DURHAM ROAD - - - ---- - - --- - - - - - -- - - F \ SHEETS A102.1 & A102.2 FOR DETAIL --- - -- -/- r - - - . . :.. ... .. . . (ARTERIAL) .__ _ _____- ____ ,__ SEDIMENT FENCE (SEE DETAIL 3, SHEET C4.0) v o ti INLET PROTECTION (SEE DETAIL 2, SHEET C4.0) o $ o ' E - - --=--I - - BIKE LAN _ - h�'v:E L.•`�.� '� -- / 1�M � N N 6 85 ,�� •... •---�_ \ ! J MAINTENANCE/PEDESTRIAN BRIDGE, SEE ARCHITECTURAL a c)c a .---✓ _ \ -`-•-=='•-----:_-__ _ � PLANS FOR DETAIL. IL a a � ---------- r _ - , ;! I `� CONS TRUCTIC4 NOTES: �Tl ---- 180 ------ _T� -"-'- -- ----- -="�--- �- �-s--r_, -• _ -=•:• •- - 1 ' . L 1. THE INTENT OF THIS GRADING PLAN 15' TO SLOPE SOIL_ �� �` ij - �� ' -----_'-'- ' - _ I __ -- ♦ \ I AWAY FROM ALL STRUCTURES. SHOULD THIS NOT PROVE POSSIBLE, NOTIFY THE ENGINEER IMMEDIATELY TO t - •----'- ' " -- ;: • % � 'I , �•�;•"'` COORDINATE A CLARIFICATION. SEE DET4II 2/C2.0 FOR - 6 Orr .�11�, ,716 / ,��` ` -. -� .'� __r- �' • . �,� �;,{.'. .�� `,, 1 \! GRADING ADJACENT TO BUILDING. z `� r / 1•, \ 2. INSTALL INLET PROTECTION ON ALL CATCH BASINS AND ouj t .. •10!!! / o I AREA DRAINS UNTIL FINAL LANDSCAPING IS INSTALLED. a ----a - --•_-,---o I I � / / _� /�`��� A,.•��/ N // J. CONTRACTOR IS RESPONSIBLE FOR MONI PORItJG, I L \ I / • / OD �� ; r / �,,• j �� �`' Q ( MAINTAINING, AND REPAIRING ALL EROSION CONTROL I FACILITIES UNT]L FINAL LANDSCAPING ANDIOR SEEDING IS _ � , I � ,� •, / � � $ / / ' � `B I ESTABL1StfED•U3 FF-175.50 � � _ 1._, 4. CONTRACTOR TO DESIGN AND INSTALL. ALL RETAINING WALLS AND OBTAIN JURISDICTIONAL APPROVALS. u ) -- br / * IIFG=17.5.00 { �. 2 s • ' ��� N i COORDINATE DESIGN WITH ARCHITECT AND THESE PLANS. _ - FINAL, WALL TYPE TO BE APPROVED BY THE ARCHITECT. r I #40 uj I i I 5. SEE ARCHITECTURAL SITE PLAN FOR CURBS SIDEWALKS, RAMPS AND GENERAL SITE FEATURES. rvn 6. AN ELECTRONIC FILE WILL BE PROVIDED TO THE CONTRACTOR FOR USE IN LAYOUT. 1 FF 10.00 1 Q. FG=170.50 a \ I 7. CONTRACTOR SHALL MAINTAIN A CROSS SLOPE' OF 2X FF=175.50 I ��/ `�S` �' r eX�' A -- ' I - i ti / MAXIMUM ON ALL SIDEWALKS, CROSSWALKS, AND ADA FG=175.00 PARKING AREAS, z D19'---- ` � � TYPE �•l � / / / r •••• R.,... � ,'fid• � '� � - _ "3") - «, J Lu <. � � 1/�,, DENSE HMAC -J , i i 2 CRUSHED AGGREGATE BASE 3/•4 --0 1-- BLDG E I / �-� 4kpr / 'jo i (LEVELING COURSE) - J r / 1�9 FF'"178.�� jos © I I r----8" CRUSHED AGGREGATE BASE 1 1/2"-0 F-176.00 - i _ RIDGE ' FG=175.50 T FG=177.50 , UJ LL `� _ -_ , ' /_ �j' v:..: �,• ; ,- s:: �*`` �l_ BLDG uj LLJ O i \ n I F1 11 ♦ 178.0 177 -. I CD (o )00 I -- - ,''�, �� '' I FF=17,x.00 �- I , W FF=176,00 / � / FF=176.70 FG=177.50 - / FG=175.50 � I I � • '�� ;; / Y � !l , s / FG=176.20 / W - 12" COMPACTED SUBGRADE � Z ,, I I OR APPROVED NATIVE z j �@- �:.' : CLUBHOUSE �' I \ X ' TYP. Q , v co g ,ti ,131 4-� '� r'�'� �' - ! / TYPICAL PAVEMENT SECTION 1 Q e _L6 �� 1 I SCALE: N.T.S. CZ.Oco �= , ;.; '' O ,_ � '� :•� I ' "•;•may. , - , I o 1 - a 5 ;--- -�I , 4 o e ! I -------- � �1� � a• , 1 �� R ��,� '�,1 1��'•'�\ I �� s � 3 ,�a --_"_� ��•� i ; '�' I yea -� -��0 pRQFr. 1 v ` `� ^1 ! I 9 • i / I .I '' `1' S 9 I I I 1 R �s ! �� i S �� se• xl .: fid ,. >r - *s 1, ,I�� >> 1 1 FINISHED -� ORE d 72 FLOORuj ?q, C4 /\ ) ,�//dit f (/' �, I °19' -- - - - r '�r,;1 '; • 1 + r 1) �1�6�5 �'�ir �,! >> 11 ' ✓ R0 1 EXP. 12/31/04 W I '-_.. (• > ly - 6 MIN. 2% O - 2 B OCl- - MAX 1 ' -- -- --- / 16�. •. \ _- ��•- `r + 1111 ,1 I ��'�_- \4► I --i' � � I � I e � I \ �\ �\ \ cr ' M - .�� lel';: \� _ _� - - ----'- ------'------------ CL O a. --- - ,. ; , :1 ,I,' 1,`I. ` y '•" -- V CL --mss ' ; '` 0 4 j`�e ` 11� 111 T -•- a I ,.----�t_.. I FINISHED GRADE ELF_V _ ;' •,�- 1�S I ----- , ,��; BUILDING GRADING SECTION 2 © W 1 �. '1 1, a �Y FF'-172. I G �/ SCALE: N.T.S. C2.0 v � O �iD U J i �' r I F/ /, -•-- • I /j/ I �\ w LL O cn \ / I� ��� - �,� - , CBLDG B ° a r ,' . FF-172. FF=172..'50 _\FG=17'2.00 Q_ r - x � X171. '•>. .r 3 �,Y'- � � � � ; '!i ;�' � ; •:.�` �•.y• , F 171. , / ,� 1 r ,,. A � . r, "' •� - r SEE SHEET C3.0 T, _ - '■' ! N ,• PT_170. 1 = - � [� � � m ° ' -= _ -- -' ' .( :' _ i..•� ' .,' ' ' �'' `'`.• , SCALE '_ Q V) �U _____- .. i r-�� �' - -- ��� j ,�•i��,y -- \ - mac) D 10 20 40 c, o S) `�'► ► Ii' :, - _---- I `' _l ( FEET ) SHEET u ool ---- - , \ i n i 1 INCH 20 FT 2 4 .._ -•----- 1 1 s . 13 C2. F / 'A , wle, tK Y��d1 .+W01MW►rMllk►w.'.+ !Ma••' r ... . 4�)d1 m_}i�, -.... - _.-_ •_ - - _ - _ ...eiYMN .Mq,'1.•e•*: vtul,•AI/aMn•Iw . r_ :. �' V ,_. ., .-' - � '�. •IMo„ry x-..v�,....rC.`•*'^•.em+.*ST..., awh+.•-,w.+,..., ., ..�^nlf jv vllwVxPT Wks mu r 1 . C , J +I ,c 'In r _n u e ,,`� '� •; ., • .:g, . ,:..,�. I�S ��+s�Vic... •, . - i I. .. r.. k .. .. TWA, ,r A J, r ,k o a r\ IG' r1 X A , :' :. .. 9►feaeS•.•..a.u..uew,:cub.: . 'iiwtil .. 1SV\t- R .... aV1,iG .:.wd�►T `,Wltl{W:aYr..u...a..r....a..u.rLxwrYAY. ...Wu.,a.wuy.n...a.r+w.W. '' .• „ L.•••. •,_.-•.r ,,. _ t,r _ .rL _ ....r..ua- .......r,1 ..,..J• • .Ji•AY1fYttwiv.r:,. ,..................i:aik!.r.eruLWIXIWi"'...r;_ .._..-._ ' .«.....moi-.;.,:"+a'ati•s:s>!..'-as-taY�.u...,. :... ...... , ,;� ' .....r,+unr..�,,, ;Ii:�S.vti::«+i . .o,o:u'.r3'.:',.s�wa..u:...... :d+,:iiatiri'IICIY: i: YW..'_=a"s. .. ».rm.mau-_..w..,u,..a.a.:ws:rwu...r......_...........w.:n+rrwwrr•.,..aru+.vuw,:YnGjY�lfi�� - .. .. ,,...ra... .. .- }� w•Yr, 1•as r• •ra •ra•. .Y / YI�YlaY• . -- -- - -- r•Yypr • • •• •• • • • • • Jt6S5 XFIE�-61�A7 Y. 1161.7-.Ifrff-M'QOY � i - -. CONSTRUCTION NOTES: •: . : : : •• E TRUE PROTECTION FENCING ;•SEE ARCHITECTURAL PLAN •;• ':' .` ,•. ;•• . / �� - �!• < �,�, ,^.� J ,.�. ' �, 1 .50 a :� SHEETS A102.1 do A102.2 FOR DETAIL. F � ' 'r, m .. / �- � - '�• ,," ', �• FF17 ___ •--_ -�- ID2 SEDIMENT FENCE (SEE DETAIL 3, SHEET C4.0) r ♦1 1 �.✓ 3 INLF_F PROTECTION (SEE DETAIL 2, SHEET C4.0) FF-172.50 ro _ �' j c FG=172.00 BLDG B ko 02 CONSTRUCTION NOTES: _ 169 �4j'' -0 1. THE INTENT OF THIS GRADING PLAN IS TO SLOPE SOIL kp FG=1 9.00 ♦ ( + / 1 AWAY FROM ALL STRUCTURES. SHOULD THIS NOT PROVE / ~ {'.•.;: .•,_.% 3 � ' POSSIBLE, NOTIFY THE ENGINEER IMMEDIATELY TO e ° s ,;:..•_r: o-__ TYP. COORDINATE A CLARIFICATION. SEE DETAIL 21C2.0 FOR _._.____-- e GRADING ADJACENT TO BUILDING. ', - - _ E v I �, 8 s$ 14 irlj i 50 `� 2. INSTALL INLET PROTEC770JV ON ALL CATCH BASINS AND � 169Y- - ���' j I I AREA DRAINS UNTIL FINAL LANDSCAPING IS INSTALLED. Zs- 3. CONTRACTOR IS RESPONSIBLE FOR MONITORING, �' d MAINTAINING, AND REPAIRING ALL EROSION CONTROL a �►^ ; ;I ; ' ,' �s� '� FF=1 Cy9.5a FACILITIES UNTIL FINAL LANDSCAPING AND/OR SEEDING IS lf� a I` Vii; -- \� ♦� rC •mob 41K �. �_ 1 ♦1 ♦ ♦�� ESTABLI SHED. ti) FG=165+.00 _ A '� c� e I , ♦dr--!, �6 i 4. CONTRACTOR TO DESIGN AND INSTALL ALL RETAINING '•~ Z o - -- 16 = 1 ; ! ; + 4 os WALLS AND OBTAe, LLj a to - -_- - - --._._� =.-_ . -.'_ _ t.�__l _.._-�_ 6- co I I V JURISDICTIONAL APPROVALS. � ,_, -- -- - _-: ;+ r-- I 2 COORD,NA)Y DESIGN WITH ARCHITECT AND THEE PLANS. (/� � ct e - - >�� I ---� ;� t (i2a0 FINAL WALL TYPE TO BE APPR69VED SY THE ARCHITECT. C� ' TYP. .o ' S. SEE ARCHITECTURAL SITE PLAN FOR CURBS, SIDEWALKS, GARBAGE Q w I A♦a , �s - I a • I ` t I ♦61 I A 9 • 1,, RAMPS AND GENERAL SITE FEA TURES. I Q i I 6. AN ELECTRONIC FILE 6MLL BE PROVIDED TO THE 167 A CONTRACTOR FOR USE IN LAYOUT. 16 1 ® 7. CONTRACTOR SHALL MAINTAIN A CROSS SLOPE OF 2X C) ./ I p I i s'� X66 _q-___n-I _.. ♦ A' '� MAXIMUM ON ALL SIDEWALKS, CROSSWALKS, AND ADA •o.l ur D I ��' =is ,2 \ 66 I- _ �s>r. .._ �, ' ® I = PARKING AREAS. VJ CNI 12% 8 ® FF•1 .9 I I � I _.. � � h'` (yam\ I � CD FF=16 . ; ----- FF=1 fib.�JO \ ;" cs� UJQ ON -- �� -�- ' - - -- - ^ - - - FG=165.50 ' + I j uj ` o Vva ♦g�� i s- ,e5 I o�, SES i i 65• � rrnn / `:3 1 A FF=165.00I '�•s i ------_ _ r�s�� (I f I FG=164.50 Ir V I � ! I 11 O l6 ,h i t n S ,6• , FF=166.00 .� / 1 A' a65 00 ; I - - -� - , FG=165.50 G s / I I 165 c l l LD D �' - s ' ' I , e I FF=164.00 I --� , -_'a o I BL G v FG=163.50 FF=164.00 , ,�� G FG=163.50 1 _ 578 I ! I I ORE s I �, + zoo (I - ♦b I R �`c A, I n_ -• I 1GA � 4 1 27 oo I EXP. '2 u 0Ar FF=164.00 1 Q FG=163.50 "N' CR o u FF=164.00 f; '•� � � 'moI I 1 1� I 6� I 3 -eve i ObI ' FG=163.50 N I6�a O �� C W / _- K1 h rn -" 0 C) � Ila!'J ' i `' 1 I / �6? � 3 �� is id ••� °'� ' l�l -Lit u rx 1 1 b� ��/ V ! - ---- -- , i I I I ♦ I ♦l rn r L �b� t • N i I CL kn CLN LAJ CD .� . _- _- ` '_ .• .r_ -- '- aw • ._.-._. --sura -s_• -=^_rea-=-a._ _ __ ..._, _ -__ _ � Acil i �, � ��': SCALE Z W - 20 0 10 20 40 C) L-_ ( FEET ) 1 INCH 20 FT - •SHE IA 1 2 k I 5 I 6 7 �� • • ro •raem•r• oww• i• o1•. ■a••r. •r I•!i•ta ■u Y ••csY•ra•avrnea•rsan.•w ...r lip WWI e• n „t , r. w9 .1•MJINYI.+`•� _ _ _.tea..•.-..-_._.- .... ,.,__-._.-._..._-- +. __ ._--_ -_ ___---__ ._ .____._._ .___. `_ a °a w 7 5 i • ,::L. -. :tkr', .1' .. r. .. r - _ .. .. .- - .. .. P:- • is- '.ST'7 G.,./ r tf, i' t ns r. • nM .i i W ..Orr.-...tsa•VYt W. -.,-_+aa.aw...a•.+.+ra+.4 nYl•b�••IWYdm•rra•,.a.a.wt;r.w+aw..r,ia.ir.,u..:Jl Tar.,.....-..,. w..:ew.:n:auuYr.•uWrs,irrrvlwYY:+rwrua YYYl111iWra••:. .fir 1 �'_ .J 2' u�yyi";i'.u4 ...ldi:.L4,e _n'.1_: _ :J.r. ......... ......_...r_•..0.m,w.,r..,....�....a.wd__�-_ ... - _- -_ i"'Ai1iiMi .,...,.4..._......•_,...,.. _........._. :... _ w........u4WIY'1Yi,►1V'1�NY1KI.Y•OW..eLYfwU.r.w»w.a..._......................w«w.:. ._ ... �..::«a ..�._� ..... ., u.. .rr...e......,,a„_-.....a..,,...w.a.1.•..wi.�..........,...u_..- "ri��rraAd'.Y.l'I'it""r.d.u�_:�.. A i +4 c •4 V DWG INDEX: �J J • . ... EROSION/SEDIMENT CONTROL TABLE EROSION AND SEDIMENT CONTROL. PLAN (ESCNOTES � STANDARD NOTES FOR SEDIMENT FENCES'.: ' I�• •.: • � I. OWNER OR D SIGNA7ED PERSON SHALT_ BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENTANCE OF ALL 1. THE FILTER FAi3RIC SHALL BE P;,IRCHASED IN A CONTINUOUS ROLL CUT TO INE b N EROSION AND SkDIMENT CONTROL MEASURESIN ACCORDANCE WITH C.W.S. R&O 04-09 CH. 8, AND C.W.S. FROSION AND LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY..'. SITE SLOPE{1) STOCKPILES UTILITIES CONSTRUCTION STOCKPILES a1ciIES/SwAIEs SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. FILTER CLOTH SHALL BF_ :SPLICED TOGETHER ONL I A T A SUPPORT POST, WITH•A o•; �.• � � � F - CATCH BASIN HITCH (cOwsrRUCTION! MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST••• •• �, o BASE AjL4jLR?U <2.1 <lox <15X <20X <30X <50X �5oX ,. • 37-2. � DRAINAGE DRAINAGF. _ PROTECTION 2. THE IMPLEMENTAIiON OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF OR OVERLAP 2X2 POSTS AND ATTACH AS SHOWN ON DETAIL E� v -` THESE ESC FACILITIES IS THE' RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 1. GRAVEL CONSTRUCTION X X X X X X Xkn 11 ENTRANCE (SEC. 4.2.1) APPROVED BY THE LOCAL. JURISDICTION, AND VEGETATION/ LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE 2. THE FILTER FABRIC FENCE- SHALL BE INSTALLED TO FOLLOW THE CONTOURS W � - ---- RESPONSIBLE FOR MAINIENANCE AFTER THE PROJECT IS APPROVED. WHERE FEASIBLE. ThE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART Sob j 2. SEDIMENT FENCE OR X X X X X X k' X, AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. acv k BARRIER 0 TOE OF DISTURBED 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE. FIELD PRIOR AREA (SEC. 4.3.1 & 4.3.6) TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE J. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURAPON OF CONSTRUCTION. ALL EXCAVATED MATERIAL FROM FIL7ER FABRIC FENCE INSTALLATION, SHALL_ BE BACKFILLED J. UNDISTURBED BUFFER v TOEA(2.) AND COMPACTED, ALONG THE ENTIRE_ DISTURBED AREA. 1 (S DISTURBED AREA 4. THE E=SC FACILITIES SHOWN ON T141S PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND (SEC. 4.1.2) GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT 4. STANDARD OF HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED 4. SEDIMENT FENCE INSTALLED X X X X X X ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. STICHF_D LOOPS FOR 2"X2" POST INSTALLATION. S71CHED LOOPS SHALL BE INSTALLED ON CONTOURS (SPACING) (300') (150') (100' (50') (2s') (25') ON THE UP HILL SIDE OF THE LOOPED AREA. (SEC. 4.3.1) _ 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING 5. TEMP INTERCEPTOR DIKES/ I IK ,� # I! N THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS 5. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR SWALES AROUND ACTIVE WORK AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. LISEFULL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMEfJANTLY AREAS (SEC. 4.2.$) PROTECTED AND STABILIZED. - -- 6. CHF-CK DAMS - X X 6. THF_ ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE ('SEC. 4.2.7) THEIR CONTINUED FUNCTIONING. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIANL.Y AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 7. STORM DRAIN INLET - X 7. AT NO PNCE SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAT i THE BARRIER HEIGHT. ALL CATCH BASINS ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. PROTECTION BARRIER E _ _ - AND CONVEYANCE LINES SHALL. BE CLEANED PRIOR TO PAVING. WET WEA THEE M ASURES 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING CF CONSTRUCTION AND MAINTAINED FOR l _1 S. ESTABLISHED GRASS • ^ . THE DURATION OF THE PROJECT, ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL. PAVED AREAS ARE � '- (SEC. 4.1.3) KEPT CLEAN FOR THE DURATION OF THE PROJECT. n r _O 9. 2"-MIN STRAW MULCH 0 0 O 0 0 0 0 0 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL 3E PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED COVER (SEC. 4.1.4) _ AND/ OR VEGETATION IS RE-ESTABLISHED. L � 10. EROSION BLANKET W! 0 0 0 0 0 0 0 1 ANCHORS (SEC. 4.1.7) 10. PAVEMENT SURFACES AND VEGETATION ARE TO PLACED AS RAPIDLY AS POSSIBLE_. 11. 6-Adll PLASTIC SHEET 0 0 G 0 0 • ' - `•v LU COVER (SEC 4,1,8) 1 i. SEEDING SHALL 8E PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. _ � L 12. SEDIMENT TRAP OR POND 0 0 O 0 0 12. IF THERE ARE EXPOSED SOILS OR VEGETATION IS NOT FULLY ESTABLISHED FROM OCTOBER IST THPOUGHT APRIL (SEC. 4.3.11) 30TH, THEN WET WEATHER EROSION PREVENTION AiEASURES WILL BE IN EFFECT, SEE THE EROSION PR'_VENTION AND y POST r_ONSTRUCTION SEDIMENT CONTROL. PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. 13, REESTABLISH GROUND X X X X X X X X X X 13. THE DEVELOPER/CONTRACTOR SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. �`�• COVER OR LANDSCAPE PRIOR TO REMOVING EROSION Uj MEASURES (SEC: 4.1.3) _ REFERENCE: EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL � W O D KEY: X = BASE MEASURE (REQUIRED A T ALL TIMES) -J A = ALTERNATE TO BASE MEASURE INDICATED IN PARENTHESIS # = OPTIONAL BASE MEASURE, CAN USE AS APPLICABLE • a SUPPLEMENTAL WET WEATHER MEASURE (OCTOBER 1 -- APRIL 30) 0 = ALTERNATIVE WET WEATHER MEASURE TO • (1) NOTE: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SL^PES, THE SITE MAY BE DIVIDED LIP AND EROSION Q MEASURES SELECTED FOR EACH AREA FROM 1HE APPROPRIATE COLUMN IN THE MATRIX ' , 1 W LU C �L O Q MAY M USW SHORT nVM W/ UTILITY Ira�lc AND W/ PHAs1NG of D"CLON"T 1 ? �o LU 04� IN. R. CATCH BASIN AREA DRAIN FIL7ER FABRIC MATERIAL PR RAIM 25' WIN. . 36MADE ROLLS USE SYITCHED LOOPS • t 3' minimpm OVER 2"x 2" POSTS 57871 _ CLEAN M! RUN OR Y-MINUS GRAVEL d1'It SU 11GRA E �FORCMNT ,,s�• (A I m? DREG N OCOREXnIC. REouRED fes` a 1. ' ` *, �= �`�9N GA/ e' WN g i o 1�,i DEPTH A 02V INN. r0ft SWU P#AftY AND "LEX IRMOENTIAl F - FLOW Z -� A. � `'-�"� I/ `a" --A � ' f f I 1 ' EXP. 12/31/04 --ryry f; ------ MAXIMUM SPACING L � bbgw n FRONT VI PR�JFILE a -) EW a B .. FLAN ._.GVW NTs NTS a _1 r a a U Q \ A • I co FLOW (1 ` • ww '.i .� ? co W • 1" to ANGLE FILTER FABRIC m w a onw•onan p FENCE 10 ASSURE 504E IS TRAPPED-� w '> o 0 : U � ► G NOTES: Nom! : �+.. 0 = s t. BURY NOTTOM OF I�LVM FABRIC: e»AgMpmg U Q j 2D Lom 9Y 2v 1M E DITCH INLET a \ Nvincw r eELOIr f1Nl$HEO CRASE, or Ow or ' MINU3 cLtAn NOCIc< NOT t FWte 1+ SINE ON STEEL S. 50 LONA er 2V �MDE 1. AD SNONAL MEASURES MUST BE J POSE TO 'JITALLEO OII ti _ 3-4 cttAN ROOK, CONBMMI) DEPENDING ON SOIL 'TYRES. � INTER1.00KEU uolllLt sloE of uOrE. OVARWIC Al wmy lay IMt01+1�[ 2. BIOFILYFR SAGS SHOULD BE STAi(EQ a 2"x 2 POST"i a c ot_ExtIIEwft �It m wrEVEwr MIM R it A8 USMI 1" AND ATTACFI �. t Doul �IDcs as r1LttII FA11R�c P AN VIEW• W PANELS MM «� CONSTRUCTION ENTRANCE Dstole Dm" 4-5 INLET p'RpTE�;TION 00011 D"wing 4-24 �� TABACCLE 4-7 TO S�AQNC A ---•----------- _ TYPE 4 - .-_.- _ ..-_ o m b Li cn Palo 4-42 _CONSTRUCTION ENTRANCE INLET PROTECTIGN _ Z SEDIMENT FENCE _ 3 CL SCALE: N.T.S. �- C4,0 SCALE: N.T.S. - C4,Q SCALE: N.T.S. C4•0 SHEET I U � Jr / w ..�wrlrwf• t: L I i f �wr��Kn�eiell�►'",'"x' a „ � 1 f t' .py I.a 7J q •:,_--_�-:.._.r_�-__ _ _ ::,. _ •er.:�__elaee-a-�_ __.r--._--_mac�.-_ _._-�z••�.-,._-.rte.- _ �.__=-r_..s: ae._ ••._y.�!YY .ier .r +4vl.vlle.t.Y _ ml��Y�Y�_4i-�>OH1i.-s__.r.r��_w1iY>� _3w.,-.i,�__�w-_��..... (tn,•ev ._-_ - .._a._..uia�s:_lL,.r...-._,_..m_ _ ..__._.yYrA.,E:�,. s..wa.�.�s_. __..____- Y.fQt_ �-.ems-.. ...rr.�-.-.�+z:s�isw.a'r�, 1.1 + i` a; f � ytr r A. r' 4n�. A 4�.w I r , r�a . .,.,.r. orn.•rMiWo. :. _._ __.. .. -. ,•tf+ir w. ._.,..,.w..w r.,...-.,... w..rrr+rr"riarr . :.►•u -- - :.i°.ror......-v., .. .: :..: _.. MII�.YOWi111C$l'"�d.'11�uY.w,....-..w,.a...r..r.+w..a.a.nr�wYr.uiYw".ww w,....«.w.•.;.... ..._-_tr._. .y. _ ..-. .,,...4. .a,...._ .......-.. .,.j...,...._,....... ..,-,_...., .. .........._..__..._.......,........ ..... _... ..__... -..,-.,...,.._..... ...-..... ._..... ...........ru tl.Y.a+.. Y..�'l.r_�M.t .yi. y .gym. e,,.."•Gfiw. ..-____:.n:,. :..., _.w....-...4.u..,:,.,.u...._,,... .we r.w.,....,,.... .. ......................wnw .rc.r. s.ru+nr... .,.aa......,.... ... .:r .. .. .� t" STORM SEWERCONST'RIJCT>�OI��T�3::_: ' : : • ; 3r �t..rl'J 4 �.r Jt6S5-dI(r-9f1J0 ( 1 1 INSTALL ALL AREr1 DRAIN PER UETA/.75 199. ''• -> , x . - _--. - GRA 1F EL f V 17S J/05 &f "!+' ' S S S S - S S S S _�._5 •4" 1 E OUT 173 65 (SE) • _.-.._ _ s.- 713 L.F, 4 SO O S - 0.0200 INSTALL CLEANOUT PER C.W,S, DRAWING JN13.•154 V. . v N \ T C9 • --- �'""�--� (SEE SHEE ) o - -- --- -- _ _------- 1 s.w. ac�Rt-ter ROAD -- - ._-- ----------- ______ _____ .__ _ _ _-_---_ ---- _- . F - - - •- _ RIM = FG 0 . . - J _ - (ARTERIAL) - -- - _ - -`- --- ( 3 ) INSTALL AREA DRAIN PER DETAIL �D -- - __ -_ --__ ---- _- -.-_Y. ___------ --- - ------_ -- ------- -- ��� / GRATE ELEV. = 17580 cc-90 ..�► 4" I.E. OUT = 172.80 (SE) o o SCALE94 L.F. 6" SD O S = 0.0372 cl o q + - -- --- -- --- ---- - --- ------ HIKE LANE =;11!E I_�►l : _ 20 U 10 20 - 40 � � -- - , - 1 4 J RAIN DRAIN CONNECTION POINT �- ✓ 4" I.E. O END = 173.70 4 s 1 d J ( FEET ) 17 L.F. 4" SD ® Sc - 0.0200 MIN. -•----�-----------/ i INCH 20 Fr - -l�f 5 RAIN DRAIN CONNECTION POINT - {3 u�- ----+� tY` 2"w�- t2=1M - ---�"-�� -' w---�-- ` :u'-" ---- �."-+�,_w`____ i 1 r_i2 Y1t- _ -_-t _ _ "q�}- _--i 2" 6" I.E. O END = 175.00 • ca ---- 180 __ --- �-- _-_ 17 5 _ � - - - - -�f J L.F. 6" SD O 5 0.020n MIN. RAIN DRAIN CONNECTION POINT 4" I.E. ® ENU 172,50 � '- / � // � •.--„_.___.. .„" :�•': ;:^ \ ` 9 L.F. 4" SO.0 S 0.0700 MIN. RAIN DRAIN CONNECTION POINT 4" I.E. ® END - 172.50 15 L.F. 4" SO O S = 0.0200 MIN. i/ ' ��" ., / �� � � f' •fir ` � \ � ~ p e -��•t .�"' _�/ / �, I 8 INSTALL CLEANOUT PER %.W.S. DRANG NO. 150 Q / • ` / O WIa (SEE SHEET C9.0) °- - -•- / ° --- / ' �a � ' RIM FG I / � / / r / - I 4" = �"'� , 0 °A L�_- 169.83 �E) 6" I.E. , - 169.67 (N) d* ( 8" I.E. -f 169.50 !W)76 L.F, 8" SD 0 S - 0.0200 b Fr-=175.50Fr-=175.5017 �.' /j / j - ®� ( 9 INSTALL CATCH BASIN PER DETAIL A�y r i Cr=175. '..• �- ' / / 9 li" `- �. GRATE ELEV 173.53 - - - _ cl� I 6" I.E. OUT = 170.00 (NW) ui 6 18 �' 0 / �~ � I ( '` I 25 L.F. 6" SO O S = 0.0200 MIN. 10 RAIN DRAIN CONNECTION POINT 4' I.E. 0 END = 172,00 n 9 L.r. 4 SO O S - 0,0200 MIN. a- _ FC_I -180.00uj FG=179.50 ! 11 INSTALL CLEANOUT PER C.W,S. DRAWING NO 150 f (SEE SHEET C9.0) p \ r' �� / //// / �5 � � T v I IM = FG -- --- � F= �'I i �� � p / o r.; � � • - I I � 8 LE. 167.98 " Sp rr FG=175.00 , �'" o''" '� ' ` 103 L.F. 8" SD O S =' 0.0400 / - n � deZ i 12 INSTALL AREA DRAIN PER DETAIL - D GRA TF- ELEV. = 171.00 4" I.E. OUT = 168.50 (NW) 74 L.F. 4" SD ® S = 0.0200 r / I // 178.00I INSTILL CLEANOUT PER C.WS. DRAWING NO. 150 FG=177'.50 13 FF=176. i ' l / / / - (SEE_ FG SHEET C9.0) 00 Lu + / / O > ` r FG=1 T5RIM � t •-.50 / `. ,r+r / { _. _r r � � 4" I.E. 167.03 �f / - - - _ / ' Cil,,•' P � IBLCrGA \ ` 172 L.F. 4" a0 O S = 0.03.36 r.- I 14 IRATE ELEV.AREA -D 1171 50 PER DETAIL C9n0 `'Y 4" I.E. OUT - 169.00 (N) I I f 16 L,F. 4 SD O S - 0,0200 MIN, �+f i RAIN RAIN CONNECTION POINT T 5 D i 1•L! ; \ 4" I.E. O END -- 168.50 / I FF=1719.00 ' I �I , �� . / ( FG=177,50 I 4 11 L F. 4" SD O S = 0.020n MIN. FF=176.00 G� I FG=175.50 I r / FG=178.20 I I I 1rS RAIN DRAIN CONNECTION POINT �` I I ( �' ?5 4" I.E. O END = 171.50 CLUBHOUSE f \` /� �I I Q � 10 L.F. 4' SD O S = 0.0200 MIN. ¢ INSTALL CATCH BASIN PER DETAIL 2 - l�9.0 a O GRATE ELEV. 17,1.75 I la" `� r � \ a" I.E. our .= 170.75 (S W) Q j I / /� r :. • r; ( e� 10 I 40 L,F, 8" SD 0 S = 0.0150 ti t l., /", �►' ,.. .. -_ -•--- y, 1$ RAIN �N�� 01i0N POINT I.E. O END W I •., r i 'I ,� \` o I ° -+i I t- a 5 ` ri ; 8 L.F. 4" SD O S = 0.0200 MIN. I 13 1 r / / `" I I 8 ' I F 19 RAIN DRAIN CONNECTION POINT 22 f / , r i�� e o I� „ / 6" I.. O END = 172..50 L I 5787SP Lu i + ^ t , 1__ 42 L F. 6 SO O S z 0.0200 MIN. _ C20) INSTALL AREA DRAIN PER DETAIL�, / ti # ',i,. ! - - ----- - _ GRATE ELEV. = 174.00 C�.O i4 - 4" I.E. OUT 171.50 (NW) �`�ee rw FW I I 26 L.F 4 SO O S - 0.0200 MIN. Exp 2/ 1/ 4 INSTALL CLEANOUT PER C.WS, DRAWING NO. 150 (SERE SHEET C9.0) IMx � + 8" 1.E. s 170.15 B 'I _ ( ': `� 'r1'i cam' -- - I I r 1�7 109 L.F. 8" SCS O S 0.0200 n � Or. / I I ,'.1 ♦ - I 9 �- r --- = 22 INSTALL SEE SHEET C9.0 CLEANOUT PER CWS. DRA IMNG N0. 150 c v ro - � ♦ � °°- RIM - Fc a 8" 1.E. = 16 7.9 7 w I t , ••,° � � r' � 84 L.F. 8" SD O S -0.0200 co co 23 RAIN DRAIN COfJNEC1i0N POINT Q Q 4" I.E. O END - 169,25 o o z I 1-1 L.F4" SO O S - 0.0200 MIN. U Q- . !- L CL Ln I ' °p � � . ° 1^� �44RAIN DRAIN CONNEC77ON POINT iv 4" I.E. O END = 168.00 a'. FG-172.00 I � :� " r' � ' � I I 24 L.F. 4 . SD O S - 0.0200 MIN FF=172..0 ` I - c, 25 INSTALL STORMWATER MANAGEMENT INC. r CATCH BASIN "STORMFILTER" GC-) G a (SEE SHEET C11,0) •n GRATE ELEV. - 169.00 0 8" 1.E. IN - 166.29 (W) 8 I.E. OUT - 165.70 (NE) Li E ~_ t� /�"�! O , - - ; .. ■ 17 L.F. 8" SO O S - 0.0441 A MATCH LINE ,' `; ' SE SHEET III Ell C6.O Lu - -� a I 26 STORM DRAIN OUT FALL �" 8" I.E. O END - 16495 Ln 3 INSTALL 6 x 30' x 9 +j a K ' �' OF r`IDOT CLASS 50 RIP--RAP a o '' Q, - �' I I _ (2D OUT . DRAWNG NO. 150 I I; INSTALL CLEAN PER C.W.S (SEE SHEET C9.0) SHEET . , ('j(� -_`-� \ I I„ I t . RIM FG 4 Le, 0 cu 78 L.F. 4"17f. O S a 0.0200 1 2 3 4 5 Q /3 oi .w•wwrr.er,. rr.rr • w•• _. 1 ww � � ■ w• ni■rrw••a u ■w•" � r.�•rwwr.ew.+.........-».....,a»....rr.w ", ° r. 1 i F k ,.,•R :y�J .�Yyti, r h, f w. fl 'phi t l.. e! i, _ VIX I -WON 4, me a7.1 - L•:.x'_:c,..f...y :._ ..n1.r.,.._ .,_._._ ,_._ _.-f,i..;-a='=" :_.. ,._,,..,,.., .:._y._._,.,.._ .___.:_.........._......_..,.... __..-.._.. .....,.._,.......:5 r_.- ....,...,..._._..._. .-..,.r.ur.,.....» .el,r- mY:l:,r.�>r-..r - - •-• �r.n.. :,. ai.. ►"rr-= .a-- - - - - = - .,.>o.. .iY�Wkdr.lievt tilN3..n.r�n =.::�ci....- w,...,, - --- - n;4 y" 11F S J r, } 'i. is e, yi 2. I1� bL i 1Wa,w-. ,. .. .... t -y.-awe"'w_imeiee.$drYLr.i :......-.. - . ._ ..eimw.t. - 'tw._....may.. dYirLlJlli•1tiGYV _sl_ 1m ,, ,.y tYwlWnY..ww...».._Y•4 .,r,.wa•.:..w..c....Wnis.nw.•Yrau' _ ____ -xm,..: .,...r+ye._,,._:....rr_.:. : .. :.. ..w..., 4w.::. .,,.,r,r.L - .a.i.:.,_..._.., •J-.w:, :;g e..rW. ; _-.. Y..MYdYad�d L • y.Sae ,..... .,.0 Imo. .: : .,.. .. -....,•.,.,.. Ld•i•511ii1�rlp•aw.,c.........5•a . .. ,..:_..... .....-..- ,.:"., : r. 11 Ab r4•rm • 1 V.• Y• •• • • • • :w Q#C IN x. STORwI SEWER CONSTRUCTION NOTES: . JI65S 1165-,f1�(-11fGa --- JIeJ.4 tlPf( ANI70 ( 1 INSTALL AREA DRAIN PER DETAIL �cio) 22 INSTALL AREA DRAIN PER DETAIL`-• GRATE ELEV. = 162.85 RAT V �qq . . " GRATE ELEV. 168.40 .., /. 3 I j I I 6 I.E. OUT - 160.85 (SE) 44 I.E. OUT - 16,x.40 (SE) ! a 97 L.F. 6" SD O S - 0.0125 12.0 L.F. 4" SO 0 S G.0200 ... .•. .. .• � MATCH LINE _ F _ - _ M. - 1 � INSTALL AREA DRAIN PER DETAIL � 4 I.E. 163.00 1i ! \ N� i� GRAZE ELEV. = 162.60 09.0 6" I.E. - 162.92 ... �, 6" I.E. OLIT - 160.10 (W) 92 1.F. 6 SO 0 S - 0.0200 I `•_.. ( 4 L.F. 6" SD O S 0.0200 MIN. ro / M 35 24 INSTALL CLEANOUT PER C.WS. DRAWING NO. 950 a ` INSTALL CLEANOUT PER C.WS.S. DRAWING NO. 150 O - o ._ .•,. I �,• � (SEE SHEET C9.0) � r _�_�. I _ 1 �, - '' • (SEE '�HEE-T C9.0) RIM I v I FG=172.00 ( RIM FG 4 I.E. = 161.24 + h $ u I 1 z, I.E. 159.63 N v f { I 9 --- I \ 6 E. - �5 _ 6 I.E. - 161.07 I ° E _____ f I I SJ' I 123 L.Y. 6 SO O S - 0.0125 " ! � I I � 81.IX3 8 I•-; f ,�••�.`� ^ 8 I.E. - 160.911 -I U 4 ) INSTALL CATCH BASIN PER DETAIL 75 L.F. 8" SD O S = 0.0565 ' ,> I GRATE £LE-V = 162.95 Cg•0 25 INSTALL AREA DRAIN PER DETAIL_ � I ��- 6" I.E. OUT ad, 160.45 (N) GRATE ELEV, = 164.70 -- 3 L.F•. 6 SO O S = 0.0200 MIN. » 4 I.E. OUT �- 163.12 (N) a. 5 RAIN DRAIN CONNECTION POINT 6 L.F. 4" SD O S = 0.0200 4 I.E. O END = 160..50 ---.-- \ 26 RAIN DRAIN CONNECTION POINT L.F. _ - r ' ' 1 f 4 SU O S 0 0200 '� � � �. -- � I �_--'~�. , 4 2 2 I r-• \ I � - 6 N I.E. O END 166.50 FF=-169.60 d' I 1 d f ( 66 � INSTALL CATCH BASIN PEP DETAIL 2 13 L.F. 6" SD O S = 0.0200 MIN. � FG 651.00 i �/ •nr 161.82 , 41 I i GRA _ ELEV. 09.0 L (V1 29 8 I.s OUT 159.31_ (SW) 27 GRATE' F CV.INSTALL A=DRAT 75ER DETAIL E { \"I _I 33 �s/� ---- , [_ I 35 L.F. 8 SO O S - 0.0375 " G9.U 4 I.E. OUT = 162.25 (N) C� 6" I.E. - 158.09 6 L.F. 4'r SD +� S = 0.0200 MIN. �1 39 r ! ( 8 I.E. - 158.01 29 L.F. 8" SO 0 S = 0.0125 28 ii=STALL_ AREA DRAIN PER DETAIL -- R V = (CD90 ; G ATE ELE . 168.85 ! ` 34 !__ -- - I ! ( I 8 INSTALL CATCH BASIN PER DETAIL 2 4" I.E. OUT = 166.35 W� 4 GRATE ELEV. - 161.72 09.0 ( ) , 10 L.F. 4 SO 0 S = G.0200 MIN. I 40 'i i I� ll , e'\ I I I I i 8" L E. OUT - 159.22 SE A ,`, I -� ' I FF=169.50 " - ( } O ;� x 36 1 -- -- __; 24 FSG-169.00 �- I i ! .., I `' 90 L.F: $ SO O S = 0.0176 29 RAIN DRAIN CONNECTION POINT ` » I O RAIN DRAIN CONNECTION POINT 4 I.E. O END T65.50 W I / '/ . I I Q f �, ♦ 39 ___ .r ,--L_.__:��= :L' `'� `� 'g SA I ! I L' I 6" I.E. O END - 161.00 11 L.F. 4" SD ® S = 0.0200 MIN. (� Q �► 18 SD 26 �I I �`' 14 L.F. 6" SO l61 S - 0.0200 MIN. 30 RAIN DRAIN CONNECTION POINT A I ♦ 1- 4 , I I 10 RAIN DRAIN _ '� CONNEC.TfON POINT 4 I.E. O END 164.50 \ Lo I 374 I.E. 0 END = 160.005 L.F. 4" SD ® S - 0.0200 MIN.I = � m i 17 L.F. 4" SO O S = 0.0200 MIN. I 3o I 2 1 � _-r--- 1{=.... ! _ - 11 RAIN DRAIN f" 31 Ii,RATTE EL£ALL A�CH 867.24 ASIN PER DETAIL 09.0 D AI CONNECTION POINT - / _ 4" I.E. O END = 159.25 F" I.E. CUT = 164.74 (S) ` Z 38 I , i _ , --- _ - -- I I ( LLJ L0 22 L.f. 4" SO ® S = 0.0200 MIN. 16 L.F. 8" SO O S = 0.0200 MIN. Lu D ' i I' --'- V I 12 INSTALL CLEANOUT PER C.W S. DRAtMNG NO. 150 32 PAIN GRAIN CONNECTION POINT Ln � I I `T (SEE SHEET 09.0) O W � �.,., N- / I I 4 I.E. O END .68.00 .�- ; I . RIM - FG 5 F. 4" SD O S = 0.0200 AdIN. Q 8 I.E. = 15764 z - Q � 12" I.E. = 157.31 �-- __--___,.-_ I 27 J_5 �, 33 RAIN DRAIN CONNECTION POINT I ` 22 L.F. 12" SD O S = 0.0030 W Y ' 21 - - ' ' --- FF=166.00 I �!'' I.E.EO"END = 165.50 � -� 10 L.F. 4 SC 0 S = 0.0200 MIN O FG-165.50 - ! \ I 13 8" I.E. = 157.37 uj 12" I.E. = 157.20 34 INSTALL CATCH BASIN PER DETAIL 2 Y A �` I "" ! �� 60 L.F. 12" SO O S = 0.0080 GRATE ELEV, = 16720 09.0 INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150 6"L.F.I.EOUT = 164.20 (E) CJ) O 5 .F. 6 SD 0 S = 0.0200 MIN. Q % (SEE SHEET C9.0) , ! , I __ - c, RIM = FG 35 INSTALL CLF_ANl_ 1T PER C.W.S. DRAWING NO. 150 ® FC=1114.50 - -- I •\ of � ! i --- : dN ' S" E. 157.22 (SEE SHEET 09.0) I i 12" I.E. = 156.72 RIM = FG * \ wl , 20 v V - I ` {� 15" I.E. = 156.59 8" I.E. = 163.86 O ' i I -_- _.b_--_ - s 128 L.F. 15` SO O S = 0.0040 10" I.E. = 163.78 cv _ _ - 2 122 L.F. 10" SO O S = 0.0631 ! ;sr FF=166.00 15 INSTALL CATCH BASIN PER DETAIL I r= 09.0 „ FG 165.50 ( GRATE ELEV.V = 161.50 36 8 I.E. = 156.68 c� C A I I - 8 I.E. OUT _ 158.50 E " � 0 I I I 19 , 1 6`J F O i0 I.E. - 15�.6U I 7 L • 8" SD 0 S = 0.0200 MIN 0 , I 1 I I -, I 37 INSTALL 60 DIA CONTROL MANHOLE PER DETAIL p I _ I I I 16 RAIN DRAIN CONNECTION POINT 0 _ 10. a RIM FG / SLOG 6 I i !___-_ __ ___-- I 41 , I 6" I.E. O E"10 - 150.00 " _ �.� i -) i 14 I I I TYP' 122 L.F. 6" SO @� O.0 4 "t.E. OUT 155.21 (TU WO) I S 228 10 I.E. IN = 156.08 (N) _ I _ 6 SD RAIN DRAIN CONNETION POINT 15 I.E. IN = 156.08 (S) r----- / FF 164.00 i I t_._ - - -- L--_ I 15" 1. UT = 155.88 W J 5 E. 0 - ( ) FG=163.50 - _ a � � 4 I.E. O END = 160.00 " / / ♦ ,."___ __o--- I i I I _ I 7 L.F. 4" SO O S = 0.0200 MIN. 9 L.F. 4 SD O S = 0.0200 TO WQ) FF-164.00 I 18 RAIN DRAIN CONNECTION POINT 17 L.F. 15 SD ® S = 0.2177 (W) � A '�, 1 f , I ';5' ,• I FG=163.50 1;�;. � � �•., .....� 4" I.E. O END = 159.25 38 INSTALL. 6'x12' PRECAST "STORMFILTER" VAULT = a i ` -• I , I - -^--- I I � , _ , .--- ; 5 L.F. 4 ..DOS 0.0200 MIN. PER SHEET 012,0 RE man► '' 0 4" I.E. IN = 155.0.3 (E) co 19 RAIN DRAIN CONNECTION POINT N 1 " 4 I.E. OUT = 152.73 (N) 4 I.E. O END = 161.00 5 L.F. 4" SD O S - 0.0200 A e1r�';fe/•f 10 L.F. 4" SO 0 S = 0.0200 MIN. / 1: I I '/3 e \ �� -- -'- - I I 17 - ` I 20 RAIN DRAIN CONNECTION POINT 39 4" I.E. = 152..63 L, Q FF 164.00 I_,_____.._,.._- I -.I I » n { I s 15 I.E. s 152.17 FG*163.50 I I I 6 3 I 1 4 I.E. O END 161.75 15 I o_ -- 1 { ) - 7 L.F. 4" SD O S = 0.0200 MIN. 18" 1.E. _ "151.92 95 L.F. 78 SD O S = 0.0044 Q _ fj I I ! I I 21 RAIN DRAIN CONNECTION POINT I - ^_ I FG-163.50 (Al �' 4" I.E. 0 END = 163.00 40) STORM DRAIN OUTFALL a � v 'LAj 8 I I N__ _ ' I i i �\ j 16 +n! I 25 L.F. 4" SD O S 0.0200 MIN. 18" I.E. ® END = 151.50 a o ' W / ! I '- ' J I `I I INSTALL 6' x 8' x f' 13 �n - ---� I �� ,v ! - ( OF ODOT CLASS 50 RIP-RAP I I �.�I I _ I I Q / ,< I I 'jam r 5 L "�°� 41 INSTALL CLEANOUT PER C.WS. DRAMMNG NO. 150 � cu •�lrJ i I I `` + 1 - I m (SEE SHEET C9.0) o w �.. :. _tee S / � I I � Cin `� � n:r•P,t _ I RIM a FG r I v Q w CSD I cV x I I 12 �••. I /. ! " I ! _ -7- ml. p I I i I I 10 14Y Typ, 4 I 3 0 - _ WAft , _ _ _. I----.---. om. ___:u 1. 4111.1 %` - A % --• ^_�-_ % -- % _�_ % % - % - • , El lad I! t r 17T o I REBECCA PARK SCALE W J. 1 20 U 10 20 40 n o r a . ._ ( FEE T11 5 ` 1 INCH a 20 FT +F.E 66 1 q ...uww , , 1 I rr1•- • �w► ra• w..nwri .•vaw . wew.•was.• n•n.c..wl..uirm...w+ 1owww..www.,a.m... ....s.a.•+, n,. lrw..n .r..w++rws•mew,w•o.r•.........n.+'wwnwne...w. ,•.,, . Imw.l ..+ 5 Iwrrnw - -mw•.r. l w ■• I •ewr wa ,+.m.,n.l . wwwwI • � t .1M.lMMaM•!".;.wtl'1U14MLMIY.YYK"MMM. • wn..; •-rv, e ..r+.M -' 5r' ...- {' V^q(411. .. IF Mr �M. +rwW.+W dM` ll,adl wY• ., . ., ., ,,, ,. . .,. r. . ,.. ., ...a .bY{ 'rd'h• :�P}I' �.� 14Y�(' 'V,b'� '- . u,..11��Mk1n'�f Cpl+ ' ' � "!•a.7. ,,l. ;..:;� s b. t#, 4.,e.. n W H�1i� y.i1MMMR '�+"'lbd.•ZrS:FMMIwIM»IIkY•.'� ^ 'TMtHIM.Y'MMNYR.�M�'�',�-. at�ga.WWNMMI!!!m EskN<ld+1F1�1odaltYM�r+i6N +ANM�FME tle+Mdk�YWT •f ASSY!•• ;1M. N" 11 1 I ' r , r:. .. .., n. -.a .. . I Y ??d V, 4t i _ l al.r s X14 t .'r� w,. .•a I 1' - .. ..Y.W .ItfbY :'Y..,• .... . ..._ h,. .. { -. ,; .G..+ .. _ - .. .. . - - l..t' -1 Ww•..,•c•.ar. ._____... .-.. .._.,.,._._ _._.a. .._...,r., _.....u-.._.uu... ........J..,.,r.__.«..-J..-.u_ r_..._-.,_a.,.__.__...-._a..-.,.-..r.r...........u_-_...,.r.n.,_,.r... r:...rr__.. =:....__..,_e .a:,., - .r.i' n... .11taJte,.m.:'reur,.w__,. .-.._-_w rib - •In. - - 1 ►WIYIt .ra.•r1. u6..le►_fr. __-_ ►'ar..sr: i-.._.- i ; Y „ I 1' S1i. f ,I A N ;r. ,I,• r .. .. •i "a .f..- ........-.........:.... .:..:a_....,Y....,:..e...,.. .:.ra.,.....e:e,.l:w. ..d.c..,...,r..:,.....a...+,... .....w...:._:..........,-,.........w+w...,...,.+-Ww"..y.,.....n .+,a...,;<a,:isk.u:.A.,..r.u..... ._.u,.:au' .urr., .._.w.w.r..,....+«twa....✓t•.w,.«..,r...a..,.. .. ...... .o..+...a,...,y....w ,.a.. ....,.....,, -..uh. .,. -- - - •ifrY •'.n, . .-. .....,... -.; aYOl.I{ill•L:r _---�wa�y1 . ,+N.,_:.. a'u'-- DAG INDEX: ••• •• � J16:15-W-N?Ib _ t,'l� -- S - - - 1 SANITARY SEWER CONSTRUCTION NOTES: 1 Tj S.W DURHAM ROA® - 15" IE 0 END - 168.26 r ---- - - - -- -----'---- - - -- _ - -- --- - 64 L./'. 6 SS ® 5 = 0.0280 - - - -- - ---- -- ---- - -- - - ... _ -- - --- -- - - - - - RT - --- 3 _ - -- � �A ERIAL � G cu •► INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150 3 rn -. E SHEET C9.0) SSE S T � `' ( 1M 'a FG `n I .. - ;li%C L„�'f_ - il'` L.=,ivf_ 6" IE - 167.06 \ j 3" IE = 167.19 --- - - - ------- - _- - - -- _ __ _--��--- --- - _ i w O IE 0 c 169.45 w . ----- ---- - --*- -- ' _ - ---12:±=- _ --,2•• 12"w 113L.F.L.. 3 �S ® S = 0.0200 - - - w ! o f - - - ;--, i __...�.___ __- _--- __ _ ---- - _ 1 - f -.�. _',: -L _ I A; OUT PER C.W.S. DRAWING NO. 150 - . ___.,� ! INSTALL CLE "_ (SEE SHEET C9.0) i 4 - -- -----_-_.- - - ._ Sao _ ... _. -�: --�"` • , . _ _ p __ _ ♦, ',, RIM F•G IE ® END 168.50 7"- ---1� - �_- �-- r. I • , I 61 L.F. 6 SS ® S 0.3295 INSTALL CLEANOUT PER C.W:S. DRA IM.NG NO. 150 �- 7� �� I I I (SEE SHEET C9.0) RIM = E Q f ~'� 1 d I EXIST. GROUND / a.. • ---- _9-- --•--- --• I �� ♦ /�,'' „ • , � ! CONNECT TO EXIST. 6" SS STUB / s ♦ «a EXIST. 8" IE STUB = 148.32 - VERIFY ' �- I i 6" IE = 148.40 a CONTRACTOR SHALL VERIFY EXISTING SERVICE IS Lu I N ALL OBSTRUCTIONS. =-' L0 ro / CLEAR AND FREE OF ANY AND U- FF=175.50 � ' FG=175.00 '� ♦ / _ / • , j « I I wJ 3" IE ® END = 168.00 :z� �=/ 49 L.F. 3 SS 0 S = 0.0200 MIN. ;j Q O "� ! CONNECT GARAGE SANITARY SEWER W ✓!CE TO C 40, BLDG. B SANITARY SEWER PLUMBING. JEE Q C� ` nal I '-� / �'. _f.! / / M ,,,, +� • I PLUMBING/MECHANICAL PLANS FOR CONTINUATION. a 1 FF=180.00 E i FG-- C)179.50 ' ; � * I WATER CONSTRUCTION NOTES:- -_ -- � I i' • I I, , V �FF=175.50 �/ ♦ ,M ,t;��{v� i I ❑1 CONNECT TO EXISTING 8" WATER LINE . � �! In FG=175.00 , // :► - 'f INSTALL 100 L.F. 2 DOMESTIC WATER r.JLn 04 / .` / / / ` /.' % ❑2 INSTALL 2" WATER METER PER DETAIL Ct3.0 ;� I I BLDG E F � 0I0 4 CONNECT TO 6 DOUBLE CHECK DETECTOR ASSEMBLY,SSEMBLY,13 x 41 3FF=17g•00 SEE PUBLIC IMPROVEMENT PLANS FOR DETAIL.FG-177.50 FF=176.00 INSTALL 578 L.F. G FIR. WATER �L Q l W�-FG=175.50 clINSTALL 6" 90' MJ BEND W/ TB PER DE TAIL INSTALL 6" MJ x FLG TEE W/ 78 PER DETAIL 1 ' I I d �' ;;{i�;' `� ♦ �►j rwe '=,.� ! I i I ❑ 20 L.F. 6" FIRE WATER 013.0 Q ' v •' LI I , [:6] INSTALL FIRE HYDRANT ASSEMBLY DETAIL 4 FF=178.00 / lI 10 INS-FALL 317 L.F. 2" DOMESTIC WATER ;V FF=176.70 FG=177.50 FF=176.00 1i INSTALL 50 L.F. 2" DOMESTC WATER FG=175.50 FG=f75.205 II _ I I 12 INSTALL 2.. x 2.. TEE HOU �E) y-- I j'••- 2 x 3/4 REDUCER (E) i -4t, / � j` �` : ,, �: 3 F � 13 1 /�. I •' I � � ,ter 55 L.F. 3/4" DOMESTIC WATER r_-� .3 ,i � SEE ARCHITECTURAL PLANS FOR FDC LOCATION AT BUILDING. iI _7Uj - - � < "_-.. � i ,' i % ''i�' •`�- I � I ; +i ~ --_-1 I 3 i ; ' j I I I � - �,\ F � 0. Q '` j/ I ^�' d � /' I � , � '�it 1�`• '� ,I I I I I I l... I N� 4 � � I I I � I �, rpt 3" W j � ;' I I �,' :� w i, 1 � •, �I � all• 'I 11 SS Q -- <!, / /; ' . I •, cn I I W• " FW I I 1 ExP. 1 /0 2" FDC , ., � I I I i I I p 2 I f y I 4' �,�' 1 ? ' I II, •/.` e L_... I I �'- \ d O Lo 03 cri CL W`L / ._ .__-• {+< \ I,; :' tr , ` ! N e •��l i,� �1 '.� ...,r I I - _-..._.__ i I \ ! e_ �b I © �! o CL Lu CIL 0 EL \ '\ ( - - --- 1 ,., • i r., I I :: /;�;: ,\+� .. / ' I Fc=172.50 n C- - ---- - - i T � �:, lel,. �, I ` FG=172.00 _ \ to Cl CL Z _s•-_-- _-^'•_-_r ( I'/ ' d I1 i'/: 1 �I• t.\ 1,.\.\ �f`. � ' I � •7 \ , �1 ! , � i I II r.'`. , I '� I r t' . - `♦G -E � ''1 I 1 r./• % /. 1• � ,` �� � �� m MATCH LINE SHEET C8.0 / _ r 1 • \ .\ SCALEQ 20 0 10 20 0 V J t "-i_j --- ---- ' �, t I I I ( FEET ) ..1. ..... ' .. J ', ' �'r,•,ri - i ----�_ � 7;' I ;�a ! ! �'' f - I . I � I I 1 INCH 20 FT � 0 u i 1 VL 2 3 4 .,._ 5 .Y,,...Lr.. .. 6 7 I raa, ,• '4' r :�w 1 ,; M1 y 'ihl�:i�k ,� s.,. e •��,j J..�J � �'' I�f.':. !h".< �, r, Y 'a .•; i °F,. ,. ..` .:,. :. .., ...e, A;r.F,JY9aoEFS;5 _ -- .,, ,. ,. ,. .. .. - ., .. .,., •, r^n_.., w r r a'• r u , , _, ,, ,. _ I.'.,.,. •.y 1, ,. )` y „ ....- w .. ..r- ,, ,... 1•.. ,e•1. t ..., s)-,;,;., .-. 1'.r.1 rr:, J.. J.; _ yy .r Y , r f. 1 . ,., • ,...r. ''" " ,. _. :::. , .. < - .-. .... ._ n ::...K-- ,.... .. ,.fes.. iq , 'A 7ti ") k i I ,:. .r .._.._' - • _]ar._.r.0 _,. - ....i_.,: .. .-,-.. __ .w .L•' .. 31{'1MM,�M(':JZ,*W i1. ... . .,:.. -- .....' ... - ..•.: •`,r...., ,:.. : ':iSSuL1...i•i'•-,} ' «uu.N+wi4.i+Jw,t W.n '.- 4+wr.ra.r.::uiWY1Y.W0,..a. '.Witlfu, .wnwwr:ll/W:i` ....- ...-- - ,.,.,..., ._:rr+..w.:r .4.sb= ,.:_.. ... ..,:. ._.;.m_ _... . _-.._.4Y:awWuv<r....r r..r. :--•-=:dMa:w 'S .o.Jrd.-.. .._.... .. ... .._ .. .,aydN w..u.,,a'r1t , ..:-:YYW '1Y�ti.W,uYYWYaY"--+---..w,.•W1 _ , -JiwYW.i,wwMdd4Wr+rWWwn'41r'arN _.-v.wr,+.Yw.v._....wi..r _aarY.WY.r..Y.Y•,WYLL++..ia_..a.aY'S ... _ .r:...•at,: ar.Y.w:.....w.Y-'wrseau,i.w.,..-.__.......w.•l'..a-sYW.JJ'Y.1.w YYY .- ..•Y._..e ` .. -. i n pwG IND X: (L u JI655-01-Aw 6.4 JI655-,I�ff-1,11� . . . . . . . . . . . . Jf655-MCf ARQ1 4 - I I I y 1 \ 1 �! ••• .:. r s ' I � i �• s ,1,, .4e,.•1••, \;.• Ili/ � i I `� \ � 1 I ,�•i� h 6 � � ,, a•• ••• • • •o •• 1p � ,q MATCH LINE .. :. .° . . .� �i ,,'- In ■� � � _ ■aio ` :��� . r• � � � SANITi4RY SEWER CONSTRUCTION NOTES: vj , / l �.�, i 111•, i i w UP 04L 7 ' I INA TALL CLEANOUT PER C.W.S. DRA NMrTG NO. 150 (SEE SHEET C9.0) o $c E RIM - FGCD , I ' �� � �• r � � _L... I I ' 3 I '� 1 ` � �; .�� • � I \ 6" ►E r 161.04 � a;� �^ � • FF_172.50 V N .• 4 ; c FG-172.00 I �- " �• 0 O O u J ,q `^ �L� 6 IE 0 END = 163.00 io 9 LF 6" SS 0 S 0.2178 INSTALL CLEANOUT PER C.W.S. ORA WING N0. 150 I r_ _• _ - - I ; - a - --• I _ _ I,. _ . ' SEE SHEET C9.0 ` v RIM = FG a 0 8" IE s 157.99 . a ! ' , - ••i' t ,f_- i I 6" IE = 158.07 14 LF 6" SS ® S 0.0200 41-1 • �� ' ``.' ------ I ' '`•.�;� _ �• :"-`:, ` � �:;r-. -- � I ' �� �� CONNECT T � _ ( 0 8" SS STUB I _ - a 1 STUB 1 7.71 1/�RIFY uj ---- 88.60 � d 8 E B 5 � Q / ` I I;'•, ,..,,' I I I 189 wFG .00 I I I I � - (SEE PUBLIC STREET IMPROVEMENT PLANS FOR I v, �► l - "' 3 I i COORDINATION) E ' ofd I p I I .- - ----- I ( �� 6" _.IE ® END ,58.91 I _-r 42 LF 6" S:, ® S = 0.0200 6" IE 0 END a 155.00 29 LF 6" SS ® S - 0.2500 � Ld a J CONNECT TO EXIST. SSMH a I A ,111'f ' I - - - I e I : +� : I I I I ( I EXIST. RIM - 157.95�' I 4 01 FF=169.50I ( I � I 6" IE = 147.75 (NEW) I i _�`- \ I •�T� L I' FG=169.00 i I I I I EX. 12" IE IN = 141.97 (VERIFY) EX. 12" IE OUT = 141.77 (VERIFY) U f �- -LA ILLo---- -o I I 1 ALu I- W , WATER CONSTRUCTION NOTES- Q ! I i3. - - - s @ W CONNECT TO 3" DOMESTIC SERVICE �L COORDINATE WITH PUBLIC IMPROVEMENT PLANS. O LIJ 5 a '� I INSTALL 48 L.F. 3" DOMESTIC WATER X " " A 1--mom ❑2 INSTALL 3x2 CROSS FF=166.00 ; 00 • E- (� W FG=965.50 INS7ALL (2) 3"x2„ TEES I I III 7 L.F. 2 DOMESTIC WATER (N) a 8 I I ' I 8 L.F. 2» DOMESTIC WATER (S) C6 � INSTALL 3"x2" REDUCER (W) 265 L.F. 2 DOMESTIC WATER (E) Q I FF=165.00 FG=164.50 I I i I i + 0 INSTALL 6» 90• MJ BEND 'N/ TB PER DETAIL ,13.Q I N II M INSTALL 10 L,F, 2" DOMESTIC WATER & 2" WATER �• /10, s" - I V 8" SS I I I METER PER T.V.W D. DETAIL NO. 702 z S I I v s - (SEE SHEET C13.0) o ' . \ 161 INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL I 0 I � I C 4 -) - SEE GARAGE PLUMBING/MECHANICAL PLANS FOR 3 6 .'..,,� ,; - 18 U. CON IINUATl014+, `° �, INSTALL 11 i L.F. 3,/4" WATER LINE I I BLDG D i I '__ -� i`T I------'- _ °� I F8 SEE ARCHITECTURAL PLANS FOR FDC LOCATION AT BUILDING. / � A I II FF=164. I L L __ - __ _ 1 0 INSTALL YARD HYDRANT PER DETAIL �� FIR Fi'u f6:�.50 _ - - - - -- - - - I ! 0 1 ro 13. ��`�,c,IN FF=154.00 5 cn �, E FG=163.50 578711 OIREGON 9 ' O A. I EXP. 12/31/04 ulV FF-164.00 I - - - i i __ -- --..I F TTT 's FG=163.50 _ j i i I w �y I � D .- / f' I j /�\ FF-184.00 I + I 4 u, Q Q, rn v t I FG=183.50 n N 00 T� Q. uj L � c n W N " •' I , ' - I I I o7 / I 1 ' I \ ` � I � 'r Q, I ! I I I I o CL I , I I :• L R + i ' u x x x - x x '_ x x -- -- x --- xlit" um we i � SCALE i REBECCA PARK ' \ I 7.0 0 10 .2Q 40 ca o ' Ci Q Q1 I -..-- I � Q I I I I ti' I ► ( FEE T ) - S ' cc cc HEE r f � 1 INCH = 20 FT LC82 45 6 4r l'. 1 2 I wws _� _. as .r.� .e..we••nnw.•waw..• 7 , MIL t , .. -- ___ ..., . .._. , ...-.-- .�..-.. __ �S �t"a.'41"MH'•MLwwroUfA'tt.M+.'fM! . -.... .nlw1111111� , : • �� ^r;Y 1 , Mrt 5., 1 , A ' 1{ I i +� —71 j 4 I fi +i .. fdr --' xt���.,. .. .:r -='`'"_-,:kw.+u..., _._....:.;.....:...rrw-.r.o.:.: 'JMitY3,. "����r .wa::+w7YYr..n:.l ._.- r.W . ..,..... s.,. ""s'Nc+L'.•1• ..y6aai"" .+� .ate' ...u. r" r� N, PLAN OETAL !!t ORA�q KIIQ �0 3 4" SQUARE ilTMJ1Y .AST Y Y AA B B • Y. ". •. N „ STAIOAOMI Q� /�i01t "_MOPI-'lAB1R( f�11QJ1r � ®� O � • • a � ' ,.' " F /Rw AND � .... CJI3 Ir ^'4 0 ►- SF.CURF. 2X4 IN PLACE >w ORAQ 11� , PIPE SIZE AS SI FCIFlED AGAINST PLUG W/ SACKFIL L R rORAO[ ILIO MANN= Q a I► � 17 E7 TO PREVENT PLUG @LOWOFi" O 2R L]® CJI O Dov o u ° .�•• .' b • �� j•a 4w MIN `13XRM Olt SAW � ° � � v i• r. . • 's> a• 49W MAIN Al1Y to v - FINISH GRADE--// r • • Holm y 4 1. FOR ISM OMSTRUC'M AIL M UDR AND N=M PPWK o� •'' k {p�yy �' • b �s q ,� Qp6 1101ai TO Ir PM 10' MAW MALL WArN110 /ACIIORif ,f' t • V.•` °I1EA7WT P'ft PLUG mm b 2X4 A. PC ASM-304 a,.• ` �`— ALL PP6 OU" K COLOR COM , a f 3/r-0 I= A s,• SECTION B—B OM �s'a i PPIA s • - • sI• wL. aima Q . «' .� *. U&SMUM or r MULL ML 00I101117E ASM C-14 CL-2 Y o. Ol.i410UT C. DUCT" " CLA9I`-w .�► a HEIGHT: 'TOTAL LENGTH OF 2X4 MIN •�, •1 �i • 9� LOT#, AS SHAWN ON APPROVED SET OF PLANS N•�� �•� HEIGHT wARKINGS TO FACT STREET AA a• OF GROUND MAPF Ell > SECTION A—A COLOR CODESURFACE W ` •# • �• • 2X4 SURFACE 16 d 4 • t ` N �"�'- 3rTo I LOT# (GREEN-SANITARY) xci E •` ° (WHITE-STORM) J• s ?'•� •max` • • NOTES: �— LABEL MAGNETIC TAPE M TH SLACK LETTERING 1. x" ALLEN HEAD BOLTS GROUND w N SANITARY: "CAUTION SEWER BUMED BELOW." • • 1" LONG ;RECESSED. - --� URM: " r STtCAUTION STORM DRAIN BURIED BELOW." a►a• • ► 1• : •'• • 2. ALL PERMANANT CLEANOUTS PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. 'TO HAVE BOLT DOWN COVERS. r 3 Q �•,rt ��$M,�.;r •;�:' .4 ' 3. MATERIAL SHALL BE GRAY � • CAS7IRON. ASTM A-4Q CLASS 30. a P'IP'E r^ r� • PLUG �+J • 4 4•_ SOT" OF WVE • MIP.IMUM SLOPE FOR 3/4"-0 PIPE LONE 3/ 3/4-0 FOR PLASTIC PIPE �'� • 6" PIPE - 0.010 MATERAL AS SPECIFIED ffjw, /) 11 SUPPORT TEE WITH 4" PIPE 0.020 J LU ' 1 L� DETAIL BEDDING GRAVEL. J ✓SL D NOTE: CONCRETE ENCASE ENMINIMUM 2'0" WIDE ELEVATIONTRE WYE SECTION AND 43 BEND IF CONCRETE PIPE 1' CL CLEANOUT FRAME SIDE SEVER SIDE STORM "::� ,j STANDARD CLEANOUT n� Se1 AND COVER & C�e�nWat r Sea s w C O� rv� • P!P ELI N E REVISED 02•-03 Our commitment is clear. CL REVISED 02-03 Our couNdtmant is clear, DRAWING NO. 160 REVISED 02-03 DRAWING NO. 170 cc DRAWING NO. 150 �- 0 TACK ALL EXPOSED MATERIAL PATCH AC TO GREATER OF 3" 1 THICKNESS OR EXiSTiNG W + 12" MIN. C 6" MIN. SAWCIIT 6"MIN. . EXISTING AC � !Ll 40 n �� Od � aa Od � C OQ000% Go v N�Ga daQ Q Qda O Qp (0)GO 00 a A578t 7N'10 d 0 a JLQ �fE 1 d a, O % t? saal �rE G 6 DIA. PIPE, UNLESS OTHERWISE NOTED 30" MIN. 4 oPN, d co 14 FLEXIBLE f-DIA AS NOTED COUPLING ON PLAN UNPAVED F'AVt D d0 00 3/4" - 0 EXISTING O � `qS A NDS �I1212, 12" SQUARE GRATE (GREEN) \� BASE ROCK o d a CRUSHED ROCK ' AREAS AREAS 00 REMOVABLE � _„�_ ® �� EXP 12/31/04 r PLUG ®dd0 d0 © I ,,---- NDS #1217, 12" EXTENSION RISER CC ,ON�Aor�c- _-T �j��;°d A O � / SINGLE OPENING It TERMINAL CB CONNECTION /\ �� ►� Y B /--- USE X1206 UNIVERSAL PLUG FOR UNUSED OPENING. DETAIL \\ o o PIPE ZONE N v 4" NDS 1142 UNIVERSAL OUTLET GRATE __ » ,\,\� n �,� Q + o FINISHED — ECFV-- -- 27 3/4 SQUARE GRATE SELECT WITH 4" 90" ELBOW GRADE NATIVE \� C1 iv UNLESS OTHERWISE BACKFILL %�j� c'r=��� 3�'4"'-0" OR ? i m CD w 'I W _ NOTED \ \ C » » i II 4 PIPE 6�QFLOW LWTO OR SHALL ---� 1--DIA. AS NOTED ON PIAN (D.I, PIPE IF LESS ��\� �, 1 112 —O q W Q BE ATER THAN THAT OF LEANOUT � `� THAN 18" COVER FROM FINISH GRADE_ TO / � n N IY O O Z \/� o CRUSHED ROCK L: THL CONNECTION PIPE ti TOP OF PIPE) \ Ol-� U S O V) v -FLEXIBLE o _. IE m TRAP `� — t WHEN NOD ON PLAN (Mnp) v - 12 MINIMUM UJ(TYP.) 0d NOTE COMPACTED 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFII!. OF TRENCH. � FLEXIBLE 2. SEE. STD. DRAWING NO. 2@0 FOR BEDQMIG. PIPE ZON_. AND TRENCH RACKFILL- oD (I w `OUPLING AS 0e)00v DIA AS NOTED �, r FLEXIALE. QUIRE.C� CRUSHED '4 M.NIMUM12 • COUP,t.ING r 0 " I O k a,! MIN. ON PLAN 10 GA. STEEL - - 1 ASPHALT COATED INSIDE I WYE ~ \ �t ! +c \ Ac OUT LYNCH TYPE OR a I� l PIPE ID O APPRQ ETC EQUINA L - a + 12" REMOVABLE.'-1 PLUG 4" MINN. D" PIPE ZONE AND C.R. CO CTED 2• - 0" BACKFILL MATERIAL OD SOUARE As SPECIFIED SEE ABOVE FOR ► SELECT NATIVE MATERIAL IN LANDSCAPE � \ TERMINAL C.E. q m F m A - NDS 11225, 12" IE AS NOTED CONNECTION AREAS FOR TELE, ItLE,C. AND GAS. SLUMP BOX ON PLAN LLo Q T--CUT o ~' 3 ASPHALT DETAILS Our . tSfnvC ; AREA DRAIN '� CATCH' BASIN __ _ _. _�_. _ 2 UTILITY TRENCH ar wl�Its u M r ;NEE. ~ _- C9.0 Al. ?.S. C9.n DRAWING N0. 285 REVISED �z-�o3 . SCALE: N.T.S. �i�. C? SCALE: 1"= C9.0SCALL. N.T.S. w 1 7 3 4 S 1 C] � r .- ', .. .- .. .. .... S7=T1.7 tArO,r _. .�..ca....�.�-'^+""^.'•..wR•/}Awt - _ r 1�1P�1', ct 'It 1 6 : �wl • i, r • 4 l 1 .. _, MR .. . . ._.._:-._`__ ___ _ .. ..... .__ ,.. .__1 ':_.._.__.._-..�. _ ._._.. -__. :._ _:"An _.-.�...."'�._. ' e..}r_....-. -,._.�.__....�.cYi�........_....-_... ._.____ _.__.-_.____ -._-___- _ _- _-'_. _ �__- -_ - - - ._._. �_._. ..� ..�.�:hsa_�i.._try .J._r.'. _- _ d.a� �._,,' :r•- .f=Y i r. _ 6, , . uf, : :� -ill + �y�, �:.��•,: L -,�.. moi- '. I :" ;' :,. - a..:.....�-,.._-....• � ...r...s...�_ _.-..:..:_:._..-..�.:_.�...,._.-_. :... , ..i.�,. ,, � � .:: .i._.......act :il "Pr1Yir..r—.i" J4SY.la. .... �..a. .+._....:ta..,.. a..v.J�.:.a.a,i...�.- .,,.-..-ila...:.:;.:_._,..'aW ''wJu'.t.n':X..{t:5' •+3 ..,.�.:.. ',7T r " l .r r r •'1 A :V+V r A1 `` QirHY;iB•4s;t ., -... ...:.. - '.,,rS'' `--.,..,...- .�.ur.ur w, ,..�_ .—. ,a a:.�_ -.. ,. -• YYkfY•MLYdr•yy. •Y '....._..,,... �kk� - :. .:' �V•YUWff.lme....v.r�.:st.:aa »,ar..uw:.R.z ...+v.+..wr-w...slu•+.ar. w ....,rw •Y3rt.MWL 1 ,-q•aF ��I � .:•:'• ��•�� ,,.`_...-, x+aaNtY+t»i:s. n,�•+:„ww......rra•,evs.=:rwYW1HY�fhf11M � 7..:.....,.. -r+++isf- -...u•.a...,....-.....,,. .._. .. r:.f..re...r..y.....>..-,....,+.,,-..�,f..rW '_•...:..+:.R.,,1.:..�.:..-aww,u..a,..:+.,a .-.+Fa., a.+.w'.rxrw.da;..r.:rr,......, ..uwa+r..•..:.vir...4-a,.a•.r. All �' .Ar. ..a... ... • • • • • • • • • PRE--CAST �" CONICAL �iSTORM PRE-CAST CONICAL. HOLE-S NOTES: HOLES (2) SANITARY C( S OV'�RONLY .•. .`. .: •.: .•. { COVER ONLY .. 1. ALL STEPS SHALL CONFORM TO THE —"""'� . •. •• REQUIREMENTS OF ASTM C-478. 2. MIANHOt-E S7EPS MUST BE TIGHT AND +..•--••-�••.� FIRMLY EMBEDDED. ` .:. •:• :•• .•: :•. :•: cli c 3. ALL STEPS 1MTI.ON A MANHOLE SHALL. N BE OF THE SAME DESQN, TYPE. AND • ... .. .. ro o SIZE. (MIXING OF UNMATCHED STEPS 15 NOT PERMIT TED). 440 { i 171 ! r fit owe— .:� . .1 ``r--- — O ------ 10-3/4" 0 w '�..�• '!q O O O . '.�, 12' •to , •,y•ac �,• 12" a WPOLYMER POLYPROPYLENE PLASM toSANITARY STORM 1/2 GRADE 60 REINFORCEMEN 1 � '�r �. � fi4"3Z4 91 C 0 13' CC E 3-3jFOR ff PLASTIC SAFETY STEP •-��T z to 641 220 R in • �.. :: U to 06 3/4' GALVANIZED BAR .:w �:�� !`, �, I I W r MATERIALS: ';�;: '`.e �•. k 12- GALVANIZED: i r.' �.�•._,.� 23„ ._.- -s•..� L k (3/4- DIA.) GALVANIZED DEFORMED REINFORCING BAR. ' �'' "' REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. w - I — 31„ I "� GALVANIZED CONFORMING WITH ASTM A-123. PLASTIC: '• �• • �' �j MUST CONFORM WITH ASTM C-478. • .!�s,. I UJ STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. -TING ENCAPSULATED NOTES: '� � � � ! Mt TING REQUIREMENTS OF ASTM A615 VATH INJCCSION MOLDED COPOLYMER POLYPROPYLENE 1. SUBURBAN T�'E NOT FOR USE IM TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS I.r (0 D1MTN SERRATED SURFACES. i 7. COVER AND 'FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 4'FOR GALVANIZED STEP I I 3> COVER AND FRAME TO 8E MACHINED TO A TRUE BEARING ALL AROUND. 4. NOTCH Li0 FOR LIFTING HOOK, CL SUBURBAN AND STANDARD Uj aV Ct oMAVH LE STEP w MANHOLE F - V REVISED 02--03 Ow comadtamt it Clow. REVISED 02-03oft somman"` DRAWING NO, 110—SA/ST I t DRAWING NO. 100 C) C.� LLj NOTES: I �� 1. ALL PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. -3-478 H-20 LOADING. V) ALL. POURED IN PLACE CONCRETE SHALL_ BE PER cC SPECS. C Q _ t,y PRECAST SET' FRAME IN CONCRETE NON--SHRINKING SLAB / GROUT -'-' H--'20 LOADING a --- .., RE r / FINISHED PAVEMENT GRADE ..; --- PREFORMED _j4 A, PLASTIC GASKET qS �0 y !E-156 08 - FRAME & COVER •' ABOVE r��-S TANDARD LER 155.88 MANHOLE RISERS. — ExP t2 �1 A —� — MANHOLE STETS " a C, 5" HIGH FLOW OUT I FLOW / �' „ - IE IN Q Q GO' I ANETER AIANHc)!E _FLOW �. 0. ` O \ - IE-155.21 FL.O W T HIGH FLOW OU Cr 1 Cot 156.08 " TO STORM FILTERS - ;. IE OUTm w �F`�r 6.. -IE OUT m w f CL n y�d� ��/ '0: VARIES L: t �� /r 60' - 72" Cu a o UJ in it 4 x J X CL 8. . •' �, •�. ,• .Q J' o U .0 a°4 12" LAYER COMPACTED I 4 else GRAVEL (314"-0) 71 A MANHOLE OU FSIOE DIA. -- nPLUS 1'-6" (MIN.) LC CL Q I m eEi A w - A W Q 1 60' VIA. CONTROL IW ANHOLE 1, 1 10� SCALE..: N.T.S. ! o 2 3 I �. 4 1 5 __ - 6 o .:. - � � "� .__....«_....-,_.•......,..�:a.r......—+.wma•�.........r,�waeu _...,..—r—+,..+a..r+._..._ .Y,,,Y,..w�,. �.:>.r..r... r.n•ra...em:,.,'r�•wgf.ww.asaH::.. � �� ik,�L, i. ,A - ' y r i s. .. .r .. 3' ( 1.,! +yy nk V Y 1)•..':,. r r .V�' ( r4 141 Cl l r,1 y/may !3 k - 1 i; , ..'t" 'T: '�:'Y• �;`„ .K:!I,�ia ,i � � i I �,� + + n>l I : I .. ,1 ..,.V ,..v. t. r.,.n•,. ,...v.:. ive d ....i. :. ,.i.: ..t' :.lti '' .N .'��v �• .1: `..�,Ffc k'!•t .. 7.i•,:� � '' ... 1. .. , :.�-:i.'r v l^..r. �.. .,•sY .k•ar n!•• g',{w;i. yy c tt .t 4 f rr r, R� �. � 1 ,"♦� ., ..b ,: - •.:,, 1 :;rc5 ... ,.. � b£ + .,. .. ': 1y+� r. ,. .�}+,.. .,: .. •k�>'L :gi r .:" i, 4M.. ) �`'Yrw 6;,. . ,. .� l ,v�,. a 1.. ....'�_ .,, r., I " x. . -,: r r. .,.rer {, �t �r�'• � t+,T r q,• �. .� ,. ': s':. .M1, .. i. .,.%v . ,, :.r s � n •d... r:a, p t,x 1 y `I 1 ii• j 1 I ' �a F F! 1. rc... tl 2 , 'la6z;;i •7b 'y 1' '�,d 45 q� r ;,71 ,. ,n,r..}[ :,:: "�,:. � .: ;:. ' I:...al,.� ,. '',, �;,a.. .Y .'Q;ba •«.,,:a a,�pil wr �Cr :��Fr �' . . ... r•..� .'Jr .: � ., ,;' .r". s X1'1..;� ... :t, __. •.,". ,• a; ..'z:7L4• a,�:,, f6S :1: .I� t 4�.yt y Lkl'�•: ',..i _ ... r... -r'..., .:. .. ,. .-.v : r-... �� _ -. _.. ,- ' t,• t ./-A• Em9baiialwl ,.rit •i'' ,r a i,. I LJA _. .. , r • I Mimi i I r. t 1' 5, , r1 � 1 • r I r ..., .-.. , .,t. 1.. , .,_ .. ....... ,. .. .:. ',... .., ... .ice.', .. .. ., • .i,:... .. • -.:? •' ri I 1 , v , , f r 3V� kis, 'YA416'f44 , F r:. {.!(mrr. ooII �.b117417f,�i .91Y1'!ITi1N,.4 ,• ......,..,,r.. „- -"yet ,. .,,. ,.,. ..,:.. ,. •_ ... .. .. ,, N � . ... �a , 6� T, ,r :i7''�'ll �iF9'l e�,VYr"�.!',:w'.9• :.� ,'$cif? i�r�� 6 ,,+NSS7'ef. 4 ` �.1 .v -.. .I .. T SIS_ I � 3•1 „ uuII 11 . .,. , .. .'•-- -,,.. ......:.,.__•m:.rr...,...,.r..+.:,. ..,rsstn W.x..,.....,¢ta cu,..r...:u.,:..+r.._.•_........._,........_ �Y•�,MN .,,,..,.....,,.v.... '' s,r.w..+•rac_.•,. _.r..-a,s..++A/r.wMl{rur'...v..ac+a..a.uw.•.• ...: ,.. :..•..i.lib•461ASWfiW/w.,:rl.:...wl.nc..w-•:_ •Mi�N1�k1t,INliddt'aAYrum,u.wr_...w..„:.-.t:..:....r...-..,.,......uv..vYw.n.,._...:,_u .w•-aaw.wwo.rww,.,w . ,.•,e.,:,.,rw.. -+...r �dY.Lus+n. w. • • • r • • • • • a - _ QSI 1 I fjlZ_INDEX • n ' . f • •• • Y • •av ZC I I VI � O �Ob I I Nww co 1n neo 00 0.0 LI� 12” 0 OU1LET STUB ACCESS SEE NOIR 5 9 C INLET GRATE COVER +. REINFORCING BARS lJ ( ) 2 2 6'r SEE NOTE 6j (TYP) y, U F_ WEIR WALL-�� OVERLAP - 10" e GENERAL NOTES 1 C de 1.) STORMFII_TER PY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667. V'7 14 UI A 4" 2.) FILTERS TO BE SIPHON--ACTUATED AND SELF-CLEANING. `„u (TYP) d U 2,_4.. 3.) STEEL STRUCTURE TO BE MANUFACTURED OF Ya" STEEL PLATE. - / - 1 M • „ • , i , „ INSIDE RIM 4.) STOI i�r1LTER REQUIRES 3.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND a OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. \ 5.) CBSF EQUIPPED WITH 4" LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. I X UL _ A STANDARD OUTLET S•ruB IS 12" IN DIAMETER. CONNECTION TO .'OLLECTION PIPING CAN BE 4 d MADE USING FLEXIBLE COUPLING BY CONTRACTOR. A 6.) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH U) SCUM BAFFLE INSIOE4RIM iN51DE4RIM INSIDERIM QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR I INLET STUB (OPTIONAL) 7.) ALL STORMFILTERS REQUIRE REGULAR MAiNT NANCE. REFER TO OPERATION AND (SEE NOTE 5) I -- 7'- 1" _ f I OUTSIDE RIM ` MAINTENANCE GUIDELINES FOR DETAILS. --I — RT. CATCH®AS1N -- PI_Ari V1E►h' 9 2—CART. CATCHBASIN — TOP VIEW 3�2 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQI:IREDG2 CA TO BL SPECIFIED ON SITE PLANS.SCALE: N.T.S. j J SCALE: N.T.S. ---- _ — ----- , - 2--CARTRIDGE NEEP CATCHBASIN W STORMF-ILTER DATA � I LIFTING EYE �_ - ACCESS COVER (TYP)--\ r-INLET GRATE (TYP OF 4) DESIGN WATER QUAI_i?Y r LOW RATE (cfs� O.94 01 Q6 a 6" p RETIIRN1! PEAK LPER()D Or cPEAK FLOW yrs) 125 OW RATE 1 1 7 4" o OPENING--,,,,,, i'-5 1/4" OF CARTRIDGES REQUIRED _ _ 2 CONCRETE '1 PERMANENT 2, CARTRIDGC FLOW RATE 15 GPM STD I ~+J COLLAR J 4" 0 OPENING POOL \ MEDIA TYPE - — (SEE NOTE 6) ELEVATION_� / - -- RIM ELEVATION 169.00 CHECK: RIM - k.-OUT = 3.3 1.E. DIAMETER - / r'� 3'-3 5/9" CARTRIDGE. 4' -9' INLET STUB 166.29 8" 5' SIJPPORT �� OUTLET STUB 165.7- — STOP.MFILTER /I � - -- - — CARTRIDGE CONFIGURATION: � (TYP) --- - i OU TL LT II INLET STUB !( C 1 (OPTIONAL) 12" 0 OUTLET STUB I 1 UNDERDRAIN (TYP) (SEE NOTE 5) 1 MANIFOLD 2' 2'-8" _ 2' 2" 0 OUTLET - f - INSIDE + Lj INSIDE - INSIDE INSIDE PIPE FROM —1_ CLEANOUT_ 12 0 OUTI.ET PIPE UNDERDRAIN ACCESS PLUG (SEE NOTE 5 2 "0 1/2„ INLET - ) OUTSIDE 6'-9" NOTES/SPECIAL REQUIREMENTS: OUTSIDE �.D pkOF r 2-CART. CATCHBASIN - SECTION VIEW -� 2-CART. CATCHBASIN - SECTION VIEW sc"Z n.rs. y aqui, n r.s. 2—CART. CATCHBASIN — SECTION VIEW A -A 1 — _ 57P%1 SCALE: N.T.S, THE STOiRMNATER AGEMENT � THE STORMNATER NAGEMENT IN _-_- s - _ THE STORMNATER NAGEMENT StormFilter StormFilter StormFilter rI►pREGON U.S. PATENT No. 5,322,629, U.S. PATENT No, 5,322,6:..9, U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, vq� No. 5,707,527, No. 6,027,639, No, 5,707,5?7, No. 6,027,639, i4 2 No. 5,624,576, AND OTHER U.S. No. 5,624,:176, AND OTHER U.S. No. FOREIGN AND OTHER U.S. AND FOREIGN PATENTS PENDING AND FOREMN PA'TErM PENDIF G AND FOREIGN PATENTS FENDING A A ExF 12/31 � SHEET DATE BY REwsIuN DEEP STEEL CATCHBA SIN STORMFILTER SHEET DATE BY REVISION DEEP STEEL CATCHBASIN STORMFILTER SHEET DATE BY REdIS10N DEEP STEEL CATCHBASIN STORAdFILTER /3 PLAN AND SECTION VIEW 213 TOP AND SECTION VIEW � 3/; NOTES AND DATA [LOCK � a STAND�'•Ku DRAWING — 2—CARTRIDGE' UNIT STANDARD DRAWING — 2 CARTRIDGE UNIT �i/M/A Q STANDARD DRAWING — 2—CARTRIDGE UNIT STOR /WA — M A N A i t M t.M T INC. AT PROJECT �0.: DRP•WING F11.[ NAME: A/A N A C't M R N T INC.I N C O M A N A i S M E N T INV. � ATE: PROJECT NO.: DRAWINr, FILE NAME: � 0 a ATE: PROJECT NO.: DRAWING FILE NAME: SIGNED BY:_AL- DRAWN BY: 800 548-4667 ESIGNEO DY:.,�_ DRAYJh BY: A 1 13 04 X SF-2-SD.DWG 800 54f3-4fib7 FIGNED BY:�>L,. DRAWN BY: J"R 1/13/04 XxXX BSF-'- 80(7 548-4667 1 1� 04 X G f- - VYG O rJ � - •�wma cc I o0 u O I ? m W O �- 4. CID W Ix p in Q a w � r OD UCL C� q Q, I w co - W � O �a f1 z vi W OAC Q I� U Q Q Q, L _ i 511EF_ c� QL cl I i v t U .C,/ 23rww.wuuwr ,n+"wn,al. aw .w 1, e•.ww, .w •wr • 1• .• ww•7rwr www .w.wsn. rwwalw,w•,raww• aw1 I .• a'•• 1 • ` .�- —..•.....•...• .w,'r•'^,.T" r ,rerp,.,,u,tl .'..w�. YMMIYM•r+'a. • - .I , : , i t , r , i.. • I , I 4' r i r ri S 1 J. ^ti , 1 .,..: :..., ... .L r.'.:y.lii '•1..:nr♦'.,,r. 1.L._4,. _!. . ;a i. ,:. I..I.tl ; ..:._:v i a-..:J.}Y.. ... � ,kL},. ,t "All IM 11.1 NO ?a 1 ,..:.'. .: ,.. ..w ,.,J. _• _-s,• ....... •4 �W,ua l4naxle:i.. .,f•e�'B�w•; „ ;11 IMP lkllrjj :LAO Ali ' _.r, ... ! , , 3 i., , p d ;r' • t .: _.,. is :;. • ..,, ,:., ,:_ v i ( :....a ,'. .. .. - a r B i ., .. ... .....,,.:...,...: ,.:_... :.,,.,t r....,. -e.. _.,,... . ..,:r..•Yr+,..,.,.....+'e.w.... . eLr Y.eu•a••r'L•r "" +rrBu•.r.-I•.._:...,e,a,..,.. -.. .. •,cel YY, .e ••••ffr ' �•Y•e•r.._... ..... ..._... I' ..., -t : •:.- ., ...__._. ...... ..,... .___._.,. ..;. '.••: __ +.n.•..:..,....s.+.•.c:+a•aY.Yswsw�••r.• ,. _.... ... ...._w ..,... ....B..•,... a _..-._n._,. .._., ...r«. ........ .,.wB•wru , ..d•e•uaul.�- -WY.B _. .+-.. .:, -. , ._._ - .me+. .....w.• ..•,..,.«....... • moi•....- .. .I.._..._._......nr.:utitiW .i•. rr..,,....•..,.,i+w. • •• •• •• • f • • • • • • • • • •• I� • • Y • • • a • • h p F 6 ' X 12 � PRECAST GENERAL NOTES R1 N N .� ALTERNATE PIPE STORMFILTER DATA —_ __ � � c'"'� `° ° U i BALI-AST B LOCATIONS (TYP) — - ------ -- — _-- In W (SEE NO —m- TE 7) LIESIGN WATER QUALITY FLOW RATE (cta) - 0•27 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND. OREGON 800/548--4667. o o Q 1 (SEE NO TE J) PEAK FLOW RATE (09) 6.74 2,) FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. RETURN PERIOD OF PEAK FLOW (yr>:) 25 r OF CARTRIDGES REQUIRED g 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM 0857 _ — AND C858. CARTRIDGE FLOW RATE 05 GPM STD P _ 4 ) STORMFILTER REQUIRES 2,3' OF DROP I ROM INLET TO OUTLET. INLET AND OUTLET 4 MEDIA TYPE — _ - - _ _ PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRAC OR. PIPE DATA: I.E. - MATERIAL DIAMETF,R _ 5.) PRECAST STORMFILTER EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS ,. < INLET PIPE #1 155.03' _ 4 ;f INLET/OUTLET LOCATION. INLET PIPE 2 _ M E.) RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. CONTACT SMI FOR d ` A OUTLET PIPE 152./3 4 OTHER OPTIONS IF A SHALLOWER SYSTEM IS REQUIRED 7.)- �O" M EANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER IF NEEDED. BALLAST 2 RILtVATION(S): --� ' ` / / _ TO HE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLAST a MATERIALS TO BE PROVIDED BY CONTRACTOR, 4 �� C� I 8.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERA.TION AND / MAINTENANCE GUIDELINES FOR DETAILS. 166.56'' 166.56REFLECTS DESIGN INTENT y ) FTABE SHOWN ON PRODUCTION ONLY.0P DRAWING VAULT DIMENSIONS AND CONFIGURATION FLOW h A 10.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED I LADDER - s TO BE SPECIFIED ON SITE PLANS. CARTRIDGE ANTI-FLOTATION BALLAST HEIGHT v WIDTH i BAY � ZAA N/A /l ` — — NOTES/SPECIAL REQUIREMENTS: OUTLET INLET r. ,, i ° \ BAY � NOW / �jBAY � INLET PIPE -- — --- a '-� FLOW uj PIPE b �_ — F. a OUTLET P E _ SEE NOTE 4) Q �' (SEE NOTE 4) - - — BAFFLE _ _ — �- SPREADER ( WALL I-` °�4• I � A` I ' , ��• I BALLAST U -- (SEE NOTE 71•+iJ ) ,I I ) e / / d I C1 n 6 x 12 ' -- PLAN VIEW STORMFILTER 1 �' •;, f � q � � •' SCALE: N.T.S. d ° a- ° HEIGHT A ° q • v L • UNDERDRAIN --' �-- Q _ GRADE RING 30 � FRAME AND WIDTH-� MANIFOLD � (TYP) COVER MANIFOLD V f ' x 9 ' STORMFILTER — SECTION VIEW —B p BAFFLE WALL �— � � V (TYP) _ — — SCALE: N.T.S. 1 U b . ADDER / I ;)Il PERMANENT POOL_ ° '° A , ,a a e _ C 4'-6" MIN _— (SEE NOTE 6) �G PROf� ` FLOW SPREADER `� 57e» �j (TYP) - V� OREGON ° A G — ' — vgti 14 --_ �- � STORMFILTER ENERGY 4s A' JNDERDRAIN CARTRIDGE (TYP) DISSIPATOR (i EXP. 17/31 (SEE R / MANIFOLD NOTE ?_ _ �` ` _-�1 - ---- - —12' - - I K _ 6 > x 12 > STORMFILTER SECTION VIEW JeA' A o SCALE: N.T.S. —� — THE STORMwATER ANAGEMENT 6 ' X 1 � ' STOf�MFfLTER — TDI' VIEW 2 THE SiORMWAT ,R 11 ANAGEMENT a Q Q) Q, S 1 ---------- ------ StormFilter o o z StormFilter SCALE: N.T.S. M 2 U.S. PATENT No. 5,322,629, i o w U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, No. 5,707,527, No. 0,027,639, �: No. 5,624, 76, AND OTHER U.S., No. 5,62 ,576, AND OTHER U.S. � AND FOREIGN PATENTS PENDING CD m � l i. AND FOREIGN PATENTS PENDING L Q c� Z I C W a O vt r. ,HEFT DATE BY REVISION x 12 PRECAST STORMFILTF_R sHEET GATE BY REVISION 6 ' x 12 ' PRECAST STORMFILTER � Q _j 2 PIAN AND SECTION VIEW 2l2 _. ... DETAILS AND NO11 TES �I _ f O T STANDARD DRAWING A T� � STANDARD DRAWING $TORMWA • — M A N A G EMENT 1 MC . � � �v I o - MANAGEMENT INC . \ r N • DRAWING FILE NAME: DATE. PROJECT NO.. DRAWING FIFE NAME. r DATE. PROJECT 0.. 7 1 DRAWN BY: aHR S 11 I ESIGNED BY: JHS DRAWN BY: JHR F61 .DWG �3(7U " t�8•--4667 DESIGNEE B (: N}j�„ D 1 22 04 lxxxx sFfi12.DWG �On 548-4667 4' 1/22/04 `LXXX S 2 ------�--- rte+•+- . + CID \ Cl CO m E Z w — a, A W Ix Q1 - Z SFiEr-T C12 bf /3 it u 5 u . I � ,. ."• �1` 3 ... 4 .--- .r. r B . • •nr. fn•�•urBr 's•• anIB n.Y• •+ws.r.w • •wn.+.w: ,.. i :F -.. .. 'I Mt•ew+"nr..'••TM.•Bw•.e•.1.•!'PNw• a.'. •'•'+•4•swn+BBwYwnnBw.•._.._..,-.._...,. •..•.,, _.-:...ryw NApY�4t1�1:�4NrblWt+rrre•rrour•„MB•••YrA' 96. VT 4 1 _ .r • jI'r t r . , 1}I • I p a �. ;J. .. " •r'I� .... xn. .r!m+.w,,w.e+'vmraBlBfcl+, �M.,"1grR'o!Rmm""'.....m - ' :h�, � 4 , d t d , « t ,; , .. .. .,..lr ....' ,. r. `^: :Y" ..r...:... ',.::' .: ,., ,.ti<, +.5•. y.' a ..,. t: .. I d � � 1 , , , I yty, , • J, �'.o ,y,r•,Wy..._. ..�.w:n�_.w.d..,--.-..�-� •� L.vaY,l.: +. - s .;,' F -, ,": :{;,a I I Jr A' FINISH GRADE • • . . . d .. (HORIZON TAL) ---- r • • . •e• • VOLUME OF THRUST BLOCK �-� • .• • e . . NEARING AREA OF THRUST BLOCKS 1N SQ. . ♦ - �. IN CU. YDS. (VERTICAL) -- `� a •• e • ••• 1TTIN I/2' 11 1 4 FITTING BEND ANGLE CAST IRON TOP SECTION INA TE • • « • • SIZE TEE 90' BEND 45' 2� all see BEND BEND BEND S1� - AND COVER IMTH "WATER" -✓ 45' 22.5' 11.25' EAST IN TOP SURFACE. 4 -_- -- .•. 11:6 . • •11 •• N N PAVEMENT eeeee • _. 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 ap6 � � �•• �•� �•• � � v N r� 2.a_ �.a 2.z 1.1 1.0 6 2.7 i.a 0.4 -- �•`. HAND TAMP BACKFILL 8 5.0 -7.1 3.8 2.0 1.0 8 4.0 1.57_0.6 AROUND TOP SECTIONo fi" MIN. � 12 11.3 16.0 8. 7 4.4 _2.2 12 8.5 .3- 3.2 1. ] 12" MAX. 40 i,- BOX TOP VALVE 16 20.1 _28.4 15.4 8 3.9- 16 14.8 5.6 2.3 - - 2" SO. OPER. NUT mo 7. o � 20 31. 1 44,4 24.0 12.3 6 2 - -� - _ CAST IRON ro N ! ? 24 45.2 64.0 8.9 BOTTOM SECTION - T x 1" SCH. 80 .STEEL PIPE SHAFT 3 T 0. VALUES BASED ON ?OD PSI WATER PRESSURE AND 2000 PSF SOIL SEARING � OPERATOR EXTENSION • -1/8" MINIMUM 10 MINIM CAPACITY. - PER 114 ' UM /� 3 a CLEARANCE C13,0 �,L ROCK GUARD 118- STL• PLATE `` WELD TO PIPE SHAFT � GUARD TO BE 3/8" MIN. i. +• 1111• - SMALLER DIAMETER THAN VALVE BOX. SEE NOTE No. 2 - • 1111 2 112"x 2 112"x 3/8" LONG E BEND TEE � STEEL FLAT BAR �- VALVE BOX BOTTOM ' VERTICAL BAND � � • --� � FI TTINC ROD � I SIZE SIZE EMBEOMEN 3".- 3"x 318"x 2" LONG .� c 4"-12" 6 3Q" N D TES: S:EEL SQUARE TUBE---,, 6 P.V.C. SCH. 40 14"-16" #8 36" � � PIPE SPACER WHERE Lu •c7 1) VALVE BOX NOT TO REST '• 1 r � NECESSARY. ON OPERATING ASSEMBLY. � � C NOTES: 2) OPERA TOP EXTENSION ` • vm REQUIRED WHEN VALVE NUT z •-- . ' 1) CONCRETE BLOCKING TO BE POURED AGAINST � 3 1vy .: • ` UNDISTURBED EARTH IS DEEPER THAN 3 FEET FROM FINISHED GRADE. Y ?) All. CONCRETE TO BE CLASS 3000 3) CENTER VALVE BOX ON NOTES: �( 3) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET AXIS SOF OPER. NUT. STRADDLE BLOCK AROUND FITTING. SECURE SHEET ENDS TO PREVENT 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE a I d� INFILTRATION OF DIRT BETWEEN SHEET AND PIPE 4) PROVIDE 24" SQUARE BY 4" THICK WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM `�I I SEE DETAIL No. 200 � �. � • FITTING PRIOR TO POURING THRUST BLOCKING CONCRETE PAD AROUND VALVE FINISHED GRADE. 4) PROTECT MECHANICAL .JOINT FOLLOWERS AND BOLTS BOX OUTSIDE OF PAVED AREAS 2) WHERE DEPTH IS OVER 6 FEETA SECOND PLATE FROM CONCRETE W►'H TEMPOARY FORMS AND SHALL. BEINSTALLED _EQUALLY ,BETWEEN ROCK GUARD POLYETHENE SHEETING SEE NOTE No. 3 5) VALVE BOX COVER,•SHALL BE A AND 2" VALVE NUT. D MINIMUM OF 4 1/2 IN LENGTH Lu Ln Ln V• .51( THRUST BLOCK 1 SGA TE VALVE 2 VALVE OPERA TOR EX TEN TION 3 Q. SCALE. N. T.S. l,�. SCALE: N.T.S. 1:3• SCALE: N.T.S. 13. 1I 18 MIN. 12" BEHIND SIDEWALK Y "' OR BEHIND CURB Q 24" IUAx SIDEWALK ADJACENT TO CURB - �-- WHEN NO SIDEWALK O VALVE RISER 2" OR 1 1/2" CC�4PLETE METER I= SIDEWALK 3 18" MIN. �• Mlr\. BREAK FLANGE r• � C 6" MAX. - 2" FLG X COMPRESSION ANGLE r' -DRAIN .ROCK POCKE) STOP (FITS 1 1/2 APPLICATIONS) c 4 CU. FT. MIN. MJ X TAPPED CAMPBELL Jl (YH-2) �� 2" TEE FROST PROOF YARD HYDRANT 2" TYPE "K" P170 -- 6" DUCTILE IRON PIPE � . ,:.• OR EQUAL � COPPER PIPE �J ���INf \ • � 57871P COMPACTED GRANULAR . . �:r+;IK ;z:0l o y"� � BACKFILL AS SPECIFIED ,71 - w� \ �OREG 1 6" MEGALUG RETAINER t - MAIN LINE �•,�\�' 14 GLAND (EBAA IRON) COPPER BENDS \ AS NEEDED 6'• GATE VALVE a� qS �� /� A. CONCRETE PIER ,' EXE. 12/31 BLOCK FL G. x M.J. " M.J. x 6" FL G. TEE 2 MIPT X COMPRESSION COR _ SEE NOTE No. 1 (SUPPLIED BY THE CITY) 8 B THRUST BLOCK Q _ SIDEWALK WITH PLANTER aI Y !� 18" MIN. U a STRIP A T CURB 1" GALVANIZED PIPI- ?4'I MAX 0 2.75' . 1 - NOTE o a. o 0 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER 24"X24"X5" CONCRETE BASE LOCATIONS. HORIZONTAL & LEVEL. m o ; ySIDEWALK 3" MIN. BREAK FLANGE r Q 1 / - - f 6 MAX. 2. CITY TO PROVIDE ^�� THREAD BY CCMPRESSION CORPERATION STOP TO BE o z •y '' ' .'T"' - INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). w a o 04 i � Ln 8 � �� � �~ 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4 0- WI • I CLASS C OR q BACKFILL •� '• �• Q. / / / �j�� X4 PAINTED BLUE. I 1 I SEE MANUFACTURES 4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION I I R NOTES: 4 FT, REF 1'Xi:Yi' PEA GRAVEL RECOMMENDATION o NI 4• I. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE. FOR SIZE ON SIZE USE A M.J. TAPPING SLEEVE o aaY --- .� _ cp NO SCALE •� -,�f_ 2. NO CBSTRUCTIGiqS VVI THIN 2 FT. OF FIRE HYDRANT ENCANEERW, XPAXTUENT AGUSTIN P. INA NAS A __�- - _ 2~ & ,) w 1/2„ � - 13125.w. "Au now.. cirr(He"[* DWG. N0, > cm of 111mm "A*` ;. ►�C� WATI ER SERVICE1 o I" >- MwM �_ A1+6NOVAl ort - ( Z m L � - Q LO cy- FIRE HYDRANT ASSEMBLY 4 FROS TPROOF YARD a H YDRi?N T SCALE: N. T.S. 13• �_ _2- "._._WA-LER_-. METEf SCALE: N. .S, _ 8 SHEET N. 3 �.� � z ! 4 1 C13 �-� I ..tee - 3 �,..,�....�.,� �.. 5 I G _ 1 7 /3 o I ^!,4"v I• �^, L, ,,.,i�r•. a 1'G.. .,,k 'i..., j./� '�:'I 4 r r 1 ,"� t,• r.. u F ^ ti 1 � V .1 4f` 77 1p I�fi� :•�1 1 a a� �x6�- p` h 4 .,yl t t r �. a :�a. 7lfd ''�ti�i • l { I' < 1 ..... . _ 3.' t. .•- of.,.. ... . - . '. ' Mill WWI- • i, t 'J