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16185 SW 108TH AVENUE-1 f q j• f f 1. I I `'WIG' '"''F GENERAL NOTES LEGEND r-ENERAL EXISTING PROPOSED a` PROPERTY LINE --�--- a. o 1 THE CONTRACTOR SHALL COORDINATE START—UP AND ALL WORK, WITH CURB THE OWNER. RtNCHMARK DATUM: CITY OF TIGARD BENCHMARK , 154, WHICH IS A SIDEWALK v, C • S IANDARD CITY OF TIGARD BRASS CAP LOCATED IN THE TOP OF THEv CURB AT THE SE CORNER OF SW DURHAM RD. AN 1 4 TH AVE, AK TREEI D D SW D �. APARTMENT PHASECENTERLINE I I BENCHMAP" ELEV=195: 78 o = n s; EDGE OF PAVEMEN T a 3 THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM 1 TE D FENCE LINE -+-- y w24OF ONE (1) SET OF APPROVED PLANS ON THE JOB DURING CONSTRUCTION. � EIV T GAS LINE o t 4. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. ALTHOUGH DRAWINGS ARE TO SCALE, THE ENGINEER SHALL BE CONSULTED IF STORM LINE - - - - - - - - - - w j DIMENSIONING IS UNCLEAR OR INSUFFIC'ENT. STORM CATCH BASIN ■ • 5 ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS •1 u AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD PUBLIC STORM MANHOLE a IMPROVEMENT DESIGN STANDARDS AND THE CLEAN WATER SERVICES (CWS) CLEAN OUT • DESIGN AND CONSTRUCTION STANDARDS. CITY OF TIGARD CATCH BASIN STORMFILTER [AU I I 6. THE CONTRACTOR SHALL PROVIDE ALT. WORK ILLUSTRATED ON THESE fd DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO AUGUST,COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER, 2004 PRECAST STRMFIL TER VAULT F=O01 L � c N 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOP ALL PERMITS, FEES, SANITARY LINE p AND CHARGES, TO CONSTRUCT AND INSTALL ALL !MPROVEMENTS 1 ILLUSTRATED ON THESE DRAWINGS. (� - -- - --- - - - ---- -- - — SANITARY MANHOLE U 8 DURING THE COURSE OF CONS TRUCTIO;J, CONTRACTOR SHALL KEEP WATER LINE — —ALL DEBRIS CREATED BY CONSTRUCTION EFFORTS OFF PUBLIC STREETS. a C FIRE SERVICE — 9. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH FO�� UNDERGROUND FACILITIES IN THE PROJECT AREA 48 HOURS BEFORE �BE� FIRE WATER - COMMENCING -')NSTPUCTION 5 LI) FIRE HYDRANT ■ 'I + 10 ALL TRAFh DEVICFS AND STRATEGIES SHALL CONFORM TO WA TER TEE THE MANUAL 01 TRAFF CONTROL DEVICES (MUTCD) AND 1 Ziuj OREGON SUPPLEM� R " MUTCD CURRENT EDITION. MAINTAIN REDUCER EMERGENCY AND LOC ACCESS AT ALL TIMES. INSTALL AND MAINTAIN Q 0 T2 LLC TEMPORARY TRAFFIC- CONTROL DEVICES AT LOCATIONS WHERE CURRENT THRUST BLOCK TRAFFIC CONTROLS EXIST. S.W. GREEN WAY FIRE VAULT CL 11. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR 1 W FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL WATER METER ia (J) UJ FIRST BE APPROVED BY THE APPLICANT AGENCY REPRESENTATIVE. S.Vv. DURHAM ROAD WATER VALVE N ~ N 12. THE CONTRACTOR SHALL EXPOSE, VERIFY HORIZONTA'. & VERTICAL FIRE SERVICE GATE VALVE Et J W i' LOCATION, CONNECT AND/OR MATCH EXISTING UTILITIES AND _ OVERHEAD POWER d IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF THESE PLANS AND 99w Q Q PROJECT cv �-- ` SPECIFICATIONS, TO PfiOVIDE COMPLETE AND OPERATIONAL SYSTEMS, > _ SITE j GUY WIRE ANCHOR 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO t— 0 Q ui `� UTILITY POLE C PROTECT EXISTING UTIUT,'ES AND IMPROVEMENTS. ANY DAMAGE TO � .- r EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE TRAFFIC SIGN Q V CONTRACTORS OPERATION SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. uj TREE � r , } i •� V 14. ANY CONSTRUCTION OBSERVATION 8Y THE CITY, COUNTY OR TIN RIVER INLET PROTECTION 0 CZ) APPLICANT ENGINEER, SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR TUAC p` FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE SEDIMENT FENCE X �[ WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. DRAINAGE SWALE tid j 15 ALL UTILITY TRENCH BACKFILL IN PAVED AREAS AND ADJACENT TO BUILDINGS SHALL BE GRANULAR, UNLESS OTHERWISE APPROVED BY THE CONTOUR 0 ENGINEER AND JURISDICTION. 50' WETLAND BUFFER - - - - - - - - - - LI ; 14 16 APPROVED EROSION CONTROL SHALL BE TAKEN. THE CONTRACTOR - -- -- - ----- ------ - WETLAND BOUNDARY — — — SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL NECESSARY Z v' ti tq t TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED VICINITY MAP RETA',NING WALL �X BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR - - Q ` - ---- --- - TREE PROTECTION FENCING 17 ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) OF' HOT MIX. AT THE CLOSE OF EACH WORK N. T S. RIP—RAP AT STORM OUTFALL r DAY TRENCHES SHALL NOT BE LEFT OPEN OVER NIGHT Xx.Xx XX•XX SPOT ELEVA TON OWNER POWER VAULT ♦ -- OT2 LLC UNDERGROUND POWER - - - - - - - - - 1���� PRD�F� 5437 ROSALI A WAY, SUITE 100 y �NG1Nf LAKE O S WEGO, OREGON 97035 5'tl"� CONTACT: RICHARD B. OSSE Y OREGON PHONE: 503-620-4373 x, ARCHITECT SHEET INDEX Exp 12/31/04 PAUL FRANKS ARCHITECTURE r— , . j 3805 — 108TH AVE. NE, SUTIE 222_ SHEET DESCRIPTION BELLEVUE, WASHINGTON 98004- 7613 n ; Ind ' C 1. 0 COVER SHEET CONTACT: PAUL FRANKS PHONE: 425-803-0792 C2. 0 GRADING & EROSION CONTROL PLAN Ll I SURVEYOR C3. 0 GRADING & EROSION CONTROL. PLAN C4r 0 EROSION CONTROL DETAILS & NOTES 't HI CKMAN & ASSOCIATES, INC. C5. 0 STORM DRAINAGE PLAN =, 1705 LEE STREET C6. 0 STORM DRAINAGE PLAN l� � LAKE OSWEGO, OREGON 97034 C7. 0 SANITARY SEWER AND WATER PLAN + C, CONTACT: GARY HICKMAN PHONE: 503-697-6869 C8. 0 SANITARY SEWER AND WATER PLAN C1 Q `� ji, x ATTF_NT!ON: C9. 0 UTILITY DE1-AILS q OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED ENGINEER • 4'r BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE ------ --- — --- -- --------- --- C10. 0 UTILITY DETAILS RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH ] j; r`�• / �1 �� OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THE W&H PACIFIC C11, 0 CATCHBASIN STORMFILTER DETAIL) l ) 1 u � E RULES BY CALLING THE CENTER. 9755 BARNES ROAD, SUITE 300 - PO1F_NT7AL UNDERGROUND 'NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY � Lai r� I " FACILITY OWNERS NOTIFICATION Cf TEk IS (503)232-1987). PORTLAND, OREGON 97225 C12. 0 PRECAST STORMFILTER DETAILS L _ � ONE CALL CONTACT: DOUG PF.PPMEIER, PE C13. 0 WATER DETAILS r UTILITY NUTiFlCAT1ON CENTER Approved... // E Nv I �� � PHONE: 503-626-0455 Conditionally ApNrovhrl . .._. ..... .0 ,._. . � 245-6699 FAX: 503-526--0775 Seat letter to:Fallow. ----� � —' For and the work as Cescn PERMIT NU ¢ttach ! 1 . 0 .• tl x+ W . J:�Ad,. �r1. � A a � .� I t3y ERw►' 6 N�!'GJi6► ... +�a+rig !.d_'l.l.-G I _ . „ x w_,. , OF F I 0A,Y Cm rll�lll, ��lill IIIIiN►1 ,;II,IIU Till IIII Ifll 111} 1111 tlll IIII IIII IIII (IR Ill IIII Till 1111 Illi 111 Ilt 9�# •.` a I ` ' ' ;� ' �� 14 ,I�, 1 1�!! ��,� > z l , I„I I,II,111,,�111,II11111 ,I I; LE0181L1TY STRIP i u111 1 lu un uitll�llu lin�lln lul�un ul+,', ,, I ; „ I 22 23 24 2S 26 2� 0 30 LO1 1 O1 N�NI • l08 I J 1,11 . I F tr i. .- .” 1, .. .. f�,.. `,. . ... i.., .,. ..i..,..r. :.IM1'r.,- ..w . �.. .4'. '-H, ... #-7p'• A t� x .., � �.. K , , fi w�r? 31655 rlrl, .,I CONSTRUCTION NOTES: 31l-AA k 1 CONSTRUCTION ENTRANCE (SEE DETAIL 1, SHEET <,'4.0) O2 TREE PROTECTION FENCING. SEE ARCHITECTURAL PLAN n S.W. DURHAM ROAD SHEETS A102.1 & A102.2 FOR DETAIL (ARTERIAL) 3 SEDIMENT FENCE (SEE DETAIL 3, SHEET C4.0) o m E t 4 INLET PROTECTION (SEE DETAIL 2, SHEET C4.0) Lo o D n o I v� M ro N N U 5 MAIN TENANCEIPEDESTRIAN BRIDGE. SEE ARCHI TE,:TURAL oc:10 PLANS FOR DETAIL, m ✓ 4 s CONSTRUCTION NOTES: �- oLP 177- o _ ... _ .�_ �_ _ _ _ _ _ _ ,; , ��„ ... ._ _ ... 1. THE INTENT OF THIS GRADING PLAN IS TO SLOPE SOIL n _ t 171 717 " _ 1 �r; ,, �` AWAY FROM ALL STRUCTURES. SHOULD THIS NOT PROVE Ad 1 _ I POSSIBLE, NOTIFY THE ENGINEER IMMEDIATELY TO ---- --- - - g7 p "1 - - I ' COORDINATE A CLARIFICATION. SEE DETAIL 2/C2.0 FOR - - -- i uRAU/NG ADJACENT TO BUILDING. 2. INSTALL INLET PROTECTION ON ALL CATCH BASINS AND �r ^ AREA DRAINS UNTIL FINAL LANDSCAPING IS INSTALLED. - C 1J_ Q- 3, 3, CONTRACTOR IS RESPONSIBLE FOR MONITORING, MAINTAINING, AND REPAIRING ALL EROSION CONTROL Z I FACILITIES UNTIL FINAL LANDSCAPING AND/OR SEEDING IS p ESTABLISHED. •i 4. CONTRACTOR TO DESIGN AND INSTALL ALL RETAINING " FF=175.50 w� y WALLS AND OBTAIN JURISDICTIONAL APPROVALS. inin FG=175.00 2 oo COORDINATE DESIGN WITH ARCHITECT AND THESE PLANS. ti.I 11 >* �> �,Jes •J> �- -- `�� FINAL WALL TYPE TO BE APPROVED BY THE ARCHITECT, zz (`� ` : � V I 5. SEE ARCHITECTURAL SITE PLAN FOR CURBS, SIDEWALKS, 174 87 _ RAMPS AND GENERAL SITE FEATURES. �a o 113.75 ui �_>> . 1 '�� 1// jI Q o �G ' >>SSO 1 \ CONTRACTOR USE IN LAYOUT.AYOUT.LL BE PROVIDED TO THE Z ►�,• .1 . . FF=180.00 I � r�5 w 174,8 '7*7 'o;o � ' FG=179.50 0A I 7. CONTRACTOR SHALT_ MAINTAIN A CROSS SLOPE OF 2X 1 174.321] 5 0 Q, *?5 -- -_ i FF=175.50 _ I MAXIMUM ON ALL SIDEWALKS, CROSSWALKS, AND ADA C 1 11> 1 r >9 _ PARKING AREAS. v / 4 ----- 9 FG-175.00A. UZ ' 1g. 2 TYP, 1795 'w 11.1. 6, Jin hh _ ,/ 1yyopp 175 177 7 8w I I - \ (3., -) 1/2 DENSE HMAC J 19 4h 1h '74 o �O I O CO g ao ,�, �- 180.oo , , n1 �, '\1 �'� /--- 6' �s o 2 CRUSHED AGGREGATE BASE 314"-0 cc BLDG E (LEVELING COURSE) 0 LD 9 ; 8" CRUSHED AGGREGATE BASE 1 112"-0 FF=178.00 O Q FF=176.00 11 1 78 C-3 _ RIDGE _ FG=175.50 �`` ,` 175.75 - e4 FG=177.50 a i W7_1/ I ' 1 - � k 1 I W - - � � 1 ` .� �'"r .,. .• � �ti CBLDG A - •i. _ 11,1 I�( 1, 1`, >>6OO �� /�� ,,•: f j / - :� ��,�. .� ,r _ �1 1g3 - I I - >>6�J r 178.00 t 17.35 Q 1j sip i f , CLUBHOUSE \1y 1 ,g4 FF=178.00 ^�`' 11l FF=17 � _ •> C, 6.00 FG 177.50 , Z FG=175.50 `� FF=175.75 ''soe t ?� �A I LLL 12" COMPACTED SUBGRAUE �J 1a17.J,se Ah 0� FG=175.25 L. J I OR APPROVED NATIVE ^ ti Q TYP. '1*1:10 N10sq >s, 's 9's�9 O TYPICAL PAVEMENT SECTION00 _ 1 1rDI I SCALE: N. T.S. C2.0 r , I� >ate... 1 � 9 'o •// •i 3 I * � /�° A'� `3y 1 I ,> >js ! /s _ ° _-° !]S ... \1�A ;.s�►A os I �j�6'ss - 4' , /� NG I F sJjOy (n ��L `_ ,10. i w 010 *• ,��, 9 \,r I � ° ° I �`�' [V , , ., ,�•, S7�71 �� sB .01 >A Alp pA ,� 1 . • ,�., . .qtr 1�� i "� FINISHED -�E .o `.`... FL OOR Q rJ *st 5 '> - �s _/ 10/1 I//of TYP.> 1A6 y !>*n6 I, - �0 p I EXP. 12/31/0, Q 1.1 __ _ 0 f j \1 ;p0 \/A• 1 'l,sp, �A \11A� 1)•ss r✓ \��• 175.4 I � I I -`---- I { b' MIN. 2% 111 --- W CiL,Q��O I Ifo I L-_ _. r � s >.t I \ A 6 s � I •s r. . I I s' 169. tk Q.00 q dq \ x o u I LLJ Q3 I, d ilye + \ �\ �,R ; \111ti1 ° i �- ° rir • �i FINISHED GRADE FL EV, I j ._.T.._. _ ti �. •, \ •. \1'.,' 111. gA I 1. 1 ,. N' 1 ;) I 9s \ ,�� I 1� BUILDING GRADING SECTION 2 - 1 Tw h r 1'� o °s 1 Q ,7 00 Y I 6w I i 4 ' / \�6®' B� FF-172. I c� G � ; ! N ( `, 1 b4 CBL�GB1 FF•172. I I FF=172.50 FGf � ; .. ; FF2 .� Q a o .171. `17 .00 I I I I Q7 I �i,- '/ ++ + � ���'_\ 1 1! ' • r i ! t 1 I. 1 FF-170. k �' >>> r 73 I_ ' MATCH LINE ' 1 - 1 ._- - - ■ �■ ■ w ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ r ■� ■� r■ r ■�' ■� ilr ■!Ir ■ ■ ■ ■� r: � , j� M•■1MI■ � ■■ ■! ■r _ _ ■ � lie m, SEE SHEET C3.0 r , FF 170. SCALE 20 0 10 20 40 FEET ) I INCH = 20 F r C2. 0 I , I „x r Rap 1 p4 I V J I 1 I t^ , .. ... '1.' .. ..,.... ..._ ..' 11„..1n:,�,,v_-..,.r,1 ...ti�' .n zto,,1,a...:.,m tI.,n,I•a r k-!I:':4..r.,il `,9 Y, ;'1 s.J., ,:�rrn c,.:.U„1...d,,:_,v.:.,5". ,..r:•.1.e.{•1.mf�.,a;Iir. �?d!....„,..,I.,�.mt,..•..... _ . .- ... .. C-.:pJ."4m.m1n11.,1.,. ' TT^I 'I 'll . 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'. :.N,°`# :i ,4 ':y „ [, li ' js h� 1�1 ::' ,.$ G,:Via^ , t '.,. A. ��. .. h , i.. " •1,' ..,. 1.'"i ,r �}'•'. Ix ",.' 1: 4�f p � � 'rc ,� RI.`` : �"' ,. Y t .:.i yC �.r�f f i:.:.r U', 'a v ...,.,, dN ,..•.,"-, R :;i, >,.:. r � ,:d 4 . � ..� I r k,,; .,': I,w:,y. t r! •t;;.r ,.;:,.;!,dll r' +°r. , .r.` i' f e:di:: „ .;. 1. qq 1 I, ,. . ,a. I .x,^r' K ,...A ' i:1.;F 1:,..�mkt... ,a; r:-,,.. ,., X..T;, .5�,.�:., "'• -,1U ok.; �. ' rl r. JWfiff-LV, 11 '6 Mf Afi; CONSTRUCTION NOTES: 41, MATCH LINE SEE SHEET 2.0 FF=Irl. i _ I --� --- 1 TREE PROTECTION FENCING. SEE ARCHITECTURAL PLAN ro N 172.50A102.1o rn J � -� , SHEETS & A 102.2 FOR DETAIL, FF-170. 111 � ; 3A I j I 2 I O SEDIMENT FENCE (SEE DETAIL 3, SHEET Cor O) v ' 7 12 A 13 ) INLET PROTECTION (SEE DETAIL 2, SHEET C4,0) o c FF=172.50 1 a 9�w , 1 J�o, FG=172.00 ► a BLDGB ) N � v) a°. _ow F: - ° Ir '69 I 168 TG p CONSTRUCTION NOTES: a I 9 FF=1 9.50 IN A I >> 169 93 -U I. THE INTENT OF THIS GRADING PLAN IS TO SLOPE SOIL FG=1 9.00 I I AWAY FROM ALL STRUCTURES. SHOULD THIS NOT PROVE 1 3 1 9 34 I POSSIBLE, NOTIFY THE ENGINEER IMMEDIATELY TO L? ° ° T� COORDINATE A CLARIFICATION. SEE DETAIL 2/C2.0 FOR cr Cv T I ° i LI a GRADING ADJACENT TO BUILDING. 9J, I I 6 Q ( Q J6 169,50 168 5 I 2. INSTALL INLET PROTECTION ON ALL CATCH BASINS AND i 8 I AREA DRAINS UNTIL FINAL LANDSCAPING IS INSTALLED,Ing F 0-h s I J. CONTRACTOR IS RESPONSIBLE FOR MONITORING, J p MAINTAINING, AND REPAIRING ALL EROSION CONTROL f FF=169.50 i FACILITIES UNTIL FINAL LANDSCAPING AND/OR SEEDING IS 8�2 �s6A9� i 1661 `cam `1 1 X69 ESTABLISHED. I 16 62 « ' ! I 61, 60 61 FG=165.00 ti •,J 161 _�_ _ 168'69 61 1 A2 �o°' t O Qo �� - 167.19 ` '6 ` tQ I I 4. CONTRACTOR TO DESIGN AND INSTALL ALL RETAINING 6160 aI WALLS AND OBTAIN JURISDICTIONAL APPROVALS. X11 f 2 COORDINATE DESIGN WITH ARCHITECT AND THESE PLANS, C2'0 TYP FINAL WALL TYPE TO BE APPROVED BY THE ARCHITECT. Q GARBAGE O WI �0 I , �s 5. SEE ARCHITECTURAL SITE PLAN FOR CURBS, SIDEWALKS, O `61 ° ° i ,99 - C�_� ' RAMPS AND GENERAL SITE FEATURES. a- 1 Lu cr; tb6� 1 i 168I-- I 6, AN ELECTRONIC FILE WILL BE PROVIDED TO THE I 167 L� Z CONTRACTOR FOR USE IN LAYOUT. LI 167 I 16s �9 i'' -> I 166 ia Lu �- �e 7. CONTRACTOR SHALL MAINTAIN A CROSS SLOPE OF 2Z U Z J6 i i 'ss�o� J6� ° ° i -• -11 °i G Q MAXIMUM ON ALL SIDEWALKS, CROSSWALKS, AND ADA J W 1n FF=16 .2 6 , I sy I o © = PARKING AREAS, �J S� O Lc) in 00 40 TC wI I 4 FF-16 .9 I -� ! � c) FF=16s.6 I _-' _ ' FF=166.00 I W 1625 i _I J6' FG=165.50 \ 1 t I l 658 1 ( I J i 65.38 I 6' - - I I77i I I .LL_ I 165 I FF=165.00 'ss !�s?9 I. l I_. ,bs9s Q ' 50 FG=164. ° 0 Z I 9 � I O FF=166.00 01 ss sQ Q I FG=165.50 oo BLD D 's., ,'6A, -e�- - I 165 t '6�9J 6 j 6e I ' 1bA 163 03 - ' I X63 ,163 16k BLDG C FF=164.00 - -- -- FG=163.50 ' ,63+_ �G 4 P 1 ° ° -9Z I I FF=164.00 16A i 166 FG=163.50 o I ; /��'� N�"F��j��y 16 3 �n rl7f3J1�;�} I I JS 164 0p a I 2A I I I _ fc,r,r1' LI ? - 164.00163.41 16427 __ - EXP 12/31/04 _ I _I1�_77E I I ° ° i t K .B A FF=164.00 I FG=163.50 I FF=164.00 - _ 2 '?? � ° FG=163.50 r 1 I ---- 1S N *.015 E. 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MUNI . 108 � I � • 1a 1141t, 1 t � .11lall.l,� till 11111111r I �I ry• ,, �p.,..+�}y}'..�1F +py,.: 1y.. ,3 n,. ! ,, ry. ,ht . o. ,,...x..1 S ....,.. .43 :d..7 i�,w :,i vF... hY,..,�,n,.t ,. ,.1 1.,.-.�.r' ..�!Y_. :y,e q:.�(,��Nl >I�T *i`31'�Au�'�..MR1!;'.'"M, .,T'9 i,�A��, � ,.;:'M�a��tG�.:�. R'.""'.`T 1°Y,�/ y�,�ix. r.�,...,, d, i Y. N, i411 1 IL.. ,:R. 1, .•� . `ay S.,. 14 �,'�t1!f.�� .y �+p�u , i r UM 'r ... , t y, •, .,.:.. ..,.. '.. ,...t.. '. 6 ..R. '4a., ,�u, t +Fld �lo I jd�.l u:, ;•„ r ,U. i.. ,I �I t ,f I s��IH 1 i , r. S . 1 Id ,r w 4 -1 /1 V ROSION/SEDIMEW CONTROL TABLE EROSION AND SEDIMENT CONTROL PLAN (ESC) NOTES STANDARD NOTES FOR SEDIMENT FENCES _ y 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENTANCE OF ALL 1, THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CI11 TO THE ti EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH C.W.S. R&O 04-09, CH. 8, AND C,W.S. EROSION AND LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, SITE SLUf'f.(t) STOCKPILES UTILITIES CONSTRUCTION STOCKPILES DITCHES/SWALES SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY ATA SUPPORT POST, WITH A Q' BASE MEQ <?x <rUx <15x <20x <30x <50x >50x CATCH BASIN DITCH (CONSTRUCTION/ MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST s~ DRAINAGE DRAINAGE PROTECTION) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF OR OVERLAP 2"X2" POSTS AND ATTACH AS SHOWN ON DETAIL 3-2 a IGRAVEL Q)GRAVEL CONSTRUCTION x x x x x x THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ENTRANCE (SEC 4.2.1) APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/ LANDSCAPING IS ESTABLISOED, THE DEVELOPER SHALL BE 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS �° n f~ RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED. WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART O 0 0 1 , 2. SEDIMENT FENCE OR x x x x x x 4 ? BARRIER O TOE OF DISTURBED AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. rn cn z N u AREA (SEC 4.3.1 do 4.3.6) ; 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR -. 16C TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. `� ` "' In O o a i � t\ 0 J. UNDISTURBED BUFFER O 'v A(2.) PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. ALL EXCy'vATED hAATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED � `� OF DISTURBED AREA AND COhIPACTED, A'_ONG THE ENTIRE DISTURBED AREA, (SEC t.?) 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING ANDLAW 4 SEDIMENT FENCE INSTALLED x x x x x GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT 4. STANOAht) Or 'HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED ON CONTOURS (SPACING) (300') (150') (100, sn') �:"'� ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. STICHED LOO' S FOR 2"X2" POST INSTALLATION. STICHED LOOPS SHALL BE INSTALLED • (SEG 4.3.t) 41 JN THE UP BILL SIDE OF THE LOOPED AREA. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING ti S TEMP INTERCEPTOR DIKES/ X X 4 x p THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS 5 FILTER FAf;41C 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. USEFULL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMENANTLY AREAS (SEC. 4 2.8) 6 CHECK DAMS x x 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE PROTECTED AND STABILIZED. (SEC. 42.7) THEIR CONTINUED FUNCTIONING, 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR 7. STORM DRAIN INLETIMMEDIANLY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. PROTECTION BARRIER ! X 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAT j THE B14RRIER HEIGHT. ALL CATCH BASINS ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. o ` AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING, WE_T_ ?IATHER MEASURES 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR W 8. ESTABLISHED GRASS THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE ui (SEC. 4.1 3) KEPT CLEAN FOR THE DURATION OF THE PROJECT. C 9. 2"-MIN STRAW MULCH 0 0 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED 0 COVER (SEC. 4.1.4) AND/ OR VEGETATION IS RE-ESTABLISHED. 10 EROSION BLANKET W/ 0 0 c o O- 0 0 14 ANCHORS (SEC. 4.►.7) 10. PAVEMENT SURFACES AND VEGETATION ARE TO PLACED AS RAPIDLY AS POSSIBLE. cp 11 6--MIL PL A S TIC SHEET :OVER (SEC 4.1.8) 11• SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. W ��/',�� 12 SEDIMENT TRAP OR POND c n n c 12. IF THERE ARE EXPOSED SOILS OR VEGETATION IS NOT FULLY ESTABLISHED FROM OCTOBER IST THROUGHT APRIL (1) `/J (SEC 4.3.11) 30TH, THEN WET WEATHER EROSION PREVENTION MEASURES WILL BE. IN EFFECT. SEE THE EROSION PREVENTION AND = J POST CONDUCTION SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. . 13THE DEVELOPER/CONTRACTOR SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED.REI 13 REESTABLISH GROUND x x Y k x X x x x COVER OR LANDSCAPE PRIOR REMOVINGTO EROSION U MEASURES URES (SEC. 4,1.3) C uj REFERENCE: EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL KEY: X - BASE MEASURE (REQUIRED AT ALL TIMES) J � A - AL TERNA TE TO BASE MEASURE INDICATED IN PARENTHESIS N r- N = OPTIONAL BASE MEASURE, CAN USE A5 A. Eo • = SUPPLEMENTAL WET VEATHER MEASURE (OCTOBER R I - APRIL 30) o Q 0 - AL TERNA TIVE WET WE,'THER MEASURE TO • (1) NO TC: IF DIFFERENT AREAS OF THE SITE HAVE CONSIDERABLY DIFFERENT SLOPES, THE SITE MAY BE DIVIDED UP AND EROSION MEASURES SELECTED FOR EACH AREA FROM THE APPROPRIATE COLUMN IN THE MATRIX W O Y MAY BE USED SHORT TERM ------------ W/ -----"`W/ UTILITY WORK AND W/ 4 PHASING OF DEVELOPMENT O C � ti FLOW ,. „ , : I cj� Ln A. I (- 2S, MTS, � '• •� •• D. ". `•�• • CATCH BASIN AREA DRAIN I WAMFILTER FABRIC MATERIAL �O PROF ID fopt /� . s CLEAN M RUN OR 7•-MFNUS GRAVEL � (� - _. 1 USE STITCHFD 1.00PS IE, 3' rnnlmum OVER 2"x 2" JS'S � SLbOMOE REPO ORCEMEW ror7ln nt r. slope. I 57871 1 GrOTEYTILt. AS REGURED Ul f!� MN. rrT o� I ry M(1R[G N T17DEPTHo+ } o I o 1_a � c •20• W>M, lnFl SPI FAMNIY O DL PLCX RtS10[hnft 1 FLOW Z °: i I \ A- t 0 t I I I \ Lxn 1?/.11/04 S' owFlop of bogs. 6 I Z MAXIMUM SPACING `) FRONT VIEW PROFILE PLAN VIEW I , N� NTS r'x'�'�/�� •;/\i• o I oho FLOW A. ' J • r •10100"0" � I ANGLE FILTER FABRIC ' FENCE TO ASSURE SOIL IS TRAPPED 1 � NOTES: wi . •II 4 -'• g I NOTES: «, 20CO 20• WWD I T C:H INLET a 1 ISUR V 80 T TOM CW r1L It R I ATIRIC• A a!* DEEP Ot W Mo4/S CLLAN ROCK. -- 0 VERTICALLY KLOW r,MSHFD GRADE50* LONG � Vf 20' Ta>1111DE NOTES: 3' 2 1•. 2• FIR. PINE OR STEEL 3-4' CLEM 111110011. 1. ADDITIONAL MEASURES MUST 13E iO E rrNCr phSTC I i OWAMNMIC AI 01111ITY wY IWOMOK CONSIDERED DEPENDING ON SOL TYPES. A 3 POSTS TO BE INSTALLED ON n. 0lbTE7f U FAIW T;, PREVENT 2. BIOFILTER BAGS SHOULD BE STAKED INTERLOCKED VP",LL SIDE OF SLOPE 7, ttIIIA-I t IOUMPRC. WHERE APPLICABLE USING 2 1"I12" 2"r 2" POSTS �+ i = WO P AND ATTACH 4 COMPACT nom soots OF Iy irR rAFMl1C lel I 3 TRf.NCN PLAN VIEW S PANELS MUST QE, F•�AC£D CONSTRUCTION ENTRANCE Detoq Drawing 4-B INLET PROTECTION Oeto;l Drowing 4-24 NTS -- ACCORDING TO SPAn-NG ; TYPE 4 TALI F 4 >> _ - � Pop 4_4 2 Pa" 4-109 '--- ----_.__-- .'. sr', U-, T} h --- -_____ __ - - --.-__ •I TTI h�' 1 CONSTRUCTION ENTRANCE _ 1 INLET PROTECTION 2 ,SEDIMENT FENCE __- r3­' LL SCALE: N. T.S. C4.0 SCALF: N TS, C4,Q C4,0 / SCA; ei ;n w. '1r: STORM SEWER CONSTRUCTION NOTES.- INSTALL OTES.INSTALL AREA DRAIN PER DETAIL GR E r/ --'-" -'• ' A T E ELEV V 176.75 -. . - -• . 4" LE. OUT = 173.65 (SE) < N 113 L.F. 4" SO ® S = 0.0200 \_ ---'�i M�2 INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150 S.W. DURHAM ROAD ~�_- (SEE SHEET C9.0) o RIM = FG (ARTERIAL) i O NOT USED o sr tw SCALE 4 (AIN DRAIN CONNECTION POINT SCALE G) 20 G 1 " 10 4C) 4" I.E, ® END 172.75 C , .. ... .. .:_:. -.>«s.:.>:,.:.. ,Y:;.•,> - -s. . _ -- =- _. .. ------- D ® S = 0 0200 MIN nOff+ ✓4�, �' a V -• -• 7z- OWN ( FEET ) 5 RAIN DRAIN CONNECTION POINT � 1 INCH - 20 FT I.E. ® EN = 173.94 w° 61 L.F. 6 SD O S 0.0 700 /"'~ `�_- I 6 DRAIN CONNECTION POINT 1 RAN A ` i T --. _, ---• - ; 4' 1,E. ® END = 172.50 � G f 9 L.F. 4" SD ® S = 0.0200 MIN. �:.. - --awal --__ _ 7 RAIN DRAIN CONNECTION POINT _ ------- "` ( 4" I.E. ® END - 172.50 l� 15 L.F. 4" SO - n I �, ® S 0.0200 MIN. - --- INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150 r f 1 I (SEE SHEET C9.0) .... _ / tiI ( RIM = FIG C) o I _ ` ' 4" 1.E. = 169.83 (E) I a i I " __ � 6 I.E. 169.b7 N I1 I' 8" I.E. = 169.50 (W O O I ` I 76 L.F, 8" SO ® S = 0,0200 C 47 t� I 9 IX INSTALL CATCH BASIN PER DETAIL 2 I 17 ' FF=175.50 1 °' II GRA TE ELEV. = 173.53 C9.0 L % FG=175.00 ; �` I _._ � 1 I I I 6" I.E. OUT = 170.00 (NW) I u 25 L.F. 6" SO ® S = 0.0200 MIN. Ct6) 18 , 010 RAIN DRAIN CONNECTION POINT LLJ 4" I.E. ® END = 172.00 (/) 9 L.F. 4" SO ® S = 0.0200 MIN. n moi. J I l I I 11 INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150 FF=180.00CL .. I', •.` 1 I 1. ; (SEE SHEET C9.0) ' 1 ' h i FG=179.50 I RIM = FG 1 W I l 8' I.E. = 167.98 19 _-/ 103 L.F.L,F, 8" SO 0 S = 0.0400 /FF=175.50 ' / iso / 1 FG=175.00 i l 112 INSTALL AREA DRAIN PER DETAIL ' 1 ' 4 , GRATE ELEV. = 171.00 Ln 4 I 4 I.E. OUT = 168.50 (NW) V 74 L.F. 4" SO ® S = 0.0200 / Ir 20 BLDG E �/ '" . -•.�` I 13 INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150 Q FF=178.00 1 I ((SEE SHEET C9.0)IG Q 21 I r / FG=175.50 -FF=176.00 -- FG=177.50 -\ \` I \ 4" I.E. = 16 7.03 , 172 L.F. 4" SO ® S = 0.0336 W uj INSTALL AREA DRAIN PER DETAIL u / I I y t` 2 _ I O GRATE ELEV. = 171.50 - ! TYP, I I 4" I.E. OUT = 169.00 (N) II 16 L.F. 4" SD ® S - 0.0200 MIN. C) _-_ /% I ► `� I � - I I I 15 RAIN DRAIN CONNECTION POINT O rr^^ 4" I.E. ® END = 168.50 vJ / �I I ( I I 11 L.F. 4" SO to" S = C.0200 MIN. I / FF=178.00 v I I FF=176.00 i e �� FG=177.50 I I � 16 RAIN DRAIN CONNECTION POINT O FG=175.50 FF=176.70 1 _ -�?- _ I'-. z 4" I.E. ® END = 171.50 �; II FG=176.20 5 i I j 10 L.F. 4" SO ® S = 0.0200 MIN. CLUBHOUSE _ I Q 17 INSTALL CA TCH BASIN PER DETAIL 2 r2 I = GRATE ELEV. = 173.75 C9.0 Q 8" I.E. OUT = 170.75 (SW) Q� IQ II I I Op 40 L.F. 8" SO ® S = 0.0150 4' O liJ � x \ T 10 I • 1 I i t 18 RAIN DRAIN CONNECTION POINT -� I 4" I.E. ® END _ 171.50 ` -- .l- 8 L.F. 4" SO ® S = 0.0200 MIN. _ Lu I I I -- - - - _ ---- - 19 RAIN DRAIN CONNECTION POINT 131' I - I I 8 I I - 6" I.E. * END - 172.50 Q a 22 �y� 24 I i i i I I /. I I I 17 F 42 L.F. 6" SD ® S = 0.0200 MIN. \\ I -P- - --- ---- I I - -- - ---_ l I I-- I I 20 INSTALL AREA DRAIN PER DETAIL GRATE ELEV. = 174.00 4" I.E. OUT = 171.50 (NW) -----�---T ------- -- L-- -- ---- -- I 26 L.F. 4" SO ® S = 0.0200 MIN. ?' Q _ FW � W FW i I � i 21 INSTALL CLEANOUT PER C.W.S. DRAWING N0. 150 i o�iO�t'f \ I I I I O (SEE SHEET C9.0 r*. 1213110.1 1 I 17 5 I I \ I I RIM = FG ) 23 \ " J I --- I = -- - -- \ 8" I.E. = 170.15 _ --- - -- -- i 109 L.F. 8" SO ® S = 0.0200 7 22 INSTALL CLEANOUT PER C.WS. DRAWING NO. 150 (SEE SHEET C9.0) r1 `•i I I i i 9 ---- - I -- --=-V------- -- I I I ! \ RIMLE. FG 16 7.9 7 ° �I 0 1 " 84 L.F. 8" SD ® S =0.0200 I OI '- \ I I I `- - - \ y ° „ i �` - 4 SD-----`� , 23 RAIN DRAIN CONNECTION POINT -- �\ I r f cn i � I \ 4" I.E. ® END = 169.25 a I 1 I I I I I 13 L.F. 4" SO ® S - 0.0200 MIN. 24 RAIN DRAIN CONNECTION POINT _ 001 ` I i 4" l E. ® ENO 168.00 U I I I 14 i ( 24 L.F. 4" SD ® S - 0.0200 MIN. I I I � I 25 INSTALL STORMWATER MANAGEMENT INC. 15 I� - _ 1- _ - FF=172.50 �� I I CATCH BASIN "$TORMFI T R" Ao FG=172 00 L E a (SEE SHEET C11,0) I I GRATE ELEV. = 19.00 8,. I.E. IN - 166.29 W ' \ --� I 8' I.E. OUT = 165.70 (NE) �_` ( � "• '1 � \ 17 L.F. 8" SD ® S = 0.0441 I °� I - LL r I= _ 01+ . 26 BSTORE. ®(AIN t ND OUT 164A95 MATCH LINE i SEE SHEET C6.0 I ; I INSTALL s' x 3-0' x 1' `o OF ODOT CLASS 50 RIP-RAP �.. -_-�_.._._.._.._.._.._.__•----=' r ,,,�' � l � ,' ! � I I- I _ � III j,/ � •„ 7 INSTALL CLEAN OUT PER C.W.S. DRAWING NO. 150 RIM E SHEET C9.0) u I . I 78 L.F. 4"1 SO4® S = 0 0200 4 I _ C5. 0__ .. t „ardm•;mrinw�hc i ' ./4. •'I. I ! .'. .y. 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I I m I I I WNW RPM �. , .. .. �, Y k , I I I Q !^ ' -X• STORM SEWER CONSTRUCTION NOTES: ' JIsSS-,gtff-eroo 1 5l tt00 1 .116 6 *1 Aa INSTALL AREA DRAIN PER DETAIL 22 INSTALL AREA DRAIN PER DETAIL 1 I I I I GRATE ELEV = 162.85 C9.0 O GRATE ELEV. = 168.40 C9.0 I 1I ___ l__. I r - - I ; 6" I.E. OUT = 160.85 (SE) 4" I.E. OUT = 165.40 (SE) j Ln tl -�� 97 L.F. 6" SO ® S = 0.0125 120 L.F. 4" SO ® S = 0.0200 MATCH LINE SEE SHEET C5.0 - I ! I INSTALL AREA DRAIN PER DETAIL 23 4" I.E. = 163.00 �0 j 1 I __ ( ■ ■ ■ ■' ■ ■ GRATE ELEV. = 162.60 6" I.E. = 162.92 v" 6" I.E. OUT = 160.10 (W) 92 L.F. 6" SO 0 S = 0.0200 c 32 i I I III 4 L.F. 6" SO ® S 0.0200 MIN. 24 INSTALL CLEANOI.'T PER C.W.S. DRAWING N0. 150 W �` 35 I I ( _ I I i 3 ) INSTALL CLEANOUT PER C.W.S. DRAWING N0. 150 (SEE SHEET CS,0) 3 0 ti " u I (SEE SHEF.T C9,0) RIM = FG 't' `� GD • FF=172.50 � FG=172.00 I I RIM = FG 4'" I.E. = 161.24 v �ij n 0 o 0 I 6" I.E. = 159.63 " .. - 6 1.E. = 161.07 Erna � � s c I 123 L.F. 6 SD ® S = 0.0125 ' BLDG B � I 8" 1,E. 160.90 INSTALL CATCH BASIN PER DETAIL 2 75 L.F. 8" SO ® S = 0.0565 w ' I GRATE ELEV = 162.95 CS•0 1 E C29 INSTAL,_ AREA GRAIN PER DETAIL C9.0 • I'6 I.E. OUT = 160.45 N GRATE ELEV164.70� 3 LF6" SD ® S = 0.0200 MIN. , 4 I.E. OUT = 163.12 (N) RAIN DRAIN CONNECTION POINT 6 L.F. 4" SO ® S = 0.0200 4" I.E. ® END = 160.50 26 I RAIN DRAIN CONNECTION POINT I I 11 L.F. 4" SO ® S = 0.0200 MIN. ND _ 1 ` I I ' I 2 3 L.F. 6"ESD ® S6= 0,0200 MIN. C' I I I FF=169.50 � I � I \, I O Q INSTALL CATCH BASIN PER DETAIL I I I I I I FG=169.00 o I 29 I ( I I I GRA TE ELEV. = 161.82 I i 8"' I.E. OUT = 159.32 (SW) 27 INSTALL AREA DRAIN PER DETAIL p v I p I I 33 L,_ ° I I 4 I " GRATE ELEV. = 164,75 C9.0 I 35 L.F. 8 SQ ® S = 0.0375 N �k/ 4" I.E. OUT = 162.25 (N) I i I I 7 6 I.E. = 158.09 6 L.F. 4" SO ® S = 0.0200 MIN. O r- 31 j I I I 8" 1.E. = 158.01 29 L.F. 8" SO ® S = 0.0125 28 INSTALL AREA DRAIN PER DETAIL ; I ( I I I I I I O GRATE ELEV = 168.85 C9.0 34 I i I - - - I ( �� I O INSTALL CATCH BASIN PER DETAIL 2 4" I.E. OUT = 16'1.35 (W) � 40 i I i I I - - I I GRATE ELEV = 161.72 C9 0 10 L.F. 4" SO ® = 0.0200 MIN. I 8 1.E. OUT = 159,22 SE I FF=169.50 1 I + O _ 36 I _--- - t I - -- _I i 24 FG=1169.00 - i i i I I 90 L.F. 8" SO ® S = 0.0176 29 RAIN DRAINCONNECTIONPOINT E ® E D 165 50 I 8"SD I p I ' �, 9 RAIN DRAIN CONNECTION POINT 11 L.F. 4" SD 0 S = 0.0200 MIN. I 1 6" I.E. ® END = 161.00 ..� 26 - _ _ `� 14 L.F. 6" SD ® S = 0.0200 MIN. 30 RAIN DRAIN CONNECTION POINT I = �. RAIN DRAIN CONNECTION POINT 4" I.E. 0 END = 164.50 4 e aI•Ji ',.• .1�.' .I4 . IIIIIIII r ,., ' ■q., I. +-,�' r^;,.,,,M!!.ln,,i,, iAe:y.,vt r-<y ,,-hL.`,f,„b'...uIL..�k,t-n,,�.fi..-,v Y�1.���,I°�I.:¢W.I.',,'..1+,5.a'I(n(�.I9pi" :t I- N-t\u.n.a-�~.I nw-LI.+.:rI1I)rIIIIIlIIIIIIIiIIIIIIIr:,\I-,''.Ifi.n.!+,.-,..r.,ChiiiIIIIIIIIIIIiI•���..'. °°,-,IiIIhItIIiIIIIIIriiI;_,,.�..,_.°_,°u..._%`__,o-.r. I:, 3 r7 Ia ^v-Rrr/III d4_w,,,. 6�wI..w1"P✓S`.GU3I.Mn,...-J"l..,.�,'_.:.'s.4',1.'x.(.I1.,I1a.iI,..I'I�ueI B1-Ir°.,4rt.l,.\l;-.°°JrI.,-\,,,1_.'Ir.l§h°o3I,-.-yI.-.In10,I,.---,�nI�.II.�-Hd'.It.-t,-I.--:i°°"°-,,.!.1 Ii,IiIIIIII1IIIiIIII'I,.I.°°g.I_I`�,.,I..iIIiIIII.- .",�-•.-t L,,..I...x,__.,.-_r :II k I_),IMI r,�II,I.1.,1u,a1i 1I...1! 11B1L6I,1. 2I..3 ar,r1I.II•IIIII lI cI I•;e.tI1!1IIIwI�iII I..'iII I.i;..AI,l+II�Ii.,'I t.l�i'1^�lL61l1.w+:X IIsuuII II rII I I I!I.U�e'',l�;I,,'II�;IiIiiIIi•I;II Ii 4II: .." ,II. I,I„1•IEI..I,..I ®, I.I 1,I,IEI:II NLI lD li 1 II=3II 0 160.00 C29 .0 O?4301 6 5 L.F4" (SO11► vI®T S ) = 0 . 0 200 MIN. IN. �0 I uj 17 L.F. 4" SO ® S = 0.0200 MIN.I • INSTALL CATCH BASIN PER DETAIL i0 _ H+ RAIN DRAIN CONNECTION POINT GRATE ELEV = 167.24 38 1I 4" I.E. ® END = 159.25 8" I.E. OUT = 164.74 (S)IL - 22 L.F. 4' SD ® S = 0.0200 MIN, 16 L.F. 8 SD ® S = 0.0200 MIN, ui 1 # , Lu INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150 1 o RAIN DRAIN CONNECTION POINT N 4 (SEE SHEET C9.0) O RIM = FG 4" I.E. ® END = 168.00 111 5 L.F. 4" SO ® S = 0.0200 MIN. c)81.E. 15 7.6 4 12 I.E. 15 7.27 25 22 L.C. 12SDS0.000 S RAIN DRAIN CONNECTION POINT 21 1 Z 4" I.E. ® END = 165.50 ----- -4 FF=166.00 W k� 10 L.F. 4SD ® S = 0.0200 MIN FG=165.50 8" I•E157.37 12" I.E. = 157.20 INSTALL CATCH BASIN PER DETAIL 60 L.F. 12" SO ® S = 0.0080 GRATE ELEV16720 I INSTALL CLEANOUT PER C.W.S. DRAWING N0. 150 6" I.E. OUT 164.20 (E) (SEE SHEET C9.0) 5 L.F. 6" SO ® S = 0.0200 MIN. FF=165.00 RIM = FG INSTALL CLEANOUT PER C.WS. DRAWING NO. 150Fc-164.50 I 6" I.E. 157.22 3 (SEE SHEET C9.0) 12" I.E, 156.72 RIM = FG 15I.E. 156.59 8" I.E. 163.86 128 L.F. 15" SD ® S 0.0040 10" I.E. 163.78 FF=166.00 122 L.F. 10" SO ® S 0.0631 INSTALL CATCH BASIN PER DETAIL FG=165.50 GRA TE ELEV161.50 19 8' I.E. OUT 158.50 (E) 8" I.E. 156.68 10" I.E. 156.60 7 L.F. 8„ SQ ® S = 0.0200 MIN. INSTALL 60" DIA CONTROL MANHOLE PER DETAIL 16 RAIN DRAIN CONNECTION POIN T S RIM = FG BLDG D 41 6' I.E. ® END = 160.00T4 � I.E. OUT 155.21 (TO WO)14 122 L.F. 6 SO ® S = 0.0228 10I.E.1EIN 156.08 (N) 6SD RAIN GRAIN CONNECTION POINT 15I.E. IN 156.08 SFF=16400 -- w15 1.E. OU T = 155.88 (W)FG=163.50 4 I.E. END = 160.00 -J -�r!�ja•r(�_S(yr�-�l's''n .) ., f_ , -J Jj'E31 P 7 _k1 I r0 I '!s ' '9 L.F. 4. SO ® S = 0.0200 (TO WO)FF=164.00 7 L.F. 4, SO ® S -= 0.0200 MIN. 17 L.F. 15" SD ® S = 0.2177 (W) GIFiJ / FG=163.50 I RAIN DRAIN CONNECTION POINT I O4" I.E. 0 END = 159.25 INSTALL 6'x12' PRECAST "STORMFILTER" VAULT 5 L.F. 4 " SO ® S = 0.0200 MIN, PER SHEET C12.0 %EGON _� 4" I.E. IN = 155.03 (E)RAIN DRAIN CONNECTION POINT d I a. vii - r 4" I.E. ® EN161.00 4» I.E. OUT = 152.73 (N) Yk /_\ - /- �. _f i i 5 L.F. 4 SD ® S = 0.0200 10 L.F. 4' SO ® S = 0.0200 MIN.w)I ExP 12/31/04 FF=164.00 RAIN DRAIN CONNECTION POINT 4" I.E. 152.63 FG=163.50 6 4" 1.E. ® END = 161.75 15" I.E. 152.17 1 15 7 L.F. 4" SD ® S = 0.0200 MIN. 8" I.E.I,E. 151.92 95 L.F. 18� SO ® S 0.0044 2RAIN DRAIN CONNECTION POII!Tg FF-164.00 I FG=163.50 4" I.E. ® END = 163.00 STORM DRAIN OUTFALLI i . 16 koI 8 i 18 l 25 L.F. 4" SD ® S 0.0200 MIN. 18» I.E. ® END = 151.50 I a LL x xi 13 OF ODOT CLASS 50 RIP-RAP Lu INSTALL CLEANOUT PER C.W.S. DRAWING NO. 150p 5 SHEET C9. ) r --- RIM FGC� 2 6 12 004 "SQ rr Q. 41 TYP 4 3------- ----- p1 Ip V)REBECCA PARK SCALD [ 10 20 y FEET 1 INCH 20 FT C6. 0 Cl . I1 IiIIIiI Ir1Y1Iu 1111 Jill; III 1111 )11 STRIP I7 7 2 IJ i 18 20 21 22 23 94 26 28 27 28 29 4C01 HOW YYIO,3 r � }., 1 ' ' I,I 1 I '� ✓ N�.. !p.' �.-, .: it ,. 'S�4. f, n'r IJ lul kA r. a 7r ' ,n. , , i JIb55-,tlP11 hyla+ 31655 �1I ,IRr1G r - __.. - __._ ..__---, ._ ._->:- ._..-. . .... _ . ::.- _-�-: :__-,.. ------•--_-_,: - _¢_-�: .-_ _...__--• ---.-- __ - - - - `._:_ - --•- .,_• __ .__ - _• _.�,t - ---=-T=-'___ - -- -- i � N f/ SANITARY SEWER CONSTRUCTION NOTES:_ o S.W. DURHAM ROAD - ` 6" IE ® END = 168.80 v (ARTERIAL) _ ro 0 /i 43 L.F. 6" S S ® S = 0.0400 . n 1 u O INSTALL CLEANOUT PER C,W.S. DRAWING NO 150 o o $ o D i v (SEE SHEET C9.0) ! I RIM = FG ! a ' 6"' IE = 67.07 3" IE = 767.19 Ana ¢ � 215 L F 6" SS ® S=0.0280 "',r. -.,� '"° �'--@-• . ••"' CD 3" IE ® END = 169.37 - - - - - - ---�1 - 109 L.F. 3" SS ® S = 0.0200 c .,%. PER CWS DRAWING NO 150 INSTALL CLEANOUT C9 ) 4 (SEE SHEET0 � J RIM FG `:�" -- • 6 IE ® END - 168.50 C ....- ,:.~ ! 61 L.F. 6' SS ® S = 0.3295 Y 01 ��, i' INSTALL CLEANOUT PER C.W.S. pRAIMNG N0. 150 O (SEE SHEET C9.0) Q RIM = EXIST. GROUND CONNECT TO EXIST. 8" SS STUB -p jf EXIST, 8" 1E STUB = 148.32 - VERIFY c 6" IE = 148.40 O CONTRACTOR SHALL VEF EXISTING SERVICE IS 1 FG=175.00 / �/ �� •% ' / /'/ / /' / I I' CLEAR AND FREE OF ANI .,ND ALL OBSTRUCTIONS. � FF=175.50 3 IE ® END = 168.00 ' 1 1 49 L.F. 3" SS ® S = 0.0200 MIN. W - ; '� -; ��:�, ,; i' �'/' ' ;' � ,�/ ' . ;" '• •J � � CONNECT GARAGE SANITARY SEWER^SERVICE TO Q BLDG. B SANITARY SEWER PLUMBING. SEE li 1 PLUMBING/M CHANT A PAN FOR f FF=180.00 I E C L PLANS 0 CONTINUATION. CIL /� I i FG=179.50 WATER CONSTRUCTION NOTES: (� r12 I; / � F _ , ' • ';;' /.• � + � 11 � ' -- I i �-. Q FF=175 0 l i FG=175.00 // i f / / �i i' //�� j'I I CITY OF TIGARD TO CONNECT TO EXISTING 8" WATER J L1,� / i � - "".•_•- _ ' /./ /// LINE. SEE PUBLIC IMPROVEMENT PLANS FOR DETAIL. J � � i% 1 iii/ /' F2 CITY OF TIGARD TO INSTALL 2" WATER METER, SEE 1 10 / /i�" zy / 1 / ; ;� % // - I I PUBLIC IMPROVEMENT PLANS FOR DETAIL. O BLDG E� '1 i j I�` '�', ` ~ { , /•,''� 1. _ W /' FF=178.00 I . ❑3 CONNECT TO 6" DOUBLE CHECK DETECTOR ASSEMBLY, n- i- I _ FG=177.50 I I SEE PUBLIC IMPROVEMENT PLANS FOR DETAIL, Q FF=176.00 ' ' 1 FG=175.50 uj INSTALL 578 L.F. 6" FIRE WATER W �,, _ / �// , / / I / ; f / ; •° / BLDGA I I 4 INSTALL 6" 90' MJ BEND W/ TB PER DETAIL C13.0 ui i �- ' / •`' II I �5 INSTALL 6" MJ x FLG TEE W/ TB PER DETAIL 1 /"r 20 L,F. 6 FIRE WATER Q 0 4 uj r-. --•-_--- - ( ' � I' � � / /i, ,,.�'• '-� '�`.,!,. j� / /! j I � � � I i I �, ' a INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL C13.0 FF=178.00 C� " ' I y'I / I \ 1 f I,� % /i / FG=177.50 1 I J 7 INSTALL 322 L.F. 2 DOMESTIC WATER FF=176.00 i I FG=175.50 R I 'I I ! / FF=175.75 I / / 1 ' ' i i' / FG=175.25 I I ( ❑8 INSTALL 51 L.F. 2" DOMESTIC WATER rI CLUBHOUSE) INSTALL 2'" x 2" TEE vI■ 2" x 3/4" REDUCER (W) �1 \ 54 L.F. 3/4" DOMESTIC WATER �.. 1 / /; / // l I' ! L SEE ARCHITECTURAL PLANS FOR FDC LOCATION �Z I I I I I I AT BUILDING. Sh/�Ei -- I I / 3 ' ^ `-- < 3 - -. TER BOX /FIRE _ - f" j l 1 1 / - _ - _ - - - - - -- ----- - - - _. �� (n FIRE ERVIC GATE VAL • IN ME W W 1 4 / : ,- ,' I~ ° 3• N ❑ o �. ' , 1 DEPARTMENT ROVED BOLT LOCK. � PR - � Q Q I _ �, ,l i / FW " Q ° i / I I NI _ I 12 INSTALL 2 DOUBLE CHECK ASSEMBLY PER DETAIL Q I ' / l%/i/ / it I i I ° o ❑ I 'I 4 4 I I O - ,. \ a C13.0 `aJf�71P CL , , - Lu LU I , A -T - - - /Nu l2FQ .D PL-1L \ �._ 4 6 � . . �. - - . ? -w _ . , sGG� ti► p 3. I \sA - i./rrl.+ \ / r ' , F I FW 6., FW FW �� I , I I , E xh. 121-31101: I _ I ❑ ❑ I i i l I 1 W 1 i I I � 1 � ( �,#l � ,�' ,\ \� � I i i - - I_ X.X I I I'� I �•�� I R I f 1 I 1 I ( BLDG B � I a - _ 1 f i w ' f I i I • I I FF=17.50 t I _ ' + --- - - - _ \ ' I -- ._ Fc=172.00 _,` _ I I N I II I f ( I I I I � I i I i � 4 rL J" SS ■� � r � ■� �■ � mm � ■■� w � mmMrM �' .r ■o � � m �■\ II � � r��:•� iii � - - I -mi, - - rlm � mr MATCH LINE � .... , ' , 1 { SES SHEET G8.0TIP in - 1 / _ J SCALE z I l u UlU •1G ix I � • � `"� � � I I I .. o I, r INCH 20 F'T rti 1 2 0 -- c7. 0_ _ ,. , .;., ,_�P:,...., `�ia7u{�Ekr',+�F3ykdlc , '��� 7 IW�O�d#prr;.ww»ays *N'eu'x rr. ,r,+ . . . ,;,• ,w,«r. ill IIII L(I 1111 111111111111 1111 pill 11 I *d- r ,� LE00LITY STRIP ' T�.I 1 2 3 ( I ( 1 ! 1 I' 10111 11'1111 11111 12111 IIIII13I11 11111411 111 ( IIIIII111 111111 II I I I I IU it I {tl iNl !1{ IIII i I II Ilil !If IU{ 1111!111 Illlllllllllliilfil Illlllil 111/1111 VIII "'""""' `' "" �'' ``""'"'�* •�"''7 " " '"'`` '' Cm m I il J� i I I I I I � f I o cm 18 17 18 19 20 21 22 23 24 25 28 27 28 29 30 LII I 1 OI Rpmk . _ ,. „ds i, 4m.X ;rh55 nril dy[p 11655 Xk1I LMQp t�BSS ykrl Ah60 � E I� 3N SS � � � ' ^ I � � MATCH LINE SEE SHEET C7.4 - _ o V �' "' '� �' '� *� �" '� '� �" �■■ �■ ■� SANITARY SEWER CONSTRUCTION NOTES: 111 - ----- 1 ! ( III I 6" iE ® END = 163.00 o u � v � 9 L F 6" SS ® S = 0.216 7 0 9o r I I I o " I I FF=172.50 ( ° i I CD INATALL CLEANOUT PER C,W.S. DRAWING NO. 150 �ctM m cv N I FG=172.00 I I SEE S FG T C9.0) n e o o c I 6" IE = 161.05 I I BLDG B III 106 LF 6 SS ® S = 0.0280 w INSTALL CLEANOUT PER C.W,S. DRAWING NO, 150 I I i 3 i t t I (SEE SHEET C9r0) c IILL , I I I RIM = FG I I 1 8" IE = 157.99 ` 0 o T 6,Y IE _„158.0 7 �k/1 I I I i �I L` 14 LF 6 SS @ S = 0.0200 -._. Q I I I I I FF=169.50 I - '� i I �' I 4 ) CONNECT TO 8" SS STUB Q i I I I I FG=169.00 1 a .�. I t o • I I I I I 8' IE S'•UB = 157.71 - VERIFY I (SEE PLBLIC STREET IMPROVEMENT PLANS FOR COORDINATION) {Z I_ 6" IE ® END = 158.91 F- 42 LF 6" SS ® S = 0.0200 6" IE ® END = 155.00 J 29 LF 6" SS ® S = 0,2500 I I I 1 * 10 I I I CONNECT TO EXI S T. SSMH p f I I I FF=169.50 FG=169.00 I I , EXIST. RiM = 157.95 �- - wil I6" 1E 1 7.75 (NEW) uj4I I EX. 12 IE IN = 141.97 (VERIFY)L I 8 2 I I I EX. 17_" IE OUT = 141.77 (VERIFY)-_. �--� lo k I I . I 317, I ! III - • I -- . - _, --- - i I LLL 2„ W 1 3., W I I Q rj-- 2.* FW I ,- - - I I l� . __ ,-L _ - N Z r I I I - I .� FIN -i LII LIJ Z WATER CONSTRUCTION NOTES: J ui I o o f { I I I I r -- 3" W I I � I i I-• I- I I I I I LU a CONNECT TO 3" DOMESTIC SERVICE 8 N 1 II , Q COORDINATE WITH PUBLIC IMPROVEMENT PLANS. 0 Q " 5 Q INSTALL 48 L.F. 3" DOMESTIC WATER Q_ t o o I ui to j I I I -- I Y E2 INSTALL 3"x2" CROSS I I FF=166.00 I I -- F _ _i �� --- FG=165.50 I ' i I co Q INSTALL (2) 3'x2" TEES (ui 7 L.F. 2" DOMESTIC WATER (N) �` _ I I I 8 L.F. 2" DOMESTIC WATER (S) INSTALL 3"x2" REDUCER (W) Y 265 L.F. 2" DOMESTIC WATER (E) �( FF=165.00 -__- FG=164.50 INSTALL 6" 90' MJ BEND W/ TB PER DETAIL 1 O I I �� D INSTALL 10 L.F. 2" DOMESTIC WATER & 2" WATER 6 SS I i i 8 S I I I' I METER PER T,V.W D, DETAIL NO. 702 ~ N • (SEE SHEET C13.0) f II I I I I I 4 I t I 51 INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 013.0 l i i 3 6 I I I I o o f N I I I I I. a7 SEE GARAGE PLUMBING/MECHANICAL PLANS FOR 1, I I I I CONTINUATION. I I I I I I INSTAL_ 111 L.F. 3/4" WATER LINE T ----- � (� BLDG i I i 18 : SEE ARCHITECTURAL PLANS FOR FDC LOCATION AT BUILDING. 5&C-7- A/D /. - FF=164.00 -06-c) I I f FG=163.50 I __ 1 I� ,; I i i 9 INSTALL YARD HYDRANT PER DETAIL 5 C13.0 I FF=164.00 NE ` I , I I'll '� e fes I FG 163.50 I 1 10 FIRE SEROL GATE VAL IN METER BOX W FIRE I o 0 1 I ° _ / 47" �1fI DEPARTMENT APP -OVEDBOLT LOCK.INSTALL 2" x 2" TEE - RE or `+ 2" x 3/4" REDUCER (N) \y� 1` I I I 1 1 o 0 1 I 1 .1 I I I�i j �"Is -At4 , I i to I I I I I I FXP. 12/.31/04 FF=164.00 j • o i i i , l 1 - I . FG=163.50 - - - a � I r I- I FF-184.00 FG-163.50 Q c) r, I _� � uj I I � ' •.� � t I I ., I I C) I i , I y. �- REBECCA PARK SCALE q. k 2U U ZU 40qx `r • r I ( ) 4 i ►i1!H EE T20 FT I if I r f , C8. 0 ns w,' j v, MA .l ,. cm I lill,lil:l{tllull III;IIiIII'lilil H ti1111111 IIIIIIIIII11 II i 1 I If NII 1111111 Ill I I I 1 I tlI Ii:11111l IIII I HII 1111 11 It it 1111 1 I IiII it i t! 1 i w_ LEGIBILITY STRIP b 3 b 0 I�O III IIS + 1 II4 I :i I I I I 11 1 I 1 1 Ii V I I I 1 1 1 11 III komm.l cm { IIS 1`1 16 19 20 21 22 23 24 25 28 27 26 ?_9 30 r . NI 11 i .. @^l7r�al4wnr �+.'*.qm�r••,,..,w,�'..a,,,,ee„+,r,.,,,,, r�«4 , •a, r, ,I n .n;;dI,.1 .,,..,•; ..,r.. a ,.,,;- ,..:. .,.:n: �-"-„�� "nW . r ::,. , ,�1 n { :,t: li ,., '.:a 1, d 7 „#' n .c„ ..-h,.:le(, o.,. 1. .:1r .r•. r 'r1':.; ` t ',e� lilt r L �. r Y y ak.M M ... µ I�. 1 ,: ._. ... ... , ., .:'. r .. N r ,.- a. r •, �', f ,. � Il. ,. .$. �. ,., �: n ur; Y S :I ., �.«. � .1 ,, :.i 6 t: a Ly a c . I I f � It � r.. ,, -. .I .� .. , .. ., ¢ ry e t� , � Ila, ,. ..w. .,, .: .f5 : , �'1u"., � r.u �.,� �.I� �,.,r• >i , G, � .1..�i,,,a'1<' .,� � • , 1413,11 �s :. r. ,..:( '..; : ..-. _.. ,.. • y.. , v. t , i r is .. r • :v �. .1 i. �,, �. ..P. .'r :,, . .: .. .... '. • o.:� '. -. ,.,. ,... I ., ., 4 a 1 ., a A ..7 7 •I L' .. .r•':e• ,. mm _. p'.Z... .. ,., ., I g 4 oa w a� �-w-•�!!YIJt�x PLANv KETAL PER OIRAIMrG NOL 160 PROPERTY Y UNE OR 3/4" SQUARE UTILITY EASEMENT � Q Z A A B �p~ p B ti n STAIDAIM CAST K10N AM An NON-SPANK GROUT O O D FRAIIIIE NAMO ACOM NO. IGD a D IF 14 D D ce STANDARD MA*KLE PIPE SIZE AS SPECIFIED SECURE 2X4 1N PLACE � 41 k GRADE RING Q D ► . D D AGAINST PLUG W/ BACKFILL C v 0 O O 70 PREVENT PLUG BLOWOFF m On n j i�• .• �. •::7: 4. T4- 1c;fMIN. STORM OR SAHdITARY • m oa w FINISH GRADE 4• •�,�� � 1 MAN . • ••• NOTES: ;? y° i'� �.•. 2/8• 1. FOR NEW CONSTRUCTION ALL SIDE SE1ER AND SIDESTOtMI PIPELINE o, �• S' .;� VAH T1OPS PIPE PLUG CON 710NS TO 6• AND IC• MAINS MALL K IMTN FACTORY •�: NATFI STOPS --'1 FANNU10 •TEE'S FITTINGS UNLESS OTHB%= APPROVED. 2X4 1 r.•6• L PPE MAMAL 91ALL SE ONE OF TIME FOLLOWING '•• A. PMC ASIM- 0U — •• ��11 ALL PPE SHALL E COLOR OODED: c " • r MIN. aEARANaE •: wRovHOE 3/4"-0 FOR A 6', SECT)0 N 8—8 QREEJI FOR SANITARY 'DE QRS 12" DN1E FOR SRM MOE PPL11fEs . sf .• MCLEAANOUT 0 AROILXdO IL IL DUCTILE KldNKidd CLASS-50 _2 ~ " """ •r • �• • •� ..��. MIN -------- �„ HEIGHT: TOTAL LENGTH OF 2X4 ���1 LOT#: AS SHOWN ON APPROVED SET OF PLANS 36• m a ~ •t`'� �•, Ta• HEIGHT MARKINGS TO FACE STREET OF GROUND MAGNETIC • .14b 404, SECTION A—A JN 2X4 SURFACE TAPE 0 In � COLOR CODE SURFACE •• • • • LOT/ (GREEN-SANITARY) X !;� • (WHITE-STORM) ••f• , NOTES: � • 1. YJ" ALLEN HEAD BOLTS LABEL MAGNETIC TAPE WITH BLACK LETTERING i C • • 1• LONG RECESSED. GROUND SAN ITAR`: "CAUTION SEWER BURIED BELOW." J _O 2. ALL PERMANANT CLEANOUTS STORM: "CAUTION STORM DRAIN BURIED BELOW." gen. :t •V�a�j • G o*• . TO HAVE BOLT DOWN COVERS. PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. a •t`; •�•• M ' 3. MATERIAL SHALL BE GRAY o CASTIRON, ASTM A-48, t� •i it CLASS 30. 1 PIPE Uj PLUG 41. Ir d j 9 - 90T'OM OF WYE 1 3/4- 4 FOR PLASTIC PIPE s�4•-0 • • MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE �• • 6" PIPE - 0.010 MATERAL AS SPECIFIED 4" PIPE = 0.020 r , z I SUPPORT TEE WITH •J � LIJ DETAIL BEDDING GRAVEL, NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE // MINIMUM 2'0" WIDE ELEVATION J `n OQ � CLEANOUT FRAME STANDARD CLEANOUT SIDE SEWER / SIDE STORM Q QeanWa6er Seances AND COVER � r PIPELINE CleanWater Services Uj REVISED 02-C3 Out commitment is clear. Pt: 'I�FD -C3 OatN�1t�11��t1�dMt' DRAWING NO. 170 REVISED OZ-0_` Ont commitment is clear. N DRAWING N0. 150 DRAWING N0. 160 �-L Q O Q 1�- O TACK ALL EXPOSED MATERIAL Z PATCH AC TO GREATER OF 3" V) THICKNESS OR EXISTING 12" MIN. Q 6" MIN. 6"MIN EXISTING AC SAWCUT D o c o0 °C oo 0 b o �p�° O o °0 °op° ° oO O O°0 00°0� ° °0 0 CPO �"0 017 N 000aogOio °O Oo Oo °° O O° 6" DIA. PIPE, UNLESS OTHERWISE NOTED 30' MIN. !0p O? 0" 0 •OREGON FLEXIBLE -�� DIA AS NOTED 0000 00 O ° \v COUPLING ON PLAN � 4' - 0 - NPS #1212, 12" SQUARE GRATE (GREEN) f UNPAVED PAVED EXISTING o 0 0 00 CRUSHED ROCK REMOVABLE AREAS AREAS BASE ROCK O00Ilk 0 � G O- 0 O PLUG _\� O40 GGG O EXP, 12/31/04 O O O 000�0ow NDS X11217, 12" EXTENSION RISER 6:b ri IE AS NOTED O / SINGLE OPENING ON PLAN — _ %�0 0 0 0% O TERMINAL CB p - /"'- USE #1206 UNIVERSAL PLUG FOR UNUSED OPENING. CONNECTION w i c� �! DETAIL Z PIPE ZONE _ 4., 11 t - - 4i NDS #1242 L N UNIVERSAL OUTLET GRATE 4, j WITH 4" 90' ELBOW GRADE EL ZZ 3/4" SOUARE CRATE SELECT vLvi I p z NATIVE ``•':�. �, UNLESS OTHERWISE BACKFILL `', 'j �� " Z BEDDING N 4"—C" OR z- rr1 Q. 4" PIPE NOTED �, / II TRAP FLOW AREA SHALL -- — � � BE EOUAL i0 OR DIA, AS NOTED ON PLAN (D.I. PIPE IF LESS 1 112"-0" � GREATER THAN THAT OF LEANOUT THAN 18" COVER FROM FINISH GRADE TO o a CRUSHED ROCK THE CONNECTION PIPE TOP OF PIPE) Ln i �+ FLEXIBLE — ----- --- — z,, COUPLING (TYP.) )0 ;o WHEN NOTED ON PLAN (MOD) y u „ --_ 12" MINIMUM j OTE COMPACTED 1 1. TEE' CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 0, FLEXIBLE U 12" III�I t� I FLEXIBLE OUPLING AS 3/4 -0 2. SEE STD. DRAWING NO. 280 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL Q. % / OUIRED CRUSHED DIA AS NOTED COUPLING I I MIN. ON PLAN 1D GA. STEEL — e ROCK 4" MINIMUM � ASPHALT COATED INSIDE N'1E , k & OUT LYNCH TYPE 4. CATCH BASIN OR •� gQ.- �'_- PIPE ID 4 REMOVABLE--�,` APPROVED EQUIVALENT ` + 12„ Z PLUG 4" MIN. 314"-0" PIPE ZONE AND 3 P C R. COM ACTED 2' _ 0" BACKFILL MATERIAL BEDDING AS SPECIFIED SEE ABOVE FOR CD SQUARE TERMINAL C.B. • SELECT NATIVE MATERIAL IN LANDSCAPE °i ^ — NDS x1225, 12' If AS NOTED CONNECTION AREAS FOR TELE., ELEC. AND GAS. w Irl E; SLUMP BOX ON PLAN z - �,, v1 "Z U Q T-CUT j J AREA DRAIN 1 CATCH BASIN 2 UTILITY TRENCH 3 ASPHALT DETAILS Clean%a r Services a DRAWING NO. 285 REVISED 02 03 Our commitment is clear. s��ALc.: N. T.S. C9.0 SCALE: N. T•s. C8. 0 SCALE: r"= N. r,S. C9.0 ita C9. 0 r' G ....: IY . . _ .__. .. .-.��._. _._....,. __.. .._..._..,... MM,�•MC++,'.*"'^'*.».wwiM.y.-.•..,..wt..aA.M�.,... y !II! ILII fill Illi illi IIII II11 III I vaatn.aWa.,,.,�.�uYa,e�aaW ,.�� '1e�w«+�cv..;,.,�. Cti1 I I I I I NIIIIII 1u1111u uullTll Illlllru nl 1111111 IliTiiil'iinlIMI nllluu II I I it uu a Il lnl Ill lar 11 I I u II I I,nI l I ul a Ill Ili III I I ahs awl. a 1. zr ;; LEGIBILITY STRIP d m�.l cm 3 I ( ( I I I , I I Ifi tll 1 IV r I I ( I q I I t" 1 G2 2 7 c c 30 O 12 I ; � 16 7 18 9 20 2 3 2./ 2f'3 26 2 ^A ^� '•� tr, , X i I'7« 1 ' • :— J NON1 • l08f�I 644 1111 14"JI111I, Ihs I I' t t' i -..,, M1o1;hA':i .,,.n. «. . I I ; , ,� ,• ;,: ,.. I•';'':a , i ,: i 3 ...'i,: •�e ,1,„�$Y �I.: ..ea ,rel ! T t � I rt,. ,I a -. .•,I n s«.:ria,.,. I � i Jr , I t �w IN NOTES: PRE-CAST " CONICAL PRE-CAST -4' CONICAL HOLES (2) SANITARY HOLES (16) STORM I. ALL STEPS SHALL CONFORM TO THE COVER ONLY COVER ONLY REGLIREMENTS OF ASTM C-478. 2. MANHOLE STEPS MUST BE TIGHT AND r FIRMLY EMBEDDED. 4 3. ALL STEPS WITHIN A MANHOLE SHALL Iro BE OF ME SAME DESIGN, TYPE. AND � N � SIZE. (MIXING OF UNMATCHED STEPS O O O 0) v 1-1 4' IS NOl PERMITTED). O 0 i I tic . '- • �• � .':a: O ON 10-3/4' n L c� c� a c �• 1 12• 0 0 0 onmirwin 16. COPOLYMER POLYPROPYLENE PLASTIC SANITARY STORM 1/2- GRADE 60 REINFORCEMENT 24-3/4' �- 1 13" CC I L1 Uj 3-3/8' FOR I Q PLASTIC SAFI=TY STEP r+ 22 z b Ir M z �••� �•.A 25 6' N O tj 6d 06 J/4' GALVANIZED BAR �', • �.' MATERIALS: •.�' ' ' .� W .s. • , 12' 3' i GALVANIZED: 06 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. ' 4 "� • I 23" Q — REINFORCING BAR CONFORMING NAWITH ASTM A-615 GRADE 40. .4•�• '.Q 24-1 2" ' � r= •�.� GALVANIZED CONFORMING 1H ASTM A-123. ' • % e • 31" i PLASTIC: ' : ., • �. MUST CONFORM WI'PH ASTM C-478. A;• • ;!`�1 STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED NOTES: J L NTH INJECTION MOLDED COPOLYMER POLYPROPYLENE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS J � NTH SERRATED SURFACES. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 4`FOR GALVANIZED STEP 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. ry 4. NOTCH LID FOR LIFTING HOOK. O Q SUBURBAN AND STANDARD MANHOLE STEP Q C�eanWf ier�'Se=vsoea MANHOLE FRAME AND COVER aeanW�r Services w DRAWING NO. 100 REVISED 02 -03 � DRAWING N0. 110—SA/ST hLv15Fo 0:--63 Our eo>,mitmnntiseloar. W ikkiI Q 40 0 C-) rvo TES: I� 1. ALL PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF A.S. T.M. C-478 H-20 LOADING. ALL POURED IN PLACE CONCRETE SHALL BE PER SPECS. -,� PRECAST CONCRETE SET FRAME IN SLAB NON-SHRINKING a oI H-2.0 LOADING GROUT �AGINFF\f/D FI NI SHED •• PAVEMENT GRADE - "L . 111�`1 `- PREFORMED e PLASTIC GASKET 4 4, - I E=156 08 l-- FRAME 14t COVER \qS A Y ABOVE If-155.88 � �f^MANHOLE RISERS. A EXF' "11/31/04 '--`—'-- MANHOLE STEPS � � f5" HIGH FLOW 0111 hOW �- - i -- FLOW e IE IN 1 - I E=155.21 60" DIAMETER AME TER MANHOLE 4 �� / Q I- n IE=156.08 HIGH FLOW OUT FLOW_ Q 4i C:, ( - h I c1 !E OUT ' TO STORM FILTERS E 6 IE OUT cn VARIES W U �" A. Ik cl —12" LAYER COMPACTED .� A o � ,R GRAVEL (314"-0) I st MANHOLE OUTSIDE DIA, a n PLUS 1'-6" (MIN.)CL k. 60' DIA. CONTROL MANHOLE SCALE: N. T.S. dr O. MI• ct J ^K,_I C10. 0 , ah '� .., y:',.., .: - 11J 9h�.'ur'3i,,r✓ :Jwl�t^"'.°R.M.t!'7Mf',,11.. '�II� M ' I .az ,..... 4 u a 101101111 — n Ir,I:4w..W{kt1�w'* .�kWM4" ' ._r;_ t, LE Cm I I I IIII 1111;!Iil illlllill 111111!+1 !Ill�litl Ilil iltl IIIIIIfI IIII IIII Ilil IIII ILII ILII IIII I I b I I I I I I I I I { I ( I i I lllill II 111IIIIIIillllll 111111111 Illllillf IIII�IIIi illlllflllllllllll! 11; '.IIII Iil1�► II tilt IIII a. OIBILITY STRIP I I n113iI1I i f 7 I i I I I I I I I I ( I IInIIIIii�'iiil�►tu•�4i'►t � iill ICimm.l,m 10 1 1 I2 13 4 17 I9 .,... .. 1 2 4 2 5 2 2 r 28 29 3,C � I 16 Ig 20 2 22 23 g -� 4 Ip.Ir nv t1{�'11l1 II f .. ,,, .... s HhNI !t� I I 1 I'! fes' I11� n i II c I{ I ° r -. „It n ..�elN, ^.lf;i:� :wV'. .I iI' r �-i-.,: r, :..., ..:-:. ',.t,;is :Irl 1 hl:.mV. .r..:; „R fiOIL', . 4 4 -11144Z .: I , r ry i 1.., .� Z r v � ,,.. ul � �, F n. ...._. ,,, .. ..r.I.-., ., .a .,. B,II, ..�, ... .,,. .: :t.... %V,. ,� f 4., :;.),,.,.d 4, �, ,. •'1 I I. R. f cl .3 r r V... 8. u � i.,.. .n ,.. i I . L ;"Y-08'i''48° 7u ,. NO"MINN, Y., W -.o,, ,7k1&,,,• ,.in, 57t1 .. ., "Fl.... �,.. ,� � dl, . . l J�k ..,,.. ,i,;_,.... �., c .I r. h-..e'. ���r. s�'11. 1"_..,., _ -�.. .., .-7., 4 ., , :,.,, � �'L.r , •,J1'r , .,1 I -.v a �. �A 1 4', i Fi„ ,rl 8'x��8 r n 9r i ,�'YR 188 4 27.I u k 1 4 , -.,,. ,, r -,.; ,- .. - .. :� u, .: .. 4.i :..-::• 1 N• t L) 1. a� ro r� a L41 u n � c� c� oo Q. m q W y � C 4 � I I 12" 0 OUTLET STUB (SEE NOTE 5) B C INLET GRATE REINFORCING BARS ACCESS I WEIR WALL 2 2 6" (SEE NOTE 6) COVER ? OVERLAP (TYP) Q 101, vo 4 GENERAL NOTES --� L ° b. d C - o 2 ° 1, STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667. I 4 2.) FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. j Lf) (TYP) ui A a Trp - - rFrr 2'-4" 3.) STEEL STRUCTURE TO BE MANUFACTURED OF Ya'• STEEL PLATE. j w • " . • t r r ) „ . . . r „ , „•� INSIDE RIM O 4.) STORMFILTER REQUIRES 3.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND ! � � OUTLET PIPING TO BE SPECIFIED BY ENGINEER �,ND PROVIDED BY CONTRACTOR (j A 5.) CBSF EQUIPPED WITH 4" LONG STUBS FOR INLET IF APPLICABLE AND OUTLET PIPING, A STANDARD OUTLET STUB IS 12" IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE a r ° MADE USING FLEXIBLE COUPLING BY CONTRACTOR. � SCUM BAFFLE 2'-4 2'-4" 2'-4" 6.) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH 1 INSIDE RIM INSIDE: RIM INSIDE RIM QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR I`' INLET STUB (OPTIONAL)5) 7.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND Z LL (SEE NOTE 5) OUTSIDE RIM MAINTENANCE GUIDELINES FOR DETAILS. J n 2—CART. CATCHBASIN — PLAN VIEW 1 2—CART. C,'ATCHBASIN — TOP VIEW 2 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES EXACT NUMBER REQUIRED �l � In Lu ZE un SCALE: N.T.S. � _ SCALE: N.T.S. 2 TO BE SPECIFIED ON SITE PLANS. (V _ OQ O CL 2—CARTRIDGE DEEP CATCHBASIN Q ACCESS COVER (TYP) INLET GRATE LIFTING EYE STORMFILTER DATA ui Z uj (TYP OF 4) DESIGN WATER QUALITY FLOW RATE cfs 0.06 ♦^ d PEAK FLOW RATE cfs 1.94 1, 4" 0 OPENING 1'-5 1/4" RETURN PERIOD OF PEAK FLOW rs 25 CONCRETE M OF CARTRIDGES REQUIRED 2 Q DOLLAR- ' 4" 0 OPENING 2' � � PERMANENT CARTRIDGE FLOW RATE 15 GPM STD (SEE N01; 6) POOL MEDIA TYPE — / ELEVATION FF - — -- RIM ELEVATION 169.00 Q P�TYP) 5" ! CHECK: RIM - IE-OUT = 3.3' 1 E. DIAMETER W53 -3 5/8 CARTRIDGE 4•-g•' INLET STUB 166.29 8STURMFILTER SUPPORT OUTLET STUB 165.70 8"CARTRIDGE(TY') CONFIGURATION: INLET STUB _UNDERDRAIN .- _ (OPTIONAL) 12" 0 OUTLET STUBOUTLETMANIFOLD (SEE NOTE 5) CJ 1,-g„ 2' 2" 0 OUTLET 2 INSIDE INSIDE INSIDE PIPE FROM INSIDE v CLEANOUT 12 0 OUTLET PIPE UNOERORAIN --�- , ACCESS PLUG (SEE NOTE 5) 2'-0 1/2" INLET 6'-9" OUTSIDE OUTSIDE _ NOTES/SPECIAL REQUIREMENTS; -- 2-CART. CATCHBASIN - SECTION VIEW _ 2-CART. CATCHBASIN• - SECTION VIEW - `U �t��{ suu, M.r.s. 1 suu: rv.r.s. 1 i'�� IN `rf/ 2—CANT. CATCHBASIN — SECT►ON VIEW A—A SCALE.- N.1'S. THE S70RMWATER h ANAGEMENT 578711;/'1 �'- THE STORM11A1 ER NAGEMENT J _ THE STORM1tATEK Nal. MA. EMENT ,r Storm Filter SturmFilter - StormFilter U.S. PATENT No. 5,;122,829, U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, II.S. PATENT No, 5,3.'.,6:9, Q, No. 5,624,576, AND OTHER U.S. No. 5,707,527, No. fi,027,63o. 5,707,527, No. 6.027.639, No. 5,624,576, AND OTHEK U.S.11.AND FOREIGN PATENTS PENDING Na. 5,644,576, AND OTHER I AND FOREIGN PATENTS PENDING %ND FOREIGN I'9TFNT,� 1'F':III�I, q'+A e/%%+ 54FE1 E�a.11 X RF�'sION DEEP STEEL CATCHBASIN STORMFILTER SHEET DATE E3Y REVISION DEEP STEEL CATCHBASIN STORMF;LTER rE � DA IE BY REVISION DEEP STEEL CATCHBASIN STORMFILTER J' F.yl' 17/=S1/U4 r , �._ 113 '— PLAN AND SECTION VIEW _ 2/3 TOP AND SECTION VIEW � 3/3 NOTES AND DATA BLOCK STANDARD DRAWING — 2—CARTRIDGE UNIT STORMWWATER STANDARD DRAWING — 2—CARTRIDGE UNIT .4 l 1 STORINIM/ITER STANDARD DRAWING — 2—CARTRIDGE UNIT STORMWATER r, 'OILDATE PRO ECT NO: DRAWING TILE NAME M A N A N L M t N T N C. _�� DRAWN BY- ��� �Nl L _,7111J13/0 N LATE PROJECT NO DRAWING FILE NAME M A N A Q L M i N T INC. c� " f S,GNEO Eat _ ; ti'nWN Eat ��, 1 13 'Ua E)ATE PROJECT N0 DRAWING FILE NAME: M A N A O E M t N T /N C. I xX x C85F-2-5 .DWG 800 548-4667 ESiGNED BY. 3 1/13.04 XXXX CE3SF-2-SD.DWG Hoo 548-4t)6 )ESIGNEO HY DRAWN BY 1 t3 Oa xXXX F ? S[ F?WG t�UU 54N-4f,F r, f II w I I 4 i fT7 L • .I (X I • r - v q I I I I r I v u M c11 . 0 1 t. - M,p71MNAPlr1-m#«rw,atr .. T:I�. g!,I(�Izs<r.� zprscnra•urnmkM>A►A?IMNrar+n«.n•�++rwr+^+s*i .....,,..,,,,:. •.. ,;v...:.N...nwnw�.r" .,.-,.:_.. .....:........: I :ka,.'a„«inw i>�JMMNi:Y '$Os41W6.arw,.vm.:a,.a.n'Ri11WY6tltdpl . . ,I,. .. +.... ._ LEC3IBILRY STRIP Cr7'I 11u ul.11tl)11 nIlnl�n,tlnll n!Iinlrlllllf111� IIII�IIII Iilli In uIIInII II IuII 1nl un Illlinn uE1 un Il�il tll`l Iiiiil I Il1-1111-111711-1" I1 "' 100, ,y 1 2 3 >>� t�d I I III$ I I� I I,a I i I�!! I� III I'II�III�IIIIINIIIIulOnlu121lllu�u �2n�) 121�I n1r111�1rn�+rill,li�1 u� Ii IIi�i I"�ilf ILII, IQ�R�.Icm 3 24 25 7 28 2 28 29 30 9 G I I I 01 J 'lit 1111111 11 fill •-!'14M+- ''"'p`p'nT71�11TAI � RJ�MIEi ,+ �db6AnsieiM �.� .i � , eyi,�.• HCH 1 t 1 d5 2 �> I' , . - yp� 1 - - I i I I i I � I rn I -- -- - ALTERNATE PIPE 6 ' X 12 ' PRECAST Iu BALLAST g GENERAL NOTES m ° E ' (SEE NOTE 7) LOCATIONS (TYP) STORMFILTER_ DATA _ c •or Q 2 (SEE NOTE 5) DESIGN WATER QUALITY FLOW RATE (cfs) 0.27 "- - _ --!� - _� v m 1.) STORMFILTER BY STORMWATEQ MANAGEMENT INC., PORTLAND, OREGON 800 548-4667. `n •' o to 10 u PEAK FLOW RATE crs 6.74 / u� �. o c RETURN PERIOD OF PEAK FLOW (yrs) 25 2.) FILTERS TO BE SIPHON-ACTUATED AND SFLf-CLEANING. �� 0 0 2 0 OF CARTRIDGES REQUIRED 8 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 ,� u CARTRIDGE FLOW RATE 15 GPM STD AND C858, w Q• MEDIA TYPE 4 ) STORMFILTER REQUIRES 2.3' OF DROP FROM INLET TO OUTLET INLET AND OUTLET 4 PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR,CI PIPE DATA: 1.E. MATERIAL DIAMETER 5.) PRECAST STORMFILTER EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS • INLET PIPE 1 155.03' 4.. AT INLET/OUTLET LOCATION. I o v Q 41 a o, a INLET PIPE 2 _ 6.) RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. CONTACT SM, FOR y _ . _ _ • OUTLET PIPE 152.73 4 I I � RIM ELEVATION(S): OTHER OPTIONS F A SHALLOWER SYSTEM IS REQUIRED 0 I Ll I I 7.) ANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER IF NEEDED. BALLAST I - -� L . , v TO BE SET ALONG ENTIRE LENGT1i OF BOTH Slut_S OF VAULT BALLAST c MATERIALS TO BE PROVIDED BY CONTRACTOR. r 8.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND , MAINTENANCE GUIDELINES FOR DETAILS. cr 166.56 166.56 9.) DETAIL REFLECTS DESIGN INTENT ONLY, ACTUAL VAULT DIMENSIONS AND CONFIGURATION O FLOW -� — l A �, WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 11 _71 10.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED LADDER YE NO TO BE SPECIFIED ON SITE PLANS. CARTRIDGE -_J BAY ` ANTI-FLOTATION BALLAST HEIGHT WIDTH C� • N A N A a NOTES/SPECIAL REQUIREMENTS: ILL QUAY T )� INLET �_ ' - Lr B OUTLET PIPE7 �``` ='� =%, BAY a INLET PIPE e '� ° W (SEE NOTE 4) d I '4 � • ' d SEE NOTE 4 � - BAFFLE (—, .a — — _— Q '� FLOW W . ( ) LEA. Q WALL - — — — — -�-°-7SPREADER Q 4- 1 .4 ° I t_j BALLAS1— e a I (SEE. NOI-E 7) Z � L �6 ' x 12 ' STORMFILTER PLAN VIEW 1 N �-- `D °SCALE: N.T.S. _ 0 Q O° a O a u e a HEIGHT GRADE RING 30" 0 FRAME AND UNDERDRAIN I ui ui WIDTH Or TYP COVER MANIFOLD � � - - Q � BAFFLE WALL -.__r. .��` O o 6 ' x 12 ' STORMFILTER — SECTION VIEVV (TYP) -- SCALE: N.T.S. U .e. 1 4 ° G LADDER u q Z PERMANENT POOL ---3-3• --- 5'� — __�_ - -----,_, cn 4 �[ s 4'-6• WN (SEE NOTE 6) G ' I A99 4 19 .e a / �� PRF. FT FLOW SPREADER d - � 6' �;' �fs' � (TYP) NFF,��.,- _ , �' . .4 ° 4 d •A' STORMFILTER UNDERDRAIN ENERGY r MANIFOLD CARTRIDGE (TYP) � DISSIPATOR qs A. � / (SEE NOTE 2) "� 0� Jtol°4 '• e v e Exp. 12/31/04 a a a - 6 x 12 STORMFILTER SECTION VIEW ,A —A' - -- �� I SCALE: N.T.S. 1 'rIIF: STOIZMWATEI� MANAGEMENT 6 ' x 12 ' STORMFILTER — TOP VIEW 2 `HIE s'roR wvrER, M 1NAGF NIF' I ; l � G Stor•rnFilter • ----_ — til�►rn)T�i!("r ' �� Q ` `_. ___.--• --. -_- . U.S. PATENT No. 5,322,629, SCALE: N.T.S. 2 U.S. PATENT' No. Vii, �;�:,li::!), o No. 5 707 52.7 No. 6,0'27,639, No. 5,707,5".17, No, (i 0.'" a No. 5,624,576, ' AND 0'I'I{Ek U.�. CI No. 5'6ti1,;576, AND OTHER, I AND FOREIGN PATENTS PENDING AND FOREIGN PATENTS PENDI�i, L: 7VI50 L� Rev'`;'` 6 ' x 12 ' PRECAST STORMFILTER rr r� �_�'__��:L-.� �A 1-f_ ���T� [._VISION � ) ON! X 6 x 12 PRECAST STORMFILTER (Y I 00 00 UO XXX XXX PLAN AND SECTION VIEW ;�/2 DETAILS AND NOTES STANDARD DRAWING STORMWATER - STANDARD DRAWING '' STORMWATER i A Tf : PROJECT No : DRAWING FILE NAME: M A N A G E M E N T / N C . — MANAGEMENT / N C ' DESIGNED BY: , DRAWN By: �►+►; PA iL : F ROJEC i NO.: DRAWING FILE NAME: —'�-L-- 1 /'T 'A)4 XXXX SF'612.DWG 800 54&--4667 DESIGNED BY: SHL [IRAWN HY SHR t t/22/o� xxxx Sf�612.DWG (fsOC1 54N - 46Fi :' ct v C12. 0 - 1i(�a+T?p3' M��llb7�ilCS.i•rvMwkb..�u:r n..r�w..dlzi.7YuN a.RG8i�P1i�P9-�aJ,ki�ld'19.'Cr".{�Ydeia, _ . , • � ,. .'..., �j L.EOIBILITY STRIP R ::o Illlillll�lll! hili 111 ( III IIS III IIII�lill�tl(iIIIIII I ! illllllll Ilillllll IIIIIIIII�IIIIIIIlI II!I,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIltl"'11►I I I I I 11 Iillli I ( ! (III I III Ili I Itll i !Ililiitl 'tl ILII (III IIiI Milcm II Iiilyllpl ��I 4 I I I 10 i I 12 13 IQ O"" • �" f I d i 7 I 19 20 211 2�2 2�3 2 4 215 21e 217 2113 2�9 3 o �eMNNIA�I�I���� *���M��+��� +�� � � I • 4N�� 21"Lw4�wiwll.4 � N�NI a 108 �4. : .. ..;... .. ..r' .. �.:` �R`�mf"mt•.N)'I',.I"IY. �M�.�, ��y..y�yyy�� . ', -..: 1.. :. :: .. .•: .. ,. . ... .:, Q�. :, .. ,. ..... - FINISH GRADE. w (HORIZONTAL) VOLUME OF THRUST BLOCK -- BEARING AREA OF THRUST BLOCKS IN SQ. FT. IN CU. YDS. (VERTICAL) --- 4 I I TIN 45' 22 1/2' 11 1/4' FITTING BEND ANGLE CAST IRON TOP SECTION WA if SIZE TEE. 90' BENDZE AND COVER WITH "WATER" 'n jjjjj �j 1,11111 jilt 45' 22.5' 11.25' CAST IN TOP SURFACE o BEND BEND BEND I ro cv ' � 4 1.3 1 8 1.0 1.0 1.0 4 1.1 0.4 0.2 PA YEMEN TIOU 6 - 2.8 _ 4.0 2.2 1.1 1.0 6 2.7 1.0 0.4 HAND TAMP BACKFILL 8 5.0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.6 AROUND TOP SECTION 6" MIN. [ ! rr � p rA � t' 12 l i.3 16 0 8, 7 4.4 2.2 1?. 8.5 3.2 1 3 _-_�12 MAX. VAL VE BOX TOP ;� v o a 2 ' S0. OPER. NUT mob U v; 16, 20,1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 ccpp � w • 20 31.1 44,4 24.0 12,3 6.2 CAST IRON BOTTOM SECTION - --T- x 1" SCH. 80 STEEL PIPE SHAFT 0CL. 0 k G 24 45.2 -�__-6a.0 - 3a.6 17.7 8.9 �--_ VALUES BASED ON 200 PSI WATER MINIMUM w PaessuRE AND 2000 PSF sac BEARING �`-- OPERATOR EXTENSION `° � 1/4" MAXIMUM • CAPACITY PER 3 k CLEARANCE R ROCK GUARD 1/8" STL. PLATE a, w WELD TO PIPE SHAFT a to GUARD TO BE 3/8" MIN. SMALLER DIAMETER THAN VALVE BOX. SEE NOTE No, 2 fa ,� 2 1/2"x 2 1/2"x 3/8" LONG ` �R '� STEEL FLAT BAR r_ VALVE BOX BOTTOM -4- BEND BEND TEE VERTICAL BEND FI T i ING ROD EMBEDMENT3"x 3"x 318"x 2" L ON SIZE SIZE c 4"-12" Z 30" NOTES: STEEL SQUARE TUBE- � 6" P.V.C. SCH. 40 O PIPE SPACER WHERE I 14"-16" 8 36" 1 VALVE BOX NOT TO REST ' NECESSARY. L0 AI ) In ON OPERATING ASSEMBLY <p • �� NO TES: 2) OPERATOR EXTENSION 'N ITREQUIRED WHEN VALVE NUT 1) CONCRETE BLOCKING TO BE POURED AGAINST IS DEEPER THAN 3 FEET UNDISTURBED EARTH FROM FINISHED GRADE. NO TES: 2) ALL CONCRETE To BE CLASS 3000 3) CENTER VALVE BOX ON J 3) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET AXIS OF OPER. NUT. 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE STRADDLE BLOCK AROUND FITTING. SECURE SHEET ENDS TO PREVENT WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM SEE DETAIL No, 200 INFILTRATION OF DIRT BETWEEN SHEET AND PIPE 4) PROVIDE 24" SQ,IARE BY 4" THICK FINISHED GRADE, FITTING PRIOR TO POURING THRUST BLOCKING CONCRETE PAD AROUND VALVE }' 4) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS BOX OUTSIDE OF PAVED AREAS 2) WHERE DEPTH IS OVER 6 FEET, A SECOND PLATE V Z FROM CONCRETE WITH TEMPOARY FORMS AND SHALL BE INSTALLED EQUALLY BETWEEN ROCK GUARD J u POLYETHENE SHEETING SEE NOTE No. 3 5) VALVE BOX COVER SHALL BE A AND 2" VALVE NUT. J � MINIMUM OF 4 1/2" IN LENGTH 4 THRUST BLOCK 1 GATE VALVE 2 VALVE OPERATOR EXTENTION 3 SCALE: N. T.S. C13. 0 :C,ALE: N. T.S. C13. 0 W Q 18" MIN. 24" MAX SIDEWALK ADJACENT TO CURB - --- -- _ o VALVE RISER O COMPLETE Z SIDEWALK r�rlN 3" MIN, BREAK FLANGE - 6" MAX. ----- --,.- WATER METER Y •�' - - - PLAN oo e' • r r METER BOX �>/\\ � \ 1" UNION EACH SIDE T`DOUBLE CHECK "DRAIN ROCK POCKET VALVE ASSEMBLY s 4 CU. FT, MIN. CAMPBELL J1 (YH-2) FROST PROOF YARD HYDRANT 6" DUCTILE IRON PIPE ;° : �� OR EQUAL - 12" 57871F' COMPACTED GRANULAR 4. O OREGU. BACKFILL AS SPECIFIED t yr`�gti` 14 WATER METER L .r 6" MEGAIUG RETAINER q; GLAND (-BAA IRON) I / CONCRETE PIER 6' GATE VALVE ' � i% }� EXP. 12/31/04 BLOCK FL G. x M.J. 0 CRUSHED ROCK BASE. M.J, x 6 FL G, TEE SEE NOTE No. 1 THRUST elocK ELEVATION .y C7 SIDEWALK WITH PLAN ]-ER eox SPECIFICATIONS 18" MIN. I" GALVANIZED PIPE 2, 75' DEVICE SIZE BOX TYPE STRIP A T CURB ,. \ 3/4" - 1" BROOKS #1419 SERIES QR EQUAL I 24MAX �• 1 1/2" - 2" CARSON 1730D P15L OR EQUAL I I Ru (D U iii 24"X24"X5" CONCRETE BASE - INSTALLATION SHOWN IS ONLY A SUGGESTION. r 'I >IDf WALK �,r MAX BREAK FLANGE 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. TY -. Li I ---- - `�,; ti- 2• BE INSTALLED IN ES BRASS, STAINLESS, OR PLASTIC PLUGS TO TEST COCKS IF BELOW GROUND INSTALLATION a QGLASS C OR 0 BACKFILL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, SEE MANUFACTURES AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS O FOR INSTALLATION, r 1'X 1'X 1' PEA GRAVEL - RECOMMENDATION �- ►-- �o NO TES: 4 FT. (REF) q 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE. iP'"OvtO" No scA,[ I [N.ry,NfIR,Nf:OCPM1UENi AGUSIIN P UUENA$ y+.- FOR SIZE ON SIZE USE A M,J. TAPPING SLEEVE . 3,,55• "ALLA1�1 OTT tm 4[�- ---- DOUBLE CHECK owt Nr, 2. NO OBSTRUCTIONS WITHIN 2 FT. OF FIRE HYDRANOM TASSEMBLY 530 I.I f� t r j MARCH 1998 } _....._ C pTY OF flGAll� el�rer APMOVAL DA TIE Q1 Q a FIRE HYDRANT ASSEMBLY _4 FROS TPRODF YARD HYDRANT 5 2" DOUBLE CHECK ASSEMBLY Y - - ,I IL.I SCALE N 13. ;:ALt ti r 13. cAII N r > C13.0 C13. 0 v CJ 'I I � I I 1 �I 1 LE0181L�STRIP { cm Il 1t 1 I, MITI, I f11II1 14111111111 IIIIIIIII VIII nom!III1)11t 1 tlll ! j tillllt III IIiII I IIIIn;I�Iillnlluulun;i }' +IIIIIIIIuII�IIIIInIIIIIIIiiII:�nIJIInI�ililllnllnlllllll�ui ,, I li l I ilililllliilillli�illnllu�Ii IOmm■I cm tl 10 1 1 12 13 14 11' 17 18 19 20 '1" 1 22 23 24 25 26 27 28 29 30 I a. err rfI O1 HOW o tbL 07 `. , 1 r i I+ ]iEi -Fl4 I a v{sfI ti . . , :• •�:' i " . , . n MIT r PIN m T 17 �„