Loading...
Plans -- !I 9-► \ ce • F i �rr1T�,1 E%ISTING AREA DRAIN .r ° RIM: 322.88 i LOT 3 I •/ 1 ��c. 11 LOT I 1 I' I BA4IU 1 • �- ,.REAWN I IfV _. rlLOT 2 �If ° I Z9�_ �- 1 11 - o u�---i -- ---- TRACT "A" iil SEE SHEET CII cnom cc __, 72 . SD 4x - v -� 1 _ _A ,` ` -- " • 1 FOR WAT I • I ; I • € ® FACILITY I .,I. O 141 ^� �I SW VIEW TERRACE L ) H NH Rs -- __ - - - - EATs1mo EDGE _ _ Q] IN.O LF u"PVC -- -.- CJ°F PAVEMENT I '---- --- Q- _ 51.. � © w:I, 7104 /6 Q I W SD' 8-SAN -_ Fl ... �® 3507 u- I r r� ..� t CS I • --� ;I: • = �;�...Wwors _ pvc rn i ZO 00 O - -- W ACf© ` y U1 O W II `` 'VIE'�y TERR : 6- AT II 1� I p; ig: I a I _ ®.I , ter >sr �SAN I Q o 411` LOT 4 -�.`_ 1 \ I --- C, fk al 7 1 NORTH I I LOT 5 I --1 - - n.tz - _ I I I i. I . (/) ,QLi 0 10 2u 30 .o I LOT 6 8:... 1 © ao: I :. Q E"4 ° I LOT 7 I ,mow.•,-�++.r��rww.. .....'�_�'�3� _ a I- I 1, .STORM PLAN I I 1300 SCALE: 1"=20' I I' I t� v�298fi�r.^,a..a ��.rr. 298 296Es .a,,14....•SILL. 266 QNOTE: 294 ur: T.. 294 EACH LOT SHALL PROVIDE FOR 292=, • ,-i�292 �� ON-SITE STORM WATER QUALITY 290 �•"� �� �� 26o CATCH BASIN SCHEDULE TREATMENT OF STORM WATER FROM zlla�' -�tr --= zee BUILDING ROOF AREAS. EXACT 2B6• --=•- ==,�zes CS METHOD OF TREATMENT TO BE CB 02---"X= 4 284 1 CUTTER IE IN IE W7 SUMP INLET LEAD PIPE LENGTH SLOPE STA o`� DETERMINED AT TIME OF BUILDING 26z ,,.��; •m.>•�282 1 287.86 zasn wNEW T PERMIT FOR EACH INDIVIDUAL LOT. 28D�� s,1 280 2 287.86 N/A 28&72 284.23 10-PVC 36.7°• 2.00>< D.36.9D(13.98'RT) SW VIEW TERRACE 278��.0 n" '278 284.72 10'PVC C900 24.61' 2.008 T) TERRACE 3 P+36.80(13.98'L SW MEW 276 276 290.17 N/A 2Tw83 2E13.33 10"PVC C900 36.15' 2.00%5 11+14.89(22'L SW 97th AVE 0+00 0+25 0+50 4 313.24 3f0.00 307.37 305,87 10-PVC » 5 313.24 307.4/ 9.00' 2008 3+56.16 (12'RI) SW MEW TERRACE CATCH BASIN PIPE PROFILE 307'41 3o5W ° PYc 11.Dn 2oai 3+56.16(12'LT) SW MEW TERRACE a4 6 285.H 283.�.285.44.284.Op 28388 28216 12'PVC SEE PLAN SEE PLAN SEE PLAN SGI F VER2: 1_ 1 0' SEE PLAN STORM SEWER NOTES: �"` ' 10 NOIE: R M ELEVATION OF CATCH BASH TO BE I-1/Y LOWER THAN GUTTER ELEV OF CURB.ALL CATCH BASINS SHALL BE CG-2 INLET WNTH SUMP PER CLEAN WATER SERVICES STANDARD DETAIL NO 300. EI 1. CONTRACTOR TO REMOVE EXISTING INLET AND REPLACE 1M1H NEW CG-2 INLET SEE CATCH BASIN SCIEDULE FOR ELEVATIONS. 2. CONTRACTOR SHALL REMOVE EXISTING STORM Iy PUBLIC FACILITIES.LINES&C TS FOR INSTALLATION OF NEW 32{- _ 1y 322 322 �&P-SWALCON CONTRACTOR o+�SHALL CONSTTA RUCT OLJC 3t8 a-' ��-����-_��� 324 �"s '., PER THE CROSS SECTION SHOWN ON SHEET C9. 316 � ---- i -- 320 F+•1 4. THE CONTRACTOR SHAM CONSTRUCT A PUBLIC 314 ��� 318 B10-SWAIE FROM 5TA p+47.31 TO STA 1+03.J1 312 ___ �- �����1� 3/6 [� PER THE CROSS SECTION SHOWN ON SHEET C9. 310''� 314 5. REMOVE EXISTING STORM LINE FOR INSTALLATION 3�=� '�� =��--•�-�- 312 _ OF NEW PUBLIC FACILITIES 312 304�� ��r�: nn��,��. �� _�imri�• a ��.� a-�� 308 6. REMOVE EXISTING INLET STRUCTURE '.�a...��_ . '�•��� 1' 01 mim 7. INSTALL STANDARD STORM CLEANOUT AND �u� .�-�-��� .�rl . 1=.1��` 30� / CONNECT TO EXISTING 1"DRAINAGE PIPE. INVERT 291 �.y'-=. ! = �� "........;,,,'� ==s 302 - �,�- A ELEVATION OF EX. {-PPE IS 314.01. SET RN OF :=- �`- _ v� �.-_-=��y " .• a.m�m�- �° ;. CLEANOUT FLUSH WITH SURROUNDING GROUND. 294- �' INSTALL 9.8 LF 10-PVC PIPE FROM CLEANOUT TO "` -�r- r�� ,o- "w_ -' 1 BACK OF CBa AT SLOPE-66.75 ��L `-r,'.��� n..����1.��� i`s.w, w;w'es. � '(giHlR 8. CONNECT EXISTING 6-DRAINAGE PIPE TO NEW 10- 28B_O�_•a r'•___� - _fit r -�•' ��� - • 292 � v PVC STORM LINE WITH APPROVED WYE CONNECTIONS _� _• �""" SIGNED ' 266�uau.v .. �a s .�i . ��._ ���� INVERT ELEVATION OF EXISTING 6"DRAINAGE PIPE 2284= -ter r�.-►i..X.a••••r ��W � -�I �r� -_ 256 280 ����u. ini-�x'rw's. �r�irari� - r�� '286 REVISIONS DATE 9. CONNECT EXISTING 6.ORMNAGE PIPE TO NEWive �r�� �0+ ..,r� �-•�•r �� _ _ CONNECT BASIN.TO NEW CG-2 IS 314.01. �� �.� �s A'e ..r.,' >•I.I-l�I�. ��, - CATCH CATCH BASH LATERu 1M1H APPROVED WYE 276 ..�i_u,r=,'^t ;=-... r. . c.. r_-i-■�E "' 278 SILL: (S):9 256.46 CONNECTIONS.ATCHBASIN INVERT ELEVATION OF EXISTING 6" 276 �.^.>. ' ,�M -.rr.v 280 E IN(5); 285.42 DRAINAGE PIPE IS 313.52. 3+50 3+00 `��••r...�� '•�r i+�>.7„. n'- - 1+00 50 278 IE IN(S); 283/66 NEW 283.74 278 IE W(•N)( 68}09 NEW 283,72 DATE: 12-22-2015 10.CONNECT EXISTING l2,DRMNApE PIPE TO NEW .. . p+.� IE OUT N): 28366 283,73 .STORM SEWER LINE A PROFIE D 00 SUMP. 282.16 CATCH BASIN. INSTALL PIPE&FlTnELE AS NECESSARY DESIGNED BY: JA$ TO MAKE DIE CONNECTION. INVERT ELEVATION OF SCALE: HOR2: 1--2D' EXISTING 12-DRAINAGE PIPE IS 31250. VERT: 1'a10• 11.IE AT PIPE OUTFALL-285.00. SEE STORM WATER CHECKED BT: JAS FACIUTY DETAIL ON SHEET C11. PROJECT 0 YPM001 SHEET C 1 0 ADAIR HQMES RECEIVED s,. A.,. AUG 3 12020 OF TIGARD PLOT PLAN PLANNITY NG/ENGINERNG Customer Name(a) Richard,Faaolaola,&Madbu Sharma — S o 3_ci 2.1 - 2_$4 1 Property Location 9794 SW View Terrace Tigard,OR 97224 — A1)u'. q i e to Stu el ew 'few ace e T%rw`( I elk crl zav Legal Description Township 2S Range 1W Section 11 Tax Lot 4 County Washington State OR The information on this Plan has been provided and reviewed by the property owner who by signing below:1)Acknowledges and Accepts full,responsibility for its accuracy and completeness:2)Is responsible to ensure that the improvements to the site take place in conformance with this plan:3)Will establish all the corner irons,lot lines and code required setbacks required of this property, any change(s)to this plan must be pre-approved by the governmental agencies with jurisdiction,the mortgage lender,the c"bntractor and documented. signature ✓L Date ;? j 11 f I Signature '' �)�/V Date rp, 20/df 9 Elev, %zo' %0' " •-,e , I'.` - -- -- — - — — — .— y- 1- r, \� T2EE i v 3Rz \ ; s . • 9 / ' n SCALE : 1 f I = 20 /� I 37 5-3 1 �`t 1 E2o51oN / 1 \ 1 I CdNCfZ6L ^ 1 \\ 1 FEnlcg. A,� ry 1 I i 1 1 Il pA'C I O I 1 cafEk 1� , \ 1 ' l 1 ' 114 --i— i fi4 � 1 I 4 . l F, F. EI evak4'amn-Apbx. 31?' .; 1 . 9 - � $32 SrF yI M I 2836 si �9v._ III cl I-kdvake 1 l rt `I' r — Im 77gc. , .FN 2ax2e ' l I GA vole �z I ra d .\'1 I i 3 I S- ' Po%cit 31b1 1 LAI . 1 312 3' l ' l''- I I. 1 i'', • • z3, % ZOk v fO I i i 1ilk 301 —, ,� f — I El ev. 31 S ' / Cfol.NNT NN\ N .S‘VelwALY, $,O r PLANTEQ S-wk? SW WEvJ TE R-zAcE MC-Y,II to avplea. APPROVED samuelc,16:09:23,09/0112020