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10350 SW LINCOLN STREET-7 90 H0 70 60 50 40 30 )0 1 0 rJ - - 1 1 J r V J STA 10•-18.88, 51.85' LT. S BEGIN CURB RETURN STA 11+89.10 TO 12+57.23 I' W / INSTALL COMMERCIAL DRIVEWAY MATCH EXISTING CURB SEE DETAIL SHEET - -- - i EEXISTING TREE EXISTING TREE L I TO BE REMOVED TO BE REMOVED EXISTING DITCH INLET STANDARD CORNER TO BE REMOVED. 4 e 1 WHEEL CHAIR RAMP TELEPHONE PEDESTAL ;TO BE RELOCATED REMOVE EXISTING (BY OTHERS) FENtLTYPICAL) +- - PROPOSED RIGHT-OF-WAY 2 / t.. 2 RELOCATE EXI Q i L 0 - �� � 8 � / i �XISTiNG 11T'` o STREET I R ( b /RIGHT-OF-WAY ��f , QREGO+ 11N y' 1 9° ✓�£ J. 6' \ STANDARD SIDEWALK STA 10+d0 LINCOLN `\ = C/L INTERSECTION + 1 4114. I \ \' W/ ,PI.ANTERSTRIP dt W/ LOCUST STREET. LINCOLN STREET A CURB & GUTTER. SEE EXPIRES os/ao/oa `O I �\ TXPICA DETAILS. / w Ln E T-CUT PAVEMENT 12" MIN. -- -- - - NEW FIRE HYDRA .� \� d c FROM EXISTING EDGE. CONNECT TO EXISTING _ �� SEE ONSITE PLANS. .` �\ z 8" WATER. ABANDON __ I 4 / o Ln 1 1/2" CLASS 'C' OVERLAY TO C/L. PIPE ON SITE. _ FEATHER END TO MATCH EXISTING. N S R I I \ \ CURB RETURN DATA OVERLAY AS NECESSARY TO CREATE SMOOTH CROSS SLOPE. STA 13+03.32, 15.88' LT."---- E INSTALL CATCH BASIN #1 \� RADIUS = 35.00 3 O � E I - OVER EXISTING LATERAL \_ LENGTH = 54,83 3 3 -{ AND CONNECT. 4. DELTA = 89'45'28' `" o E i - I 7 _ BCR STA = 1,0+20.39, 51.85 LT. � a TP ® BCR =� 210.22 x TP ® 1TIP 0 /2d 209.42 4d 209.95 - y _71 i C. 7 y \ TP ® 3/4d = 208.81 - ®I �� TP ® ECR = 208.33 co �, �• ECR STA = 10+55.39, 1'1' LT. STA 13+76.91 TO 14+52.19 RADIUS = 25.00 INSTALL COMMERCIAL DRIVEWAY '�G Gro LENGTH = 34.74 " = SEE DETAIL SHEET ��!'.` DELTA 79'36'54 `V BCR STA = 11+89.10, 17.00' LT. EXISTING STREET LIGHT nJ TP ® BCR = 206.38 TO REMAIN (TYPICAL) ��k O TP ® 1/4d = 206.21 W P VV TP ® 1/2d = 205.96 C TP ® 3/4d = 205.51 c TP ® ECR = 205.09 LU ECR STA = 12+11 28, 38.27' LT. U 4 4 Q RADIUS = 25.00 J N -. - LENGTH = 3 ,05 a. N DELTA = F8'52'08" BCR STA = 12+57.23, 17' LT. W cmv rn OTP ® BCR = 205.37 z O 35 MPH SPEED LIMIT TP ® 1/4d = 205.33 J U � - H TLIGHTS' - TP ® 1/2d = 205.43 W/ STREET TP ® 3/4d = 204. 7 TP ® ECR = 204.58 O O PVI STA = 10+85 ECR STA = 12+35.34, 37.28' LT. w PVI ELEV = 207.87 D A.D. = 2.42UJ c_J Q 35 hPH SPEED IMIT U > O K 31.0 RADIUS - 25.00 O O -- -T - - I ----�--- ----- -- PV1 STA 1 - - -- _ -- LENGTH = 35.92 = w 7 .00' VC PVI ELEV = 20 .40 DELTA = 82'19'58" A.D. _ -0.5 35 MPH SPEED �IM!T BCR STA = 13+76.91, 17' LT. � -- tL K = 75.5 PVI STA = 12+150 I 4 TP ® BCR = 202.60 U Z > `� cr° I PVI; ELEV = 20 .07 212 O TP ® 1/4d 202.18 m Q 212 + _ _ TP ® 1/2d - 201.34 c� _ 0 40.00' VC - D.-�--�-9 - _ O t 5 o N --iA. TP ® 3/4d = 200.45 5 Q w k w K = 4� 5 TP ® ECR = 199.85 � > c� j I I ECR STA = 13+99.19, 39.45' LT. W m w wo .r 50.00 V. ,- 210 ,� ,� o r7 RADIUS W Q Ln Ln -__- _..-.--... 1 _. �_ .___ _ -_-- --- _- ____ _._.-_-_ - __ M = C7 -- - - - ? - ----- _-_ -.- ^o ± p _._-.. f------- - 210 25.00 J i� EXISTING GROUND + g >-' W CD Ia LENGTH = 39.71 to w 00) w N O a DELTA = 91'00 05" v v v I 17' RT. OF C/L _ u� a� rn 3 BCR STA - 14+52.19, 1..00' LT. �= -m m I AT NEW �UTTERLINE .. TP ® BCR = 200.84 W _ r v c+v o + Q N O TP ® 1/4d = 200.88 208 _ ----- -------- - I `f' \- +-- _ > -- .. __ - Z n 208_ TP ® 1/2d = 200.68CD "'+__ v � w a TP ® 3/4d = 200.32 _ �' EXISTING GROUND w N ~ w TP ® ECR = 199.87 N �AT C/L w Mo a"4' .41 � d' N to ECR STA = 14+26.17, 41.81' LT. W 206 + m" g 206 "O O o 0- - --- o 40POSEb _ OUND "� j N N i� aa AT GU TERLINE T C/L a II x o co to L� It 6 204 - Z EXISTING GROUND 204 CENTERLCJE CURVE DATA 6 issue date: 06-13-03 in , ---. 0 LD¢ - - .__ _O.E._Lf1 _ - --- - --- - - -- -- - - - jab number; 0321 N °o r APPROXI ATE EP �- w + N ¢ revisions; Z U II o O 2 r� Z ARC LENGTH = 283.24 Q M N 3 MIN. J O RADIUS = 350.00 V) w °i Uw + o o + o \- 1_-�'`�_ 202 DELTA ANGLE = 46'22'01" 202 r� _._ r z 1! _._ - _ �- -c� --- - - - - -- -- - - - - - �_ - CHORD BEARING = S23'09'06"W ; Lc) C a > T I `f Q a 0 Z p cn m w to LOVER WATERLI E 010 J, UN ER CATCH BASIN Ln w - ----- - -- - ---- _ ._.._.._ _ LA .RAL. -4- 1)/p - 200 200 I Q : 222 CF � D � I !p 198 104-00 11+00 124-00 --13400 14400 7 LINCOLN STREET IMPROVEMENTS 103511 S�1, LIN('OLN STRF:rr SI.1•F. & UNDERGROUND I'l-M200.:-00271. P1112003_0035R 2or11 LINCOLN COLN STREET IMPROVEMENTS filename; L/2002-043/DING/STREET cC� NOR 1" 20' VER. 1" - 2' -- C5 90 80 �'0 60 50 40 30 20 10 9 NOTICE IF THE PRINT OR TYPE ON ANY iT ! ! III III III III III I I III III III I ! !I I ! ! I I1 I l r III III III I I III III III III III I(I III I I III III III III III III III I I I I'. III III III III III I I I I I I I III III !IIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, I - ---L11 _I_-- 14J ._I-IL_ L 6�- I_ I-_I1_ -I-_-I- __I_ l_ --- IT _I___I_ L' o�UO IT IS DUE TO THE QUALITY OF THE ""36 ORIGINAL DOCUMENT L Z t-11111 �L �Ls L� L II IIII IIIIIII►I,I►IIIIIIIII Illilllll�lllI II,, III111II111171,111111Ill�lll IIIIIIIII�IIIIIIIII�I�II I��I IIII ��II IIII I��� �����I�I���►I�Ilili�llli IIII Ili iiii�iiii IIII lii�l�l�l�lll1 ll�ll�l 1►►l��IluWLllll111 IIII l tlllll ►���►N1� ,'. 90 HO 70 BO 50 40 30 :r, . 1 ) C'J f--- 1 REMOVE EXISTING ���h FENCE (TYPICAL) ` I I 41 :\ / "-� RELOCATE EXIS .`P' �`�/ / FIRE HYDRANT; 0 Gj 1, PLANTER ST" AND;'CONNZCT TO NEW 8",WATERL,4NE, = 1 VERIFY 0OUTE OF EXISTIN PIPE #1D RECONNECT TO oe CAT BASIN IF REQUIRED. PRO 10' MIN. x EXISTING 'RIGHT-OF-WAY 2 �,� t9,t9i 'p OREGON9� 600 REMOVE EXISTING \\ T-CUT PAVEMENT PROPbSED FENCE (TYPICAL)12" MIN. FROM EDGE. �\ 6' RIG -OF,-WAY FEXPIRES 06/30/03 STA 15+40.35, 15.88' LT. INSTALL CATCH BASIN #2 �� a OVER EXISITNG LATERAL ° o AND CONNECT30 4p •. 6'• r ST/► 17+50.61, 17.00' LT. a�P ENO IMPROVEMENTS f 3 INS TALL - 3: O (1) 2 BLOW-OFF CURB RETURN DATA 3 °- EXISTING STREET LIGHT " u, TO REMAIN (TYPICAL) `� SEE DETAIL SHEET `� °o E i= Ln a� RADIUS = 25.00 = °` s 1 1/2" CLASS 'C' OVERLAY TO C/L. o LENGTH = 40.794 „ FEATHER END TO MATCH EXISTING. LUZ I N DELTA = 93'28'29" OVERI AY AS NECESSARY m A BCR STA = 164-59.29, 17.00' LT. CYJ REMOVE EXISTING + - TO CREATE SMOOTH CROSS SLOPE. TP ® BCR = 197.69 CA-,'CH BASIN O TP 0 1/4d = 197.46 L �.` TP ® 1/2d = 197.41 = y STA 16+59.29 TO 17+47.57 TP ® 3/4d = 197.39 INSTALL COMMERCIAL DRIVEWAY ___. _f TP ® ECR = 197.25 SEE DETAIL SHEETtr ECR STA = 16+86.83, 42.76' LT. ---- - I EXISTING STREET BARRICADE ------_ _ _ STA 17+48.50, 15.88' LT. - TO REMAIN NEW FIRE SUPPLY INSTALL CATCH BASIN #3 -`- -- -- ------__._ ..^._ _ RADIUS = 25.00 SEE ONSITE PLANS. EXTEND LATERAL FROM LENGTH = 42.58 ACROSS STREET AND CONNECT. (,, DELTA = 97'35'17" BCR STA = 17+47.58, 17.00' LT. W 4 O TP ® BCR = 194.96 TP ® 1/4d = 195.29 1 = - - 35 MPH SPEED LIMIT TP ® 1/2d 195.62 TP ® 3/4d = 195.93 J c� - /-STREET LIGHTS _ _ TP ® ECR - 196 14 PVI STA 15+00 ^�_'T-- ECR STA = 17+20.10, 44.56' LT. c CN LJ.J Cv rn PV( ELEV = .14 35 MPH SPEED LIMIT O A.D. 2.14 PVI STA i= 16+00 Z CD K = 37.4 PVI ELEV != 200.02 w J A.D. _ -2.90 oEE O K - 41.4 F- tFs, 120.06' VC CENTERLINE CURVE DATA a + w co r) - a o - -- - O - C4O O ►- gcn = w 4. + o ARC LENGTH = 370.62 a- c, O m m o O RADIUS = 457.28 C/5 Z `. DELTA ANGLE = 46'26'16 - Z w y 5 202 �_- _ — > - - _ 202 CHORD BEARING - S23 06 59"W < Q Q w rn W 200 = U i —o. ox 200 I> J - n Lu i , _ - W ---- -- —--- - — +,o W , ►+.I�°' I N J ~ CN W 198 EXISTING GROUND I _RT. OF C/L_�-._-- ---_ _ --_-- _ _ E.-P 0% G GROUND N w W uJ AT NEW GU TERLINE La -_ 198 ' �� \ a C) W Q I AT C/ + a �6 3' IN. �-� Q z - 196 W ` LOWER WATERLIN — UNDER CATCH B SIN LATERAL. `~ 194 cs' Q — FhIST1N GROUND 6 issue date: 06-13-03 0, — _ ._.. -_ -- -3 -- ----__- 9' R OF C/L 194 ,. o SCF 8" APPRO pIP rx N lob number: 0321 t Oil revisions: v~a 192 i Z t - �;nn 192 tn y� M, 9 dp 043 rn } mai� �� 1J rn� II _ - + ��' V ----- _ _-—-- —--_ a r - r °i �g � ,a � -- - LOWER WATERLINE . 19O J�f 8E w w w w UNDER CA CH BASIN - c) m w I LATERAL. I I 141-00 1 00 16+00+ Lo < 184,00 7 00 � Q �, cp I 7 o ---- - ----- LINCOLN STREET j �- affil x II 7 V) " Fy W ``'`f) IMPROVEMENTS -- - - -- - - - -- - 10350 SW LINCOLN S'1•I4FF'I � SI'FE & UNI)ERGROUNU PLM2003-00271, 111.1112003-00358 3 of11 j LINCOLN STREET WHROVEMENTS file name: L,2002-943,oMsTAEET m, C6I 90 HO /0 60 5o '10 30 20 10 9 �,::::_v:: :._..:-.-.:...».a,biiMMAHNt[."+L'lA�'?dYC4y-:'Scwv,... ._+FA^iMr._.. .+«fn.vl+.b+*�.aw++,.v..+..�•.,..er�rt». ...... ,_. ..._.-.....e.-...,,. .,..,,-......,,. ..,....,......,:.,....,._ ...... __ ....,_.... _. ... -i NOTICE. IF THE PRINT OR TYPE ON ANY I f I I I�I -I I-I I III I III I I IMAGE IS NUl AS CLEAR AS THIS NOTICE, 41 1I I I I II I!IIII�I I I lI I I I I III I IIII I�!I III I III LIII II I I 1II I I IIII IIII IV�LII I I'I f l l IIII�III lIII IIII I-I I I I I I I III I I-I-I'—i l l- —I�'I� `� - ADO 5 IT IS DUE TO THE QUALITY OF THE No Je as r ORIGINAL DOCUMENT - - - - E 8Z 8L LS 9Z �7 6lZ S L IlS O(Z 8i 131f LT 9i 4+i 6l fit z1il Ili �i i8 8 L 9 19 11'r 1S ��L Tiu� Illl�ltlllllllllllllIIIA►�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIi�lilllllll�IIIIIIII�IIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII�IIII�IIII�IIIIIIIIIIIIIIIIIIIIfI�II!II�III�IIIII�I�I�I�I�III���IW�uI�►llilljil��►111W1W1LllUl�lulllllllll1ll111ll11111111�►Nlll ' 90 80 /0 60 50 40 30 20 0 .T z W M � O 'Q sf C� N (� N u'. M CI- O c". N F- 1 i 1 ST', C 00 90TH CONTRACTOR TO POTHOLE AND _ /L INTERSECTIG - NOTIFY ENGINEER TO FIELD ADJUST 1 1/2" CLASS 'r' I uJ I N/ LOCUST STREET. GRADES THROUGH EX. UTILITIES. OVERLAY. FEATHr_R END 'r0 MATCH EXISTING. _ OVERLAY AS NECESSARY POTHOLE GAS CROSSING. TO CREATE SMOOTH SAWCUT PA'/EMENT NOTIFY ENGINEER TO FIELD STA 0+49.60, 14,88' RT. 90TH CROSS SLOPE. AT C/L. ADJUST GRADES. f INSTALL CATCH BASIN X14 j: 100 PRO"r a _.. . �1� � I NC Frio Q 19,191 2 t W 2 U � r r ,7 b _ � S g ; . . . . . . 3+15.03, 4 RT • STA 1 .88 REMOVE EXISTING 15'. INSTALL CATCH BASIN i�5 18 LF 12" PVC C- 900 W �O�F 130 CATCH BASIN, - STORM LINE, 27- ABANDON -- - - --- - -- Q � ,.,�• 10 C 900 5' - - -------- r— , , ., j 7 LF �� PVC �— —T�— --.---_- `— —` EXPIRES 08/30/03 >: � '-��ir_..��r"1��---ice-' �"•, T-��'" _7 CONNI TO r t � � Q ! 0.5' S IE -.I ABANDON EXISTING REMOVE EXISTING EXISTII MH r' .+•+' : / 5' STANDARD SIDEWALK I STORM DRAIN PIPE CATCH BASIN PROPOSED W PLANTERSTRIP & / REMOVE EXISTING Ir / ABANDON STORM LINE c CATCH BASIN � i TYPICURCAL AL DETAILS. SEE - _ WHEEL CHAIR RAMP r 1 I �-.__.._.- � STANDARD CORNER r� ='1 n R ,H -Oh-WAY ABANDON STORM LINE - �, EXISTING 'I (, E �, .^ � STA 0+20.10, 50.98' RT. RIGHT-OF-WAY s BEGIN CURB RETJRN MATCH EXISTING CURB Utill , <,� I �~ 3 g PARKING LOT ,�, rJ j CURB RETURN DATA 3 �, 3 n ;, ), V I' I I i UCS I i I _ �. �'o v RADIUS = 35.00 ,� I Z I I LENGTH = 54.95 -Z: BCR T STA 89 0+20.10, 50.98' RT. C 8 TP ® BCR = 208.92 m O TP ® 1/4d = 208.38 TP ® 1/2d = 207.51 TP ® 3/4d = 206.76 y TP ® ECR = 206..,6 ECR STA = 0+55.10, 16' RT. z W LU 4 4 C..7 HIGH POINT ELEV = 207.45 LOW POINT ELEV = 207.01 HIGH POINT STA = 11+35.i3 --�- LOW, POINT STA = 0+40.97 i' '- PVI SETA = 2+05 - — - -- N rn W PVI STA = '0+35 PVI ELEV = 207.8 O 2-- VI VI ELEV 206.95 A.D, - -7.93 ZCD A.D. 1 78 K = 20.18 I v w 1 _---- 202 © O 0.00' VC --- — -- - I— O z �, o 30,00' C w � �o 11444 V U 210 N N a o + o 200 C/a O O ►- I� __—. _ _ __- -- :1(gypcr: __—_ - — LLJ --— II cr Z - N -- - O _� cr N �j Fr w�' U v v EXISTING CRO ND M m U t' w w w p m m > > 16 RIGHT OF C/L Q W Q J z w 208 W I _ "WSSS _ -`r- -- - - - ---- _ i PVI STA = 3+25 I It W W I rn PVI E EV = 199.01 U) 11. = 2.57 < 206 _.._._ - ----- h- 196 W � Ln � - - - ___-.._- __.-- --------- --- ----� = 19.46 --._ ._._. ..___ _-- --_____ _-------------, � -_ J � ,� i EvICTIt4G GROUND -- -- - W ~ �o i w 16' LEFT OF C/L �� �, -+--- 50.00' VC 00 N N W 0 0, 194 204 � _ —-- _ - I LV Li 67 LF 10 P C C-900 EXISTING GROUND w N M Z , u) IV S=1.0 x AT C/L w 00 m �' m '- � F �?,p W 202 � - � ►� 192 M rt --- -7- 900 - - — - -- - 7 � � \�) ►Q- a ? ♦4 99� cn <r -- cn o !GRANULAR BACKFILL PROPOSED GROUND on OR 8 I AND BEDDING AT C/L �i 1 6 issue date: 06-13-03 190 200 z Gi c _-- - - -- -- job number: 0321 > a •- ``' w revisions: ao + m �N 1- O Mon u Q - --- - - (n v a vii - V) � I - I , 90TH AVENUE GR NULAR BAC FILL AND B DDING IMPROVEMENTS III SN% LINCOLN S'1'RH;F.1' __ -- - -` - -- til FF''. & t Nl)ER�;ROUNb I'I.N12003-110271, 111.M2003-110358 : 44'11 I ! 90TH AVENUE IMPROVEMENTS_ file name. L:/2002-043/DWG/STREET C NCR I° -- 20' VER. r 2 2' _ C7 90 80 70 60 50 40 30 20 10 8 NOTICE: W THE PRINT OR TYPE ON ANY 11 r III IIIIIII III III III 1 III I(I I III .l t 11'1 V I I I III III I�I I I I 111 111 Jill 1 1 1 1 1 1 1 ,'1 1 1�j 1 III 11 1 1 1 1 11 I I I! III III V I I I 11'I I Ill I l l l l l l l l I I I I I I I III III I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I --I 1 I -I I - I `-�l i_ I tL._ I. I. I uL I -I- I-61 I,� L-I-!� I—I- I gl I -I �1 I_�_ 101 I 11 I--- 1� J- t IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ _ "°_'" ORIGINAL DOCUMENT it s �c tc f7l, e�tFil L�t9Tt Vt4st �L �t �tII�III I�III�IIIII!IILIIII IIII�III�IIIIIIIII�III �IIIIIIIII�IIII�IIII IIII�I!IIIIIII!!II IIII IIII�II�IIill I�IIIIIIIIILIIIIIIIII�lllllllll�ll�llllultl�lllllllll�ll11111111��[1�U11�1111ll111illl�ll�IIIIIINII� i` 90 80 70 60 50 40 30 20 1 g rh , t \\ Z j uw N Ln CB 1 R r RIM=199.55Ln IE=196.55 c"If • W c.) w o / 6 q SD / N A \ / S=0.010 / + N CIO Lr) COTS N I- 1 CB 2 RIM=195.83 IE=192.83 E CB 10 M SD RIM=193.50 MIN S=0.01 IE=190 50 ; AREA DRAIN JI q R ROY*' COTG COTG 8"SD RD S=0.0158 L - a �o RD 6"SD CO / 5 6"SD . MIN 5=0.01 CB 9 COTG S=0.010 IE = 188 83 / RIM=193.50 " IE=190.50 AREA DRAIN o L•�OQ�� /�' UNDERSURFACE TRENCH DRAIN - c1� P���FSS/ a I IN o 8"PERFORATED PIPE IN AGGREGATE c� �U FF yq 5 o FILLED TRENCH 2 19,191` \ , CB 3 CB 12 fn o SEE DETAIL \ / CO RIM=195.72 RIM=191.98 00 - / IE = 191.14 IE=192.72 IE=188.98 QRE�i�N ✓G 91FLOOR V HEEL-PROOF IGRATE CO,TYP �N WI rHoeFRT 3M M. \H�a�a CB 13 EXPIRES 08/30/03 / \ R - M RIM=193.22 / \ o CB 11 R IE=190.22 j oN o CB 14 RIM=194.38 AREA DRAIN rn oO RIM=194 42 IE=191.38 " EE j IE= 191.42 FLOOR DRAIN WITH v $ b / / \ HEEL-PROOF GRATE R 6"SO N SD RD MIN S=0.01 6"SD E e' x 3aU. 1 S=0.0154111111 6"SD I V N' � COTG 6"SD 8"SD RD MIN S=0.01 \ . S=0.0259 S=0.010 � O t \ RD (;gq o, 8"SD RIM=196.07 0 0 6"SD RD S=0.0200 3 MIN 5=0.01 COTG \ \IE=193.07 RD RD COTG `� N I � Ori n \ RD 00EnCB 5 - � cc � c ; � \ RIM=193.15 \\ IE-190.15 RD ' COTG COTG z W 0 W \ CB 6 \�� .n 4 V RIM=195 65 \\ N l LQ M IE=192 65 --� J N Q "' -�W0-4 a C N T XIS T ING S ORM DRAIN(10") z U) A RE I ED Lr O O CB 7 I P H OR LOCA T ON AND DEPTH J Z CJ RIM=193.40 U = S �� SS IE=190.40 - r O .0� 6"SD RD RD $ MINS=0.01 ( O C SD MH %~ p < NNECT XIT, 10"S12 COTG S=0.0202 94 S=0.020294 6" 8" E IN N) 184.21 I / C NEEDED O TILSTHE NEW PUBLIC V 1w. -I co IE IN(W)= 184.21 ORM MAN OLE IS COMPLETED Cn :n = F-- S=0.0 SD o IE OUT= 184.0111) = N I� W (nv RD RIM=189,7 o SEDIMENT MH I EW PUBLIC STORM MH cc uj C/) O � DIA,60"SUMP TO BE CONSTRUCTED WITH Q Z w -. .. _ R R " 12"SD 112-STREET IMPROVEMENTS F- i6 CB 8 12"SD COTC COTG S=0.0249 12"SD SEE PUBLIC IMPROVEMENT PLANS RIM=191.6 =0. /____1"c"`'"tit �� Eo 186.70 S=0.0605 5 z o IE=188.69 SD MH 1 � `' 1 �,. W F- M IE OUT= 188,12 _t; a r.,:.T.. _ W Q C/) RIM=192.2 Lf) FLAT TOP W N O cc ♦W V IV NOTES A A 1, ALL MANHOLE SECTIONS SHALT. 1 1 1 CONFORM TO THE REQUIREMENTS iii N OF ASTM C-473 AND APPLICABLE PROVISIONS OF SM. DRAWING NO. 10 MANHOLE NOTES I STORM DRAINAGE PLAN 2. OUTLET PIPE NOT TO EXCEED 18' GRAPHIC SCALE - -- IN�fT� T SPECIAL DIA. IN BDETAIL NFOR ALL ROVOE 20'-0" ////// 201C 20 CONNECTIONS EXCEEDING 13' DIA. SUMP VOLUME AVAILABLE 6 iSSuri date. 13 june 2003 1. STORM SEWER WITH LESS THAN 0.010 FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS STANDARDS. MINIMUM MAXIMUM THIS SHALL INCLUDE, BUT NOT BE I..IMITED TO, USE OF A PIPE LASER TO ESTABLISH AND HOLD GRADE. 372 0• M.H.- 9.4 M.H.- e.s CCF: 110s.7.7 CF ijl? (lumber: 0321 ( IN FEET ) ' CF 2. CONTRACTOR TO COORDINATE THE ADJUSTMENT OF ALL 1 inch 20 tt» PLAN 84' M.H.- 12.8 CF 21.4 CF EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC.) v PROVIDE SPECIAL DETAIL FOR VOLUME rEvislOns; TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTiLI'(IES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. __ REQUIREMENTS EXCEEDING 21.4 CP 3. ALL TRENCHES SHALL BE BARRICADED FROM PEDESTRIAN ACCESS INCLUDING NIGHTTIME PROVISIONS AFTER WORKING HOURS. _ 20 cFj1 oPCFsoFEi REQUIREMENTS FLOW 4. MATERIALS SHALL. BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, (25 year deelgn for non-restricted flow) APPEARANCE AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. e.s CF MINIMUM REQUIRED 5. THE LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE -RFMOVADLE MAtElItIONT CAP OR ACCURATE. THE CONTRACTOR SHALL POTHOLE TO VERIFY ELEVATIONS OF UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION. OUTLETFLOW OONTROL NOTIFY ARCHITECT/ENGINEER WITHIN 72 HOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED. y ami APPROVED EQUALIRCN rlre r 6. ADJUST ALL NEW AND EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISHED STREET GRArjE. INET - 2^ r 157 OUTLET 7. ALL TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OSHA STANDARDS. �� x� l �' sEcnON a-e f 8. THE CONTRACTOR SHALL PROVIDE AS-BUIL f RECORDS WHICH RECORD MEASUREMENTS OF EXACT UTILITY LOCATION AND DEPTH. -J B SEWER LATERALS SHALL BE TIED TO PERMANENT REFERENCE POINTS. VAINABLE BUMP 9, EXCEPT WHERE NOTED, TRENCH BACKFILL SHALL BE CLASS A UNDER LANDSCAPE AND CLASS 8 UNDER AC/CONCRETE. W MAW.hWAM '' w•MINIMUM �lawam W f ti =aLeNIMIY Ml J RAM 10. STORM SEWER PIPE SHALL BE 3034 PVC OR N-12 IADPE (12" AND GREATER) WHERE BURY DEPTH IS >30' IN PAVED AREAS AND >18' 1InOW?v Mt W81a f � STORM DRAINAGE IN LANDSCAPED AREAS FROM TOP OF PIPE. SHALLOW BURY PIPE (<30" IN PAVED AREAS AND <18" IN LANDSCAPED AREAS) SHALL BE DUCTILE IRON. . �;, xL;.,, .',>;;, ac` 11. PROVIDE TEMPORARY DRAINAGE FACILITIES AS NEEDED TO PREVENT DAMAGE TO PROPERTY AND PERSONAL INJURY r. �'"" x"'°"a` MANHOLE DIAMETER TO K DETERMIN[0 ;..•�. BY SUMP VOLUME REQUIREMENTA 4.. +y. .. 10350 S%1 I.IN('OI.N S'rREE:'I' .�� ';I"I'E & UNDERGROUND LEGEND SECTION A-A PLN12003-(10271, PI,1112003-00358 5 ofl l , . SD = STORM DRAIN file name: civiisite.dwg RD = ROOF DRAIN CB = CATCH BASIN WATER QUALITY CO = CLEANOUT MANHOLE NeanWldler'Savices i COTG = CLEANOUT TO GRADE o.faa..le...rlrel..r. BWV = BACKWATER VALVE DRAWING NO. 515 RENSEO 02-03 SOIL = SOIL../FOUNDATION DRAIN 2 SEDIMENT MANHOLE a c, NT5 C16 I 90 80 70 60 50 40 30 70 t, 0 X .y..,.:...w.nw..:.....a,.. :s.»..n.-tw..n...,..-»...h,....n.. .Ha,.T-'..i.^.....s.r.....i.:.. -:....n.. ...Irv;... .... ,..-. ...:-,.. ,_:.r..., r....n..v.. ri ..... r...•... a, , i i+F »T�s�1,.1rnKwa ^e'". LGvr,.NAI�VA.".�'�-_'_".-nrrifi..._':rt:.wV7�R� - -'- NOTICE.. IF THE PRINT OR TYPE ON ANY Tr I I f IIIIII III III I I III III III I I III III I I I I I I I III III III I I III III III III III III III I I III III III I I III III III I I III III III III I�I IjI I I I I I I I III III III I I '1 I I X00 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ��C L IT IS DUE TO THE QUALITY OF THE No ae 6':w_ ORIGINAL DOCUMENTIf►IqIIIiIIIIIII�IIiIIIIuiIujllll,ir iilllliu iiIiIi I 1 ili iliii iiili i1i il `ii -II, I ,�,,ll,�,, ,,,►1�WLI`lil�lu111ullll!iutiuIII „ III,,, IIIIIi.1li,I j„L ,li, ilu1111, l,J_IIIIiIlWll 90 80 /0 60 50 a0 30 20 11, ti s z o � CJ CHORIZMTAO VOL,;ME OF THRUST BLOCK BEARING AREA OF THRUST BLOCKS IN SO FT IN CU NOTES YDS (VERTICAL) cv FITTING 45' 22 1/2' 11 1/4• ITTI BEND ANGLE Z Ln o 1 SIZE TEE 90 BEND END BEND BEND SIZE 43' 22T3• 11.23• 5 � 4 1.3 1.8^ v1,0 1,0 1.0 1 4 1.1 0.4 0,2 1. SEWER WITH LESS THAN 0.010 FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS STANDARDS. o 6 28 1.8 _ 1.0 1.1 1.0 6 2.7 1,0 0,4 THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, USE OF A PIPE LASER TO ESTABLISH AND HOLD GRADE. i _ _ 8 5,0 7.1 3.9 2.0 1.0 8 4,0 1.5 0,6 2. CONTRACTOR TO COORDINATE THE ADJUSTMENT OF ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC.) 12 11.3 16.0 - 8.7 4.4 2,2 12 8,5 3,2 1.3 TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. < Q 16 20.1 28.4 15.4 7,8 3.9 16 14.8 5.6 2.3 3. ALL TRENCHES SHALL BE BARRICADED FROM PEDESTRIAN ACCESS INCLUDING NIGHTTIME PROVISIONS AFTER WORKING HOURS. C, 20 31.1 44.4 24.0 12.3 6.2 4. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, - Cn 24 45,2 64.0 34.6 17,7 8.9 AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. �> o I' - -_ -_--- 5. THE LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR Ln WATO VALIii BARED DK ¢00 PSI v � BewR�B CAPACITY em Pu ACCURATE. THE CONTRACTOR SHALL POTHOLE TO VERIFY ELEVATIONS OF UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION.SM NOTIFY ARCHITECT/ENGINEER WITHIN 72 HOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED. 1 6. ADJUST ALL NEW AND EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISHED STREET GRADE. _J L / 7. ALL TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING _ AND BRACING, ALI. SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OSHA STANDARDS. 8. THE CONTRACTOR SHALL PROVIDE AS RECORDS WHICH RECORD MEASUREMENTS OF EXACT UTILITY LOCATION AND DEPTH. �r '; SEWER LATERALS SHALL BE TIED TO PERMANENT REFERENCE POINTS. 9. EXCEPT WHERE NOTED, TRENCH BACKFILL SHALL BE CLASS A UNDER LANDSCAPE AND CLASS B UNDER AC/CONCRETE N T VERTICAL BENZ 10. WATER PIPE SHALL BE DUCTILE IRON, SCH 80 PVC OR C900 PVC PIPE AS SHOWI:. I FITTING ROD NBEDNEN71 11, SEWER PIPE SHALL BE 3034 PVC. SIZE SIZE y 4'-12' 06 30' 36' Y NL.1 L 1) THRUST BLOCKING AT ALL TEES, BENDS AND ENDS OF PIPING KE��O PR�EFS 2) CONCRETE. BLOCKING TO BE POURED AGAINST TRA rl' I( UNDISTURBED EARTH \ / G TE VALVE,TY / \ \. ` / J` ^f/ +. / - - <` 19,191 �• 3) ALL CONCRETE TO BE CLASS 3000 �.r . f/ 2 SEE DETAIL No 200 4> INSTALL 12 MIL TOTAL THICKNESS POLYETIIENE SHE `�?OB ` \ I AV 1 .-- f !7 OREGON9 AROUND FITTING SECURE SHEET ENDS TO PREVENT INFILTRATION OF DIRT BETWEEN SHEET AND PIPE (/ "• FITTING PRIOR TO POURING THRUST BLOCKING � i^ J) ^"'"" ++,1 ( I _ ry ✓/� 1 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTSIf. - \ �(,\� J� FROM CONCRETE WITH TEMPOARY FORMS AND POLYETHENE SHEETING SEE NOTE No 3 o5 �, ~• •,moI��'� _ / I F. 2 \ \' f , I < �� f I I I �EXPIRES 06/30/03 THINXT - DETAIL No, ` �� �� � / '1 � FIRE HYDRANT TualaUnhUgWata _ - gs C ECT TO NEW 8"WATER THRUST BLOCKING y � HYD \._PROVIDETEE 203--- ABANDON WATER LINES o, 3G � E _ _ GRAPHIC SCALE \, o�� " - - - _ - - - - _ -� i 6 3 - Bo o ,o so .o Bo REMOVE HYDRANT --201^'- 1 , % F- ( IN FEET ) r _ v I inch 20 1t 010 ---- y �-- -zoo- LU UJ AB)(NDON WATER LINE CV CL W CEJ Cn / / \ \ r - - - .._ -198- -- _/ / -- - / / -�. / J U � 1 % / O Coco E3 rr- w Q J CD � O 0 2 LJJ C/0 / u L____. I 4"DOMESTIC WATER - Q z z / c"' ✓ OUBLE CHECK VALVE AND VAULT PROVIDE S P PUMP(DAYLIGHT IN CURB FACE) h- � Q _ G6TE ALVI 5 z a_ I- / / L U CJ 4"DOMESTIC WATER SERVICE-SCH 80 PVC r 4"DOMESTIC WATER SERVICE-SCH VC 4" °•?�`' O PR T Y NT FIRE DIP cr_ O MO E Wl H BLIC / .��..�.. 3"DOMESTIC METER AND VAULT W Q C/T I �V MENTS) r \` _ _ / �^�� PROVIDE SUMP PUMP(DAYLIGHT IN CURB FACE) I C3 Lr) PLACE WITH TOP OF VAULT COVER FLUSH WITH J H- N TOP OF ADJACENT SIDEWALK I W � LUCONNECT TO PUBLIC WATER MAIN w 1Co COORDINATE WITH TUALATIN VALLEY �l / / --- -- -� / �/ / WATER DISTRICT ) w A6 W I N LU / J w A/ / ��� / \ �' CONSTRUCT NEW SANITARY MH G �V \ / OVER EXISTING 12"CONCRCTE SEWER IE INR")L= 179.49 6 issue date: 13 jure 2003 IM= 186.8* 9, jab number: 0321 revisions: 6"SAN TARY-3034 PVC MINS =0 01 � + � 6"DOUBLE CHECK DETECTOR VALVE ' /y i I AND VAULT. PROVIDE SUMP PUMP(DAYLIGHT -192- /-- TO CURB FACE). PROVIDE FDC AND HYDRANT. I UTILITIES PLAN 6„F/RE D/P CONNECTTO NEW o"WATER __ _ OVIDt EE I J �/� -- / --189- / 1 SITEI&`UNDERGROUND,.I 8"FIRE DIP _ ,r ----- - I N1200i 110 N1 003 00 K f - ..___.._..---- -- -- ------- P : 271. PI � �a / - \ file name: civilsite.dwg FIRE HYDRANT / I , • r - _�. ( r -197 __-,L._-�� _19 _._._ --' ' ,err,. _ f•--Ir ''tom � J( l) ./ � ""' rf C� ,A N� N UTILITIES PLAN I` C17 90 80 /0 0o 50 60 30 20 10 E1 NOTICE: IF THE PRINT OR TYPE ON ANY II1 'ff{1li I'I II IIII{III III III III{III III III II' IlT1T�T Ijflill IIIIt I lilllll I�Illll Illlllllillil I III III III III III III IIII I ill III III I III III III III Il! III VIII I - E- 1 FL. Jj II �_ ___! 1 i I_i i 1 i ► _ 4 { 161 I -i- ► 8�► ' �� i► _� { 1 _!_ { 11 I _r,t t i ���� IMAGE IS NOT AS CLEAR AS THIS NO II . _, No 36 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �OIE 8�L I gL -LL 9Z Z 6r7 SL iZ Z At Bi Li At 9�T t Si LTi Tt I O�i f 8 I I L T 9 1► I L I ioi�u� . IIII IIII IIII IIII{.III IIII{IIII IIII Illi IIII{Illi IIII{IIII IIII Illi IIII{IIII Illi{IIII IIIIIIIII IIII{IIII IIII{IIII IIII{I�II�I�II{!LSI fill IIII IIII Illi llfl ilii iliiliiii Illi IlUlllulllff Iliiliiii Illi ilii ilii �lll >uil�iii�u> ,1! All N11 90 80 70 60 50 40 30 20 10 0 r-- 00 rn K Z O v v N cn Wr N _PLUMBING EQUIPMENT SCHEDULE STANDARD MECHANICAL 4ABBREVIATIONS MISC . VALVES & COCKS PLUMBING SYMBOLS _ ITEM DESCRIPTION ELECTRICAL AF AIRFOIL ID INSIDE(DIAMETER/DI MEN SION) ---D4- SHUT-OFF VALVE ICD AFF ABOVE FINISHED FLOOR IE INVERT ELEVATIONt>4 - GLOBE VALVE ---1 TB THRUST BLOCK DEf_t DOMESTIC waiEft EXPANSION TANKAHP APPARATUS HOUSING PLENUM IN INCH(ES) s CO CLEANOUT GALLONS ACCEPTANCE VOLUMEDa- SHUT-OFF VALVE W/ TAMPER SWITCH I I WCO WALL CLEANOUT ALT ALTERNATIVE INSUL INSULATION --C-- W Q f GALLONS TANK VOLUME - -�.� CHECK VALVE d BASED ON: AMTROL ALUMINUM ISOL ISOLAT(OR)(ION) 1 ! _ APPRUX APPROXIMATELY DROP KWH KILOWATT HOUR FCO FLOOR CLEANOUT _ __ - - - BALANCING VALVE - - -- - T Fc -2 CTG CLEANOUT TO GRADE GPRV 1 GAS PRESSURE REDUCING VALVE FLOW CONTROL VALVEcn ARCH ARCHITECT URAL I ENGTH -� -- -- -fl FD FLOOR DRAIN o CFH INPUT, — PSIG INLET PRESSURE. - ( ) L ® c' Tn OUTLET PRESSURE TO BE COMPATIBLE WITH EQUIPMENT AUTO AUTOMATIC LAT i EAVING AIR TEMP - --{9'rJ SOLENOID VALVE --- - -® AD AREA DRAIN c0#01a � BASED ON: ROCKWELL 043 BDD BACKDRAFT DAMPER LB POUND -{� CB CATCH BASIN --- -__ ___ - - _ - --- __-- - - BI BACKWARD INCLINED LDB LEAVING DRY BULB MAI PRESSURE REDUCING VALVE -'-' - GWH=1 ASS_W�F.H�$ BLDG BUILDING LF LINEAR FEET ---Q M�-- AIR VENT (MANUAL/AUTOMATIC) -- - --0 _ - FS FLOOR SINK CFH INPUT — 'AMPS BSMT BASEMENT LFT LEAVING FLUID TEMPERATURE - - - � - --0 RD ROOF DRAIN _ v_ GALLON STORAGE (2 REMOTE TANKS) _-V, __-PH BTU BRITISH THERMAL UNIT LVG LEAVING RELIEF VALVESTRAINER __ ___0 OD OVERFLOW DRAIN ; GPH RECOVERY 0 100 F RISE BTUH BRITISH THERMAL UNITS PER HOUR LWB LEAVING WET BULB I __ _ DOWNSPOUT NOZZLE BASED Div: LOCHINVAR CFH CUBIC FEET PER HOUR LWT LEAVING WATER TEMPERATURE STRAINER W/ SLOWDOWN TD ---- _- - - - - - --- _ --�� TRENCH DRAIN CFM CUBIC FEET PER MINUTE MAX MAXIMUM GT-1 GREASE TRS - --- - ov DRAIN VALVE `i ,_ MH CFS CUBIC FEET PER SECOND MBH THOUSAND BTU PER HOUR i - MANHOLE (INVERTS IN OUT) _ CLG CEILING OR COOLING MECH MECHANICAL HB HOSE BiBB CONC CONCRETE MFR MANUFACTURER __ ___ wF1 BASED ON: - � WALL HYDRANT - --- ------ -- - - - -- CONN CONNECT(ION MIN MINIMUM i MV-1 MASTER MIXING VALVE CONT CONTINUE(CD�(UATION) MISC MISCELLANEOUS PRESSURE GAUGE I GPM FLOW RATE, WITH _ PSI LOSS - CL CENTERLINE MTD MOUNTED _-- PLUMBING PIPING __F INLET TEMPERATURE DDC DIRECT DIGITAL CONTROL NC NORMALLY CLOSED -- -- PRESSURE/TEMPERATURE TEST PLUG --_- __F OUTLET TEMPERATURE DEFL DEFLECTION NIC NOT IN CONTRACT W WASTE (ABOVE GRADE OR FLOOR) BASED ON: LEONARD DN DOWN NO NORMALLY OPEN -- ---- - - - W WASTE (BELOW GRADE OR FLOOR DP DEW POINT OAD OUTSIDE AIR DAMPER - --v _ ---- THERMOMETER ) RHWP-1 RECIRCULATING HOT WATER PUMP HP F - PW PW PUMPED WASTE (ABOVE GRADE OR FLOOR) 1 At? DWDI DOUBLE WIDTH DOUBLE INLET OC ON CENTER DISTANCE ---- FLOW SWITCH � 473 9 2 IN-LINE CENTRIFUGAL PUMP _--V, __PH DWG DRAWING OSA OUTSIDE AIR T —— - PW -- — — PW PUMPED WASTE (BELOW GRADE OR FLOOR) 2 ., ___ GPM 0 .--- FT HEAD __ FLA EA EXHAUST AIR PH PHASE -- -- TEMPERATURE TRANSMITTER - SD SD STORM DRAIN (ABOVE GRADE OR FLOOR) BASED ON: GRUNDFOS FAp EXHAUST AIR DAMPER PP POLYPROPYLENE (SUE) SHOCK ARRESTOR -- SD -- - SD STORM DRAIN (BELOW GRADE OR FLOOR) o ' - -- - --- RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER _ EAT ENTERING Alk TEMPERATURE P"II POUNDS PER SQUARE INCHv OD OD OVERFLOW DRAIN ABOVE GRADL JR FLOOR GPM ® _____ PSIG LOSS EDB ENTERING DRY BULy PV.; POLYVINYL CHLORIDE - --�-- -- VACUUM BREAKER ( ) E FIR BASED ON: FEBCO EFF EFFICIENCY PVS, PVC COATED STEEL - ---# OD OVERFLOW DRAIN (BELOW GRADE OR FLOOR) --- - WATER FLOW METER -- -'" OD -- -� _-_ -- - - EFT ENTERING FLUID TEMPERATURE R (Rc D) RADIUS (CONDENSATE/INDIRECT) rx s t2 31 �-1 SUMP PUMP _+ HP RPeP---- -_ D D DRAIN D - REDUCED PRESSURE BACKFLOW PREVENTER ELEC ELECTRIC(AL) RA RETURN AIR ooc� ----------- V VENT ___ GPM ® _- FT HEAD -- -C�---- - -- DETECTOR DOUBLE CHECK ASSEMBLY -- BASED ON: PACO ---V, _-PH ELEV ELEVATION RAD RETURN AIR DAMPER BW - - CW COLD WATER ENGR ENGINEER REV REVISION - -- BACKWATER VALVE EQ EQUAL RH RELATIVE HUMIDITY -- - - - UNDERGROUND GATE VALVE W/BOX -- HW HC" WATER f �pNNe7 EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE PN --- RHW RECIf;„iJLATING HOT WATER PLUMBING FIXTURE SCHEDULE ESP EXTERNAL STATIC PRESSURE SA SUPPLY AIR -� �- UNDERGROUND GATE W/POST INDICATOR TIN TW TEMPERED WATER ROUGH-IN SIZE - INCHES EWB ENTERING WET BULB SCFM STANDARD CUBIC FEET PER MINUTE OUTSIDE SCREW & YOKE --- HTW ---- HTW 140' HOT WATER ITEM DESCRIPTION W V CW HW NOTES EWT ENTERING WATER TEMPERATURE SD SMOKE DAMPER ----- RHTW ----- RHTW 140' RECIRCULATING HOT WATERa EX EXTRACTOR SECT SECTION WC-1 WATER CLOSET _ 4 2 11/2 FLOOR MOUNTED _ - - c ----- RTW ----- RTW RECIRCULATING TEMPERED WATER WC-2 WATER CLOSET 4" z" 11/2" - FLOOR MOUNTED, ADA EXIST EXISTING Sim SIMILAR E MISC . FITTINGS & SYMBOLS M B 0 LS - - _ ICW ICW INDUSTRIAL COLD WATER 3 U-1 _ URINAL 2" 11/2" 11/4' - WALL HUNG EXP EXPANSION SP STATIC PRESSURE DIRECTION OF FLOW G - G NATURAL GAS (LOW PRESSURE) 3 -- -- -- - -� - -- U-2 URINAL _ 2" 11/2 11/4' WALL HUNG, ADA _ F DEGREES FAHRENHEIT SPEC SPECIFICATION MPG - MPG NATURAL GAS (MEDIUM PRESSURE) Y, " " FC FORWARD CURVED SQ SQUARE ----- - ---- - DIRECTION OF SLOPE L-1 LAVATORY 2" 11/2 1/2 1/2 WALL HUNG, 20"x19", ADA FIG FIGURE SF SQUARE FOOT FEET) - NPW NPW NON-POTABLE WATER - - --- --- -� - PIPE SLEEVE S-1 SINK _ T 11/2" 3/i' 3/4" COUNTERTOP, 22%19'01/2% ADA _ FI LT FILTER SQ IN SQUARE INCH(ES) REDUCER- ---- GV ---- C'� GAS VENT S-2 SINK 2" 11/2" 3/4" 3/4" COUNTERTOP, CLASSROOM FLEX FLEXIBLE SS STAINLESS STEEL_ 33"x19"x61/2", ADA FPD FLUID PRESSURE DROP STL STEEL - ANCHOR - __ FPM FEET PER MINUTE STRUCT STRUCTUR(E)(AL) S-3 SINK 2" 11/2" 3/4" 3/4" COUNTERTOP, DOUBLE BOWL, �--� ELBOW (90') FPS FEET PER SECOND SWP SINGLE WALL PLENUM LENUM T 33"x19"61/27, ADA FT FEET/FOOT SWSL SINGLE WIDTH SINGLE INLET �--' ELBOW (45') S-4 SINK 2" 11/2" 1/2" 1/2" COUNTERTOP, 22"x19"01/2", ADA FTR FINNED TUBE RADIATOR TEMP TEMPERATURE TEE MS-1 MOP SINK3" 2" 3/4" 3/4" FLOOR CORNER MOUNTED FU FIXTURE UNIT TSP TOTAL STATIC PRESSURE CROSS MS-2 MOP SINK - 3" 2" 3/4" 3/4" WALL HUNG FUT FUTURE TYP TYPICAL z -- - - ------ FV FACE VELOCITY V VOLTS T T W DF-1 DRINKING FOUNTAIN 2" 11/2" 1/2" - DUAL HEIGHT,ADA GA GAGE/GAUGE VD VOLUME DAMPER -- PIPING CONNECTIONS WH-1 WALL HYDRANT - - 3/4" - BOX/FLUSH TYPE w/LOCKING COVER GAL GALLON VEL- VELOCITY W VACUUM BREAKER, NON-FREE"- GALV GALVANIZED VERT VERTICAL -- , JOINT OR COUPLING POINT - ---- --- -- - - --- -4�-------- UNION HB-1 HOSE BIBB - - 3/4" - LOCKING COVER, VACUUM BREAKER GLY GLYCOL VFD VARIABLE FREQUENCY DRIVE - --- 4 V 4 -- - - - GPH GALLONS PER HOUR VTR VENT THROUGH ROOF --��- - --- --- FLANGED CONNECTION Q M SB-1 CLOTHES WASHER 2" 11/2 3/4" 3/4" RECESSED, TOP SUPPLY GPM GALLONS PER MINUTE W WIDTH 3 CAP -� N in SUPPLY BOX H HEIGHT WG WATER GAUGE CL -� � g -- --- - -- -------- ------- -II PLUG OR BLIND FLANGE cn rn WS-1 WATER SUPPLY - - 1/2" - HORIZ HORIZONTAL WPD WATER PRESSURE DROP c RISER W N Z r HP HORSEPOWER W/ WITH p HTG HEATING W/0 WITHOUT ------0 ELBOW UP O p DRAIN SCHEDULE ELBOW DOWN ROUGH-IN SIZE - INCHES -- -- - TEE UP O � o = ITEM DESCRIPTION W NOTES PLUMBING DESIGN CRITERIA ( Oregon ) __--------a----- ---- TEE DOWN O =< FD-1 FLOOR DRAIN - - - - FINISH AREA DOMESTIC WATER PIPING SYSTEM F " __.____�_______-_ HORIZONTAL TEE U d � - - BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE APPENDIX A SIZING WATER FD-2 FLOOR DRAIN __ -_ - - MECHANICAL ROOM - ---- --�-- - FLEXIBLE CONNECTION CD )= SYSTEMS". PIPING SIZED ON 3 PSI/100 FT. DROP, NOT TO EXCEED 8 FT./SEC. VELOCITY. FLOOR SINK - _ _ _ HALF_ GRATE ---- -- BALL JOINS s c� FS-2 FLOOR SINK - - - - FULL GRATE WASTE AND VENT PIPING SYSTEM ----- -- MECHANICAL COUPLING C13 Z BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE, CHAPTER 7 "SANITARY DRAINAGE". z w C/3 ALL WASTE PIPING SIZED AT 1/4'/FT. UNLESS OTHERWISE NOTED. Q E=- :> 5 ROOF DRAINZSTORM DRAIN PIPING SYSTEMS FIRE PROTECTION SYMBOLS 5 H Q = LU BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE, CHAPTER 11 "STORM AND W 7 CD v< GROUNDWATER DRAINAGE." STORM DRAIN PIPING SIZED AT 1/4"/FT SLOPE UNLESS OTHERWISE F FIRE 'ROTECTION cM INDICATED ON DRAWINGS. -- SPR FIRE :SPRINKLER Q DP DRY FIPE SPRINKLER W �2 ,n NATURAL GAS SYSTEM -wsP---- WET STANDPIPE J ~ N BASIS OF DESIGN: m2 OREGON STATE MECHANICAL SPECIALTY CODE, APPENDIX C, W o "FUEL GAS" SECTION C402 PIPE SIZING. EQUIVALENT LENGTH OF PIPE: 1000 FT (MPG), 100 FT (G) DSP DRY STANDPIPE -[ FDC FIRE DEPARTMENT CONNECTION W FIRE PROTECTION DESIGN CRITERIA --fla so STANDPIPE OUTLE' cm UPRIGFT SPRINKLER HEAD IV FIRE PROTECTION SPRINKLER DESIGN CRITERIA CLASSIFIED AS ORDINARY HAZARD GROUP 2. SYSTEM TO BE HYDRAULICALLY CALCULATED. PENDANT SPRINKLER HEAD W SYSTEM TO BE WET PIPE EXCEPT FOR AREAS SUBJECT TO FREEZING WHERE DRY PIPE IS TO BE USED. SIDEWN.L SPRINKLER HEAD Q FLOW SWITCH I 6 S SUPERVISED SHUT-OFF VALVE 6 issue date: 05 AUGUST 2003 DPV DRY PIPE VALVE ASSEMBLY job number: 0321 revisions: �r y OF T; Approved.[ �vHWJJ Conditionally Approved..... X UNDO J For only the+mak as r1e5t nbF i p N tr 1 PERMIT N0 --4 L��. D03-) 8 See Letter to:Follow.. _ .......... ). Attach .... .......... . ): Job dress: _______ By ✓ la.Nd 1,�_ --- —Date: °ltS u3- �035v sui L/ NGoL�' 7 7 LEGENDS AND ABBREVIATIONS - PLIMRING 10350 SSV LINCOLN ST'REE'T' SITE& UNDERGROUND P1.N12003-00271, P1,M2003-00358 7 oft I the name: 3493P01 copy 0 Pom 1 U f� Cr.1 i so 80 70 80 50 40 30 20 10 8 0 �.rn� nen Inn ren n , �..._ ... i•r.ruii ...;re .n� i r��ti-4 {�L �ur.l JGCAA04L ....i vGCus+ ,,. ....1 #'T'�.`tkit,W.Mr P"•mrw'.'- _,,, ,. ..e? .. ..,� "M" tnRF+►anw.w•..en.Mnw,.•^w.,.w. ,�warnn._. .u+'.Yr+u..,vws ..•,r. .,.�... nw..,+.-- ._.__......_,..-....-.....ww'M•'.. _. , ., I !! !!1II!!!i!(IL�!4�tI!I�II!IZ!t�I��II!�I8!!IIITII!II!I! uLt!jIT�!!!I !I TI�III1I!!9!!I1ITI�!I!!I!I�►IL!II T�II�!�I�I!I}� III�9—! II I1I111 S!a I1!I�SI=I!II!TI121 ,orrrNOTICE: IF THE PRINT OR TYPE ON ANY II ItI! IIII I� ! 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I.E. _ -3.5'7770 Is-.3, a� 'UM SU r f I 1 / 1 " 1/ t I y pNNpl 11 _ 3 Fes; " - 2 W UP 11 � IFS-1 3 - 3/4'H & CW UP -_ __-._.. _ TO ISLAND SINK 6 3.1 " �IL _01 -- C 3"SD _ _-_.- _ -- 3" II 4 W UP O I.E. _ -3.5' --- J3" h " ( I 14 r_ ? ©3 SD FOR CONTINUATION I (300 SQ FT) I --- - UP TO CO. I I.E. _ -3.5' - 3 I I " _ � 2 W P ` 2"V UP (910 SQ; F?) `� SEE CIVIL DRAWINGS ' 3 " CTG I I UP L -J L _ C 'T SD -FOR CONTINUATION r 3/� H & CW UP I I ( �.- — -.._ ..... ____ -� I.E. = -3.5' cr SEE CIVIL DRAWINGS FOR CONTINUATION _4 I I I C rl r�1 G j ....__._..,_.-,.. - � ` — -- - CTG I -CTG - -1 (9 10 SO FT) I - --, 1 SEE CIVIL DRAWINGS ! --- -..._._ ____- r - ! - - --CC) 3"SD -- --mss--- - i FC- ( 10 Q ) < I 3" 1 I 3" 1 I.E 3 5' I' f R-) I'l 3"0 ! a ' --- - TG - j 9 S FT ; - (306-S FT) � y ��., ! l.,l I�~ I I r I ILS1 07- .. -; I I -1- 3 O N n 1 ; L.1.J r)y LU C 3"SD 4" I �. __ r i� i I ' N I.E. _ -3.5' I ' I =' ---r --.-.__.___ I' (300 SQ FT) j 11 3" 1 �I (_; .-� I! I ! 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I.E. - 3.5' 2"V UP -;, - = r I`_ ,.1 I FOR CONTINUATION (s 1 o sq FT) " � N I 2"1N UP --�� I ; SEE CIVIL DRAWINGS FOR CONTINUATION �4 _ SEE CIVIL DRAWINGS -4"SO UP 2"W UP -� I I 47 SD UP - - '�_"� - 4"CW UP " I - 6 _ ____ - _ __ �;.� �_ - { -- �3"� 4 W,UP 4 SD UP I + I 6 issue date: 05 AUGUST 2003 r (11(1 SQ FT) _ - job number , 0 v CTG - r. CTG CTS _2"V UPCTG .. r revisions: ©6"FIRE SERVICE ---�., , �, 4"SD 1. �, I I.E. -- -3.5' (2550 SO FT) 4 SD (3065 SO FT I II I.E. _ -3.5' _.. I 11 I DOMESTIC t (2490 SO FT) I III WATER SERVICE o`` �- FOR CONTINUATION FOR CONTINUATION J FO9 CONTINUATI0N I FOR CONTINUATION SCH 80 PVC FOR CONTINUATION SECTOR A SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS I'I' E CIVIL DRAWING - SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS 1, � � SECTOR A SECTOR B=SEE SHEET P2.08 SECTOR B - SEE SHEET P2.OB I.' 7 , UNDERGROUND - GENERAL NOTES: NOTES: SECTOR OR A - 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT 0/ CI HUB UP 12" ABOVE GRADE. CONNECT TO NEW DOWNSPOUT. PI I MARI�I(; FLOOR PENETRATIONS AND FIXTURE LOCATIONS. DOWNSPOUT NOT IN MECHANICAL. SEE DETAIL 1/P5.1 10350 S�� 1AN(�OI N STRFF F SITE & UNDER(.1401 til) P1112003-00271, P1.112003-00358 N 41111 �� FLOOR SINK LESS TRAP. B — C file name: 349:3P7.OA N N UNDERGROUND PLAN - SECTOR A - PLUMBING ,'` &P270 ` KEYPLAN P'� ?/8" 1'-0" - - - - -- -- - NOT TO SCALE A P2w0A 90 80 10 60 50 40 30 20 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY III III III IIIIIII III I l i 1 1 l l 11 III I I III I I III I I l III III 1 11 I I III III III IV III III III III III I I I I�I I I I III Ili i l III III III III III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11L_ I I "I_ I--- I I I I=L-I I I � I I- I I .__ I oL. .I I_I 1� I_ �U1 I ---1 l I I �� Ja I IT IS DUE TO THE QUALITY OF THE No ae ORIGINAL DOCUMENT 1 j I IIIIIIIIII VI II IIIIIIIII�IIII����(III V III (III(III (III IIII��►IIIIIII IIIA ►II I�►�� II�III�I�II► ►�II�I�I�III�II��I 1�1�1�11�I�I�VIII IIIA�III�III�VIII �I I�III►I►I��I►III�II�lil IIIII�III��III��lll�llll lll�►ill►I�IIi Will1llLLllllWlllllllllllll►11�1��IIII1171—1 A 90 80 70 60 50 40 30 20 10 N c'n � CO rn c Z O v � N 1 N O F c� u c� G u� _z F-- O I1 O 2 -- lL C=) Q Q ~ N W li c/) Q Ln C14 .QFNI,RA.L NOTES: 1 L ' 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT SECTOR A - SEE SHEET P2.0A 1I FLOOR PENETRATIONS AND FIXTURE LOCATIONS, SECTOR A - SEE SHEET P2.3A 1 FOR CONTINUATION •.,1 FOR CONTINUATION �� I I�I SECTOR B Q SEE CIVIL DRAWINGS _A) SEE CIVIL DRAWINGS II 1� 4 SD- ©4 SD- - (1300 SQ FT) I.E. 3.5' (2345 SQ FT) } - CTG 3"(D __ -� 1 I 1 _�,_ 4"SD UP V'SD UP J �� 7 (2175 SQ FT)` II' �f ' I 2 � 473 i 2"w UP I I I ,n I ' 'I I �I,p 8 NOTES: oascoN CI HUB UP 17' ABOVE GRADE. CONNECT TO NEW DOWNSPOUT. a ` DOWNSPOUT NOT IN MECHANICAL. SEE DETAIL 1/P5.1. �F E FIREg�� 1 3,� I ocr'ecs 12-ii-43 4 SD UP (2400 SQ. FT.) FS' ek'� I II ---__ �''+ _.._._. I FOR CONTINUATION Lp� a� f •`" `-- � .j h t rf I 3-W F� SEE CIVIL DRAWINGS e o �N^1 2.V U P / J Al 9 2"W UP ' 3115 SQ FT) �` - - 4„W UP I 4"W UPI I /� f ' tom 3 2"W UP I 2"V UP 1 2"W UP, _ I _ + P - 3 -�- -__. .-•�._..__ I 2"w U � I 1 -CTG - - „ I'f J I 6` 4"W UP 3.. (290 SQ. 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II j I II cc Q W S SD C4 I j (� 1.E. _ -3.5' _ _—_ . _ (373 SQ FT) ---- W +� C� CONTINUATION � � Z SEE CIVIL DRAWINGS z +-u t LJ I c—, �/v c_ V Q 3 SD UP 4 SD UP — ? 5 < W 1 _ _ cil Wc � i CTG I LJJ Q cn CL ,� o UJ o m II C 3"SD � 4"SD �, � r I.E. - -3.5' 1.E. - -3.5' L1J (650 SQ FT) (2150 SQ FT) m UI / w N FOR CONTINUATION FOR CONTINUATION � � � � Y�I SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS jG I I 6 I i j 6 issue date: 05 AUGUST 2003 job number: 0321 I revisions: 1 7 ,q 7 UNDERGROUND - SECTOR B - P1 I :nARINIr_ 10350 SNY 1ANC01.N S 1 11FF F SITE & 1_INUERGROt ND P1,N12003-011271, P1,�12003-00358 9 of]I R �` file name: 3493P20B UNDERGROUND PLAN - SECTOR B - PLUMBING N 2 K_E_YPLA_ N �P2.0B 1/8" – 1' 0" t2.UB) NOT TO SCALEP2mOB --------- — ----- -- _ 90 80 70 60 50 40 30 20 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY 1Tr III III I I I III 11! III I I I t I I III I I. I 111 1 1 1 1 1 f l f�1 1I1 1 I 1 1 I I I I'l I I I I 1 1 1 1 1 1 i I I 1 1 I 1 1 1 III 1 1 1 1 1 1 III III III III III III IIII III I I V I I I III III 111 11 11 1 11 1 1 1 1 11 I I T C IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I _I I. I I I II I I �1I l IL_ I I 161 I I I I I I S!- I I I�I--I ��� I I � I I ��l J I SOU 5 IT IS DUE TO THE QUALITY OF THENo 36 ORIGINAL DOCUMENT g gg g ,z I g iL g g TL �L eTt Bt L[ 9T 4t 6t St Gt TT I 71�11[i 811 IIIIIIII 11111111 III11111 IIII111I IIIIIIII I1�11IIIIIIIIIIIIIIIiIIIIII 11111111 IIIII�Ii IIII IIII IIII IIII IIII IIII IIIIIIII, IIIIIIIII Illtlllll a 1�1111>lulllullullul�il11ll1 11�uLllllll!NII� 90 6t1 70 00 50 40 30 20 10 0 C'4M a (' OO 2 t w N 7 [= N M O I � tt7 LAJ C-1 i I a _ ` V) FOR CONTINUATION - l SEE CIVIL ORAKINGS r `F'�'� �21) a ! FOR co ;IINUATIO�J � ( 5 !16 (17) �?j (19 � T SEE CiVIL DRAWINGS ! C `" cr N I I I ,--�� 6'SDI I �-� C 4"SD o /( Ln I.E. = -3.5' 1 1/` I.E. = -3.5' I (3750 SQ FT)I t � (3450 SQ FT) 51 ; � CTO FOR CONTINUATION ! GENERAL NOTES: F E CIVIL DRAWINGS '_-- r __ .__ _ l CTG - — i- - �_ — _ - I 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT 1, C 4"SD - - - - —; —..,; H\ Fl-OOR PENETRATIONS AND FIXTURE LOCA1tONS. ,, -_ — — — _ -3.5' ' 6"SD UP 4"SD UP I I- FOR CONTINUATION1 SFE CIVIL DRAWINGS (2900 SQ FT) C 4"SO_ _ = LTG I.E. 3.5' - - I � -- �. (110 SQ FT) __ ----T- - --- -_ - --{ J` cic! s. room classrrlt�� r s � ria , . room I I. i I ! '�' � 2"W UP I 47SD UP g I I II CTGPR - — ---- -- i classroo IN, sr� 2 i II I I I I `y` I I II FOR CONTINUATION w I I I SEE CIVIL DRAWINGS , 4'r3 i• I I w �1P 1► ' I I ( �� TSD - o - 2"W UP I ,- 2"W UP I 2"W UP _ _ - -- 3" 2"W UP I.E. _ -3.5' �� CI HUB UP 12" ABOVE GRADE, CONNECT TO NEW DOWNSPOUT. 23•NOTES �`��� w� - _ _ I . _ _.._....... .. __ __._.__ _ ( I I DOWNSPOUT NOT IN MECHANICAL. SEE DETAIL 1/P5.1. � � I — htf __--- _.. � ._ FIR --- _ - _ 8 SQ FT I 2"W UP � r�' � I� � _� M , 2"W P II 2"W UP - --i -J i rx�s ,z-31-03 F 7 CTG 1.3 i - -- 2'W UP 2'W UP + - �_ - ^1 3"SD UP �NN0 y{ tl Vraa classroom I I (11a sroorr � I on C N N 2"W UP I °'�Q�� 1 l jIL 2"V JP UP J I 31, _ - 31. -�"W STV P, r , " !l - � - 3 _ i 3"W up I N I 4»I) 14'W fJP` 3 II �� IC� s.�-. r t�l 1 3 mqr 7'W UP- 2"V IJP- Jr' L� I " 3 2"V UP I UP -� 13„ _ L--- !`\ ! li '-�4" 1P' 4�W UP- I I( 2"W UP " _ -. _.. �.___ i._ -- 4 VIL - _ -� V _ V `` _ - �- I'm 39 _ C IN (FU = 360) ..� � 4 - UP "2"W UP 'W 4' _�" L_ � " - 4"W UP 2" UP I _ 47- _ Uf��`4 1 4 W U TO,�IC CTG I.E. = 185.25' UP - — 4""F -L 4! 4" �WP 6" 4"W � 4" i I_ 4" I I SEE CIVIL DRAWINGS - -2"V �� _ _ L- J FOR CONTINUATION L -1 I jl i ' I I -�' I W " I I 4»W„U I -!T I i� T\t z -- - _ I I --2"W UP I - - I - 2 W UP IIJU �' 4. 12"W UP I 3" I 3 �.. _ �__.> assrt - I (rw r�y�, I - w a I ,� — �., I I a -- — y �— 2"V UP _. r— cssroom ' '? 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SEE CIVIL DRAWINGS 6 C 6"SD ! �� 4"SD t issue date: 05 AUGUST 2003 I.E. _ -3.5' I I.E. _ -3.5' ' (3750 SQ FT) I (3450 SQ FT) job number: 0321 \-_, I revisions: FOR CONTINUATION FOR CONTINUATION SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS i I 't 7 q UNDERGROUND - �– SECTOR C - PLUMBING 10351)S%V I,1NCO1,N S'T'REET ' SFFE& UNDERGROUND PI.M2003-00271, P1,M2003-00358 10ol'11 B c file name: 3493P20C N N UNDERGROUND PLAN - ,ECTOR C - PLUMBING 'f 2 KEYPLAN 2'0C 1/g„ = i'-0'' P2.Or NOT TO SCALE ---- ----- ------ - P200C 90 60 70 60 s0 40 30 20 10 u, w uJ49jw S4yiPiUu.dwa x.J120kMLF u.�Sti5.tF1,%.i48,i11,Z3493FliU kubinK jXLLbbiLi1 X1;8825C.pc� XL:,88 5F.cibl 1 r I I I I I I I I I I I I I t I I I 1 .i�P­1�111[1`JTJT�111 MON NOTICE: IF THE PRINT �R TYPE ON ANY I I I I I ! ! 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BEND & FIRES SUB-SOIL DRAIN EXPIM 12-st- T 7 BtIN/1 0 Y'�'0011 DOWNSPOUT CONNECTION P5.1 SCALE: NONE ° 6 I 3 I 3 m � j f W 2 W 4 4 M N M M cn LU N O p w Z L C1 .J W Z v O = C) z = o Q W z F_ v' z z W � Q co LU 5 5 z = CD CD cW � rn Y C/3 LO J n W ~ No m W C'7 N LU 6 issue date: 05 AUGUST 2003 6 job number: 0321 revisions: 7 DIAGRAMS - 7 PLUMBING 10350 SNN I.INC'OI.N S fREE F SITE & UNDERGROUND PLN12003-1111271, I'1.N12003-1111358 11 ufl I file name: 3493M62 P5ml 90 80 70 60 50 40 30 10 NOTI MAGES NOT ASRINEAR AS THIS NOTICE, -1 �—"' I 41 61 �� � _a1 :__ _�b�- �_._� V C�/►'L 3 IF THE PT OR TYPE ON ANY �DO S IT IS DUE TO THE QUALITY OF THE. _ 36 � -- ORIGINAL DOCUMENT d6� L 8L LL 9L 9Z 6Z S L IL 1; er 9i �� iiill��ii�i�i�iui �i��1����l�ii� ►iii ���i�iiii�iii�iu iii ii�i!iiii��ii ilii i�iilii�iiliiii ilii iiiiTiiliit��iiiiiiiiiii�iiii 30X� ilio uulll�i.l�l�iuilu� � �iu�uulllill�il