Loading...
Plans OFFICE COPv munisamo AdO3 3OIthO a NOTES OD ` 1. AU.SANITARY PIPING SHALL BE PVC 3034 OR APPROVED 00.• / ^ \\ EOUALUNLESSNOTIDOTHERWISE. I /\i \ 2. THISPLAN ISGENERALLY DIACRAMMATC IT DOES NOT �v SHOW EVERY JONT,BEND. FITTING,OR ACCESSORY .a /0 REQUIRED FOR CONSTRUCTOR. y/ �R \_\ \ ' - 3. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH C NI'P r `\ _ \ UPC CHAPTER SEVEN.SECTION 707 AND SECTOR 719. / CITY OF TIGARD R : `+^ A II THIS PLAN MAY NOT SNOW ALL REWIRED CLEAN OUTS. / V \ \ \ 4. DOMESTIC WATER AND FIRE LINES AND ACCESSORIES �� \\ REVIEWED FOR CODE COMPLIANCE BETWEEN THE WATER METER AND THE BUILDING SHALL BE / - f \� INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A f/ f LICENSED PLUMBING CONTRACTOR. �% \ J� SD MH-O7 Approved:'-{,) nhroYed:'- 1 I - 5. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE P 7 �Y�e / >/I �,\ \ GRIM-143.69 ICY N CONSTRUCTED Of MATERIALS APPROVED FOR INTERIOR 1{If-B'SD�' 'E•137.32 \ E 1B•IN=133.91 (NE)(EXISTING) �+ USE AS DESCRIBED IN 1W CURRENT EDITION OF THE UPC. / -\/ 5=0.50% \,4_ \ 6 LL- 6'� IE 12"IN•134.11 (SE) OTC:Ci ` ] 6. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE 1- IE-.I3.� 7_ ' IE 18•OUT-133.91 (SW)(EXISTING) {;; OF TIGARL 5=0.95x FLEXIBLE CONNECTION NO CLOSER THAN 12"AND NO ! r %f` �\. �r ^\ Permit #: ^ FARTHER THAN 36'CONNECTION FROM THE MANHOLE. BU LEING DIVISI, � ��� , _ OV 1�RR� 7. CONTRACTOR TO VERIFY SANITARY AND WATER SIZING / SD CB-01, / 60 LF-H"SD .�Pw AND INVERTS WITH APPROVED PLUMBING PLANS PRIOR TO RIM=143.5 ." \\14, • 5=0.50% Address: G 1A.� ORDERING MATERIALS OR BEGINNING CONSTRUCTOR OF E e'OUT•142t3(SE) S \4.' 12 _�2• ..yy{A �` �� �PP�� 1 �+�'»CS SAID UTILITIES r •93 LF-8'S0 / e 5•43X . ♦ ` E5•d50% \\\\ Suite #: LABEL LEGEND / 5=0.50% / ' `;\-`!� \� \ S�•2096%6•� \\ By: -st:4---- Date: cog g-$•1 // / ` \ PPE LABELS a 9. / ,.. _ SD FCMH-01 - • f MLItt LENGTH I - - / • ♦ `• =GB3� \� 4 fr \\ *I LF %H•.. RIM=144.42 I �U791TY SIZE \ \ E 12'PN•13448(6E) , IE 6'WT=141.68(NE)/ �';. N. '4""\ \ IE 12'OTT=134,{9(NW) / • n ., v A VXXLF- XX"XX-UTILITY TYPE / 37 LF-8'SD / /38 LF- 6'SD \� 17 IF-12'SD S=O.60X 5=0.95% • 4^" S•0.501F ALL STORM IMPROVEMENTS ARE PRIVATE AND ARE aL JR y \� SUBJECT TO PRIVATE STORMWATER FACILITIES S.X.Xt(x SLOPE(WHERE APPLICABLE) Iilh�Raw 4oppiIE=137.85- du \' \ \ NM-144.D1 / \ MAINTENANCE AGREEMENT WITH THE CITY. STRUCTURE LABELS ENGINEERING r g IE 6' IN=141.71 (NW) E=13S47 SS O CRO. NG -- ���� d =• ♦ E 136.71 SD O CROSSING UTILITY TYPE(FP-FIRE PROTECTION,S.SANITARY, _�� IE 8•WT=141.]1 (SE) SD O CROSSING IE•134.57 N 50 SFT4G.5 ) r ! -4\ 4 IF- 8•SD SD=STORM DRAINAGE, W=WATER) RIM=t40.5 SS O CROSSING IE=13& / / / .�% =138.88 5.0.80% STRIUCTURE TYPE(SEE BELOW) IE 8• OUT=138.03(SE)/ 7� // 48'DETENTONIE=134.57 ��,• 6 IS-B'SD \ \ I- 48"MANIFODIE-134.5E �j', • \ \ ///y/ / / / / 48'DETENTION IE=134.58 A�� ♦/ \ 36.84"N'� ♦\\ XX XX-XX-S NUMBER(WHERE APPLICABLE) / / ' / i • 4LH-01 INLET PIPE IEr136.88 r FC= \\ RIM.%X:X%-STRUCTURE INFO(WHERE APPLICABLE) 4 LF- 8'SD / \ AIM•144.88 _��`I•I 8 LF-8'SD s•osox/ / / IE 8 N=138.93(STY- / / .®/✓ � s=G.BG% \\ STRUCTURE TYPES / // / // / IE 8.OUT=136.63(NE) ►J / / I E=134.59 48'DETENTION \ \ / // / // / �`� � / ' / E=1 59 INLET PIPE \ DEL OFSRIPTON / /// / ,/r /\e 9 LF- 8'SD �'� 9 LF- 8'�P - /I \.E- .86 \\\ BF 1 1/2'BACXFLOW PER DETAIL 532/R4.4 0 // / / / `,� / S•0.50% f' ®i--" 5=O.SOx / A' 4H• DETENTION \ \ /' // / / / y 4 / 36 LF- e•Sp `� \`v / E�34♦6,B�INLET PIPE \ \\ CB CATCH BASIN PER DETAIL S/CA2 // / / , S/0 WOMFF-O0l S�' ` / /I� I TE=134.6818'DETENTION \\\\ FBF FlRE IAIE BACKFLOW PER DETAIL 533/R4.4M• / /// // RIM•14469 J� � ., 4w\B�// E=134,68MNLET PIPE \\\ FCMH FLOW CONTROL MANHOLE PER DETAIL 1/R4.0 f(/ \/ / / / SUMP=135.88 ' 37 LF-8'97 , d �/ J! / 40; \\ \\ FOC FIRE DEPARTMENT CYONNECTION PER DETAIL 3/C.4.2 \/ // /// IE 6' IN.141.32 (W) . I/ 5=3.00% 4. �. // \B/// \ \ \\\ '/ ������111111 FH F RE HYDRANT PER DETAIL 542 44 i \ OD �/ / // / IE 6'IN•139.18(S 34 LF 8' P � �' I /i../ / \\\ FV FlRE VAULT PER DETAIL 2/C42/ IE 8'OUT=138.98(NE) 5=0.50% `\� / A / y. \N. IBF IRRIGATION BACKFLOW�� '/ / SD RD ,�� 35 tF- 8"SD / / \ \ \ PORT aN mPo AK Runt ST/ ^./.` ♦ / / IE•143.20 099% // \ k. \ \ MH 48'STANDARD MANHOLE PER DETAIL 4/R4.0 TORTLARD, ORtTON OUST r �/ •��_y4. SD CB-02 C /' / / \\ 11• \\\ RD ROOF GRAIN CONNECTION rn, OOa.OaO.taTe /= / / / \ SFCB SINGLE FILTERRUFIL CATCH BASIN PER DETAILS ON R4.1 R R R,c e e u c.c o R RIM=14433 ,`•y *e A/ SD CB-03 \\ tAR, ea a.aeR.uTo / ♦ / C IE e' WT=142.HB(5) '\`` 4'/ I •'IM=i OJT- \\\ SFMH 48' TRMFN:TER MANHOLE PER DETAIL/R41 /%� ♦ / '-` ` / // E 6'OUT•142.34(SW) ♦\\ MA 1'WATER METER PER DETAIL 520/R4.4 /� ,� / Ce 25 LF- e'SD \ �>.r� \\ \\\ VA7NH WATER QUALITY MANHOLE PER CWS STANDARD /j - / ` 5=0.50% SD RD //�!.17�LFbx 6'SD \ \\ / \ ` / S`G .. IE•135.044B"DETENTION DETAIL 250 AND 260 ON SHEET R4.0 / + E•143.20 !/ \♦ 75 LF-e'SD `� St RD �/ 52 IF-8'�P \\ IE•135.0448"MANIFOLD \ 5=0.50% • IE=143,20 1 \� S•0.99% / `� \ \ \_ CI \ �4a 35 IF- 6'SD \'!N. 1 7. /,./�// \ 1 SANITARY SEVER LINE -55 ss- `♦ , '.4 S•0.99% �4 \ 28 is._ F 8-+A /A / '/ S•18.34% / \\ ; `'.\ WATER LINE -W-W-W- PC \\ FF=145.70• • S•2.77x �\.:.\ �', �f ;♦ \\ p\ / /..... FIRE TINE -FP-FP-FP-FP- r /\ 38'RISER FOR FDC UNE Q W' ` 83 LF- 6'SD A : MAINTENANCE /`\� T / -FDC -FDC -FDC ''Rw� W \ 5=0.50% '' ACCESS(TYP) I\\ / 4 STORM UNE V L.� ¢ `\ SD SFCB-03 • �. / - II \ P' N SD RD RIM•144,97 \• " IE=143.20 IE B'IN•141.67(NW) , l/ \\ f /° F Z \ + �+ IE B•WT=141.87(SE) //\/\ �¢� W S,� \♦ 37 LF=6'SD J/ N0 >..,V,•f A/ Ng/ U O 0 �' s 30% ��� o �{� , 0 STORM NOTES 1- 0 m O III/ '/ IE=t3 20 /,' \ '+1 / 1 PIPING TO BE INSTALLED WI7N APPR INSTALL 600 LF OF 48'DETENTION PDXIMATEIPING �YE0.3%OF TON Z 4 W • / CC ? \ �/ �iy'�/ SLOPE PER DETAILS/R4.5 U {./ a - / / 2 CONNECT TO EXISTING 18'STORM UNE w Q P 0 ' ', • 1+7 ' / VALIDITY OF PERMIT Z o E / CI: THE ISSUANCE OF A PERMIT 0 • / / BASED ON CONSTRUCTION �; ,7 / � DAOTA SHANL NOT PREVENT ' i I �y TS AND OTHER ` 7 / THE COI FFICIAL FROM I cur REQUIRIN' CORRECTION p `'� /�" .� OF ER* •' . OSSC105.4 T l . , • 4 G/IAPNC SCALE ONSITE STORMWATER {FF / • . 4- 4/ / ,�;. 4/ a PUN i JOB NO.190142.01 04/08/2021 - PERMIT RESUBMITTAL e MAIN ra