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HomeMy WebLinkAboutTippett Place / 1 if _______ __________ _I / . ! • , u. WA) /✓,y ------------- IMI,644 . .---------- --------.'Z \ --------- ---- ---: 7-459C7' fir . -- . ........„---- //41) � I Y NOTES: H �. � 1 . MINIM LOT SIZE SHALL BE 7,000 4 � SQ. FT.— PRESENT ZONE R-7. ��41 ______---- T::: 2. ALA LOTS SHALL DRAM; INTO THE STREET ° lJ�f �V?�U✓RE FRACTTCABLE. ALL STORM N ,.._ __________ __ S.wr..+.i�rc�, sr �r ;C DRAINAGE FACILITIES SHALL DRAIN INTO fr "� THE NATURAL DRAINAGE COURSE THROUGH T?iE WESTERLY PORTION' Off' THE' TRACT. .. 3. ALL LOT LINES SHALL RAVE A FIB \\\___ i • f �' —r 1 ' FOOT EASE 1E NT FOR DRAINAGE AND � � \ \ , _ _ _ — UTILITIES. k• . .-' ,/ { �, k. EXISTING USE OF THE TRACT IS �f \ RESIDENTIAL, PROPOSED USE IS SINGLE f FAMTLY RFSIDEi�TTIAL, \ „ ,,�. �� J e 5. SUPPLIED BY THE 4.a i TIGARD . ��' r j f'� • 5 1 1 WATEP S�'p DISTRICT INSTALLATION ••� ' ' ^ OF THE SYSTEM SHALL BE TO DISTRICT • .!", W , ,.-----• \ y r ' r 6, SANITARY SEWAGE WILL BE COLLECTED •'d ' ,'"` t BY THE U .S.A. THROUGH THE TIGARD . ,----- , , "- ' \ \l- SYSTEM. I •I e '`' -- _ \\L`' V_ "1 7. STREET IMPROVEMENTS SHALLBE TO . _ 1 COUNTY STDS, , ALL UTILITIES ZH47,fi, t . •; ° BE UNDERGROUND, SIDEWATXS SHALL BE — VA•. T�1 ��� o PROVIDED ALONG ALL STREETS. 5 ' - 771 47v /�' c3. PRIOR INAL_PLATTING A DRAW AGE F . STUDY F THE SITE AND AFFECTS F �� �� DOWNSTREAM SHALT, BE SUBMITTED Ti) + { /�r ;.p r aE- I. � DEFT. OF PUBLIC WORKS. E S T I N 'TE`J .c��,, .yr� 1 A ° . ROADWAY TO BE CONSTRUCTED IN "d.- rf, �AI R-s�rQQr•� + F✓Ri ANCE WITS WASHINGTO COUNTY SUBDIVISION STANDARDS. r` 8/✓ ' f "1" ,� // I+ �7'/ / 56' " . To' 71' I00` •41// i / ma I - / � Y' f J � / 4. � F . �. ' 2 L._ 7-7,PPI ‘ . / ......, „., ...e / / �• ��,�� r f /.. . I ' , '' '' q,00,,„.•••-". 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McMONAGLE, FIRST BEING DULY SWORN, DEPOSE, AND SAY r ±` :T. 1:: `4:: Ii: �j .'fi ., THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH 5/8 x 30 IRON RODS, ALL LOT AND BLOCK CORNERS, CURVE POINTS AND BOUNDARY LINE CHANGES IN DIRECTION THE LAND REPRESENTED IN THE ANNEXED MAP OF "TIPPITT ;P ; r :.t •�'' � •N♦W1/4 SECTION 3 T-2S, R- 1W, W M . a ,�' PLACEANDATSAIDINITIALPOI! TOFSAIDSURVEYISETA2 x36 LONGGALV. IRONPIPE, 6 BELOWTHE �' . �� : r�WAS H IN G TON COUNTY, OREGON SURFACE OF THE GROUND, LOCATED NORTH T74.61EAS7599.27 FROM WEST QUARTER CORNER SEC.3,T 2S,R-IW,WM.;DATE: JUNE 19175 SCALE: I"= 5r0' THENCE: N-00.35'28=W 214- I I'; THENCE: N-89.54'20' E 8I7. 831 ; THENCE: S-04'05'00E. 214.621; THENCE: S-B9'54'20"-W - , - F 830.90' TO THE INITIAL POINT OF BEGINNING- CONTAINING 3.879 ACRES EXCLUSIVE OF ROADWAY, - w - ' • N ......._ , ___,.......... .. r-. - -::D SUBSCRIBED AND SWORN BEFORE P L ME THIS2B DAY OF ,j , 1974 e• ' a�M� { ki tti r U `- 2' NO A UBLIC IN AND FOR QREGON MY COMMISSION EXPIRES 5- " 78 " •' t� ' , , CURVE DATA _ C A R L L . C. ChB I HEREBY CERTIFY THAT THIS TRACING +C 4 I-49-25 100.00 73.00 71 .39 S- 65.00' I8"- W IS A E ACT PY OF THE P NOTE: IN ADDITION TO ESMT, SHOWN ALL FRONT, SIDE, 8f BACK 2 45- 175.00 139.93 136.23 5- 66'S9'S7=W � 4i LINES OF EACH LOT ARE TO HAVE A 5.00 FOOT EASEMENT � WILLIA . McMONAGLE FOR SANITARY SEWER, STORM AND SURFACE DRAINAGE, LOT CURVE DATA POTABLE WATER SUPPLY AND UTILITIES. TRACT "A" 1 90-00-00 15.00 23.56 21. 21 - I S SUBJECT TO EASEMENTS FOR SANITARY SEWER, STORM S-70•46-22-- W I 24- I7 - 15 125.00 52.99 52.59 S-73•46'22"-W • DRAINAGE, AND UTILITIES AS MAY BE REQUIRED. TRACT "A" 2 17- 32 - 10 125.00 38.26 38. 11 S-52' 51'40"- W IS TO BE DEEDED TO THE CITY OF TIGARD FOR USE AS A 2 18- 51- 54 150.00 49.39 49.17 S- 53•3I'32N- W GREENWAY AND PARK. 3 26-56-5 I 150.00 70.55 69.90 S - 76.25'54"- W 5 67-04-42 4 1.00 48,00 45.31 N- 56'33' 19"- W 5 10-`41-02 54..00 10.07 10.05 N -28.21'29"- W 6 68-44-30 54.00 64.79 60.97 N - 68'04115"- W `�, 7 37-08-10 54.00 35.00 34.39 S- 58.59'25"-W . ° 8 37-08-10 54.00 35.00 34.39 S- 2I' 51' I5"-W 9 93- 22-50 54.00 88.01 78.59 S - 43.24' 15"- E 10 45-48 -45 200.00 159.92 155.69 N - 66'59157"- E ` .�. iO--. 10 41 -49-25 75.00 54.75 53.54 S-65.00' 18 W • 5 / 10 90-00-00 15.00 23.56 . 21.21 S -49.05'00"- E �, R v> S j ° APPROX. 25 YEAR AG - GE °- STORM LANE N i>83' moo_ G 4 /2" / / • 89.5 4_., , 8 _ ` 00, 1-8�.34' 141.40' , g0. oa To oa' Taoa' Zo.oa tea.oo' ►oo 00 `3 04 \ z s /� i 1 \ \\ 1O STc3i7"M - -;- 1 P 1 4 -.�I / \ sEw�Rw *1 is' 20' ao J TRACT bL \ { es' No I r CA:•..) + f, �' \ '1\ - c_ - o- fi�_ o o it 1- to Qt rra IS R mik. 0 \ LP / - c , TSo, / ' '0,-- ,4,7 � 0 \ \ N N N p a \ 0 4 o0 IN o Z 1�- o (V L1,7I. -� a 15 SANtiTA�' ' \ \ 64 7 h O 4,� o S $555pp`W/ �� sw> r� s1vtT \ \ ��pQ s 9' �, q© o0 • cn lo �` ~__ 1-\� \ • 10 07' c'S \o 1 23-54' N N'T:�` - of \ , L/ a / __ ` i-9a=I�g _ QQ y �A3 \ 4a oo' , tr, 91 r \�s, l� 1 • • - sr • on �� �_ �� F8 1 04' •\ ilk r N_ "n - 27 48 �O.00' �a.55 g� T11 -M h z4.00' ,• Q e� �. .4 an o 61 is/ e �3 v / t a_. qo „ N 5 8954Zv- }V 1v1 R.1"1S ( /0 Cp IS 2d z0 / • ti TRACT 13 n�i1 , / RO Oo' Z •S. 94�' /9700 - � ��4� += 5T • ._ T _ 25Z9� • _3 �a n s 9Z7 5-8 5-4 "20,- W 5.3o. 90' NOTE: TRACT "8", A ONE FOOT STRIP - X 1 IN1fi1pi SET- 2")( 3C 6 IP ALONG THAT PORTION OF R/W • �G>;2C2E ABUTTING THE SOUTH PROP \ t4n)� LINE, TO BE DEEDED TO m IZ WAS H I NGTON COUNTY IK 1,...,4 cao,vE p 5/1'''' • XI E 105 , _ .- r: • . _ •- .., : ., vim_. ._. , -, -,i O �� i eXIS T iNG /R" Cl. �- I IV�r,V, if A H. C'DE C 1#l0N ,:..1 7�� RIW !ii/ 1�✓1. - -- MAP 2 I 3 B wAst1I/✓GrcN COUNTY / , OREGON ' ' 1 / 300 100 � g ,,,-- ,,---- \ \ \ --- \ boo 4j - '� 44_____/:: \ , a00 I GX/ETiNG 2" C.1. \ , o 4.1. / I Hi i -I -.� 8 ?J � i! \ , i' / ', te y 1 V r S]10� ; �• rt `2 y r j -(4C, II Li - iti ate+ __-.__.- .._-._.____ __ 1.rov 3O j" /4 f yfd 57 3 co f• J S ) 00 n / I N. / — — NQ s ,N - ! — r 111,1, N3TALL 2n 13.C9. N� 1 , . ::- . •c 10-- - _ G �. IN METER e30.X '� � -_ 1 E3 t / _ E 4� I � — FGiV vROJ C`T PA H K - _ N 1 (i i lNS7ALL r`r a,i/ INSTALL Yc'}° MJ G.K /N L/NC'� _, ti /2" X 6 nu rec\\\ :, 1 T. - - 5. W. 7"l F'f�l I•T• /NsrALL a" ec.ti9 AsED .r r_- 9 F?ROP05EU G" D.). T' /Y c"S p Q ,fir- '4) ,y YHOPOSED 6"D.1. ! g" C.S,P. .-f CV , \ 1 \ O `(,(� • — — _�` �- •45 /iEQUI rt f0 I' V - /N rA t t G nl I r ! �N S TA 1.4. G„ rEE� -- ---- ------____ - ----- ------ - -- --_ _ _ . ICI 1/00 MOO SAS R d U t E D' t { 6" Ci.V. ` F.N. E. ,q s �v� E ni "r r, — E .X/,5 T/NG /2 C l _ /1" x {" TEE 1. — Cons ruction Notes: — i I ! Ic71 } f ►�/ CARMEN S r. N �EY/sTI/✓G 4" C.!. r''i S 1. otify+ Tigard Water District prior to b. 36" of 3/4" ninits gravel for al mains. ),I,YSTA11 6 TEE t oflmuncing construction• ! 7. All sewer lines 10' laterallyo1 ' eve ti-Y (6rrx 4" .pEwvcrr: Easr) c 3 PLUG WESTiYlST/NG F.y, 2. 11 work shall be in accordance with A.W.W.A•i call, of water mains shall be encased 10' - END PRQ✓EC7 1i0v ar' G.Y. - TIGARD WATER DISTRICT tandards1 .- from crossing with concrete b" thick. 1400 3. 11 work shall be inspected and approved-by II: M'�`aains shall -betested" at 130 ps. forl `hour• /�vU8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 D• O.S.B.}i. bacteriological` tests requires• 4. ire hydrant assembly consists of 6" MJzFLG 10. TW►) shall install all 3/4" copper services f\) PR�� TELEPHONE: (503) 639-1554 ee, 6" FLO gate valve, 6 FLG spool, and prior to blacktopping of street Meters will -10 �j� �� �-� r1'j7 z� �4,- acifie States fire hydrant, 54" MVO, 3-port I be installed per-individual reghest for sane. 6," D. I. G 101 1 I. H. I 1� 7143 , WATER PROJECT 2-21" NST hose connection`, 1-41" pumper), I Costs $372.50 each. I ��- Jam, rIPP! /A r PLACE " FLG connections, 1- " Pent Opr Nut; -openAl. Upon completion of installation, of male, eon- eft, Colors red, traffic model. I - tractor shalt advise TWD of-total construction ORE SON IV A h� / S r A VENI/ 5. oured concrete thrustblocks at least 4 costs to which will be added 10%, for 1'ND in- I �e'� �`, �`v quare feet of bearing surface at all tee, spections, water loss, overhead, sampling,; etc., - -- -.---- Qt4 r��' 1_ s��_________-__— end, and blow-off locations. and 8 for engineering, including �. ��� g g, permits,; "as Robert E. Santee, P.E. Administrator built" drawings, intersection maps, etc. ! �} Scale: /I/ ' 501 /4 Ocr /9/5 - - - - - - - - ---._._ _._. �.._�_ r. _.-_ ______ __ `- -_._.___-_____ _____.-____ _.. ____ ..-.. __ __ ._..___ ____ .� _'_-_-._..__ ___ ___._.__ ___ ________.-_ .-.- .- ___ _-.___.________ _._.�_._ _ - a -r..r. ■ : i • i i i • i . • i , i i i i . ■ i i A i i i , i • • i . . • -r ■ , i ■ . , i • A B C E F G H D I I I l - - . . GENERA:.. NOTES : \Qa�j I. ALL \NORI< SHALL SE OONE 1N CONFORMANCE WITH THESE PLANS a SPECI- i 04 t� t FICATIONS WHICH ACCONIPAN`( THEM, AND WITH THE UN1FI ED SEWAGE. p0 ,� �j O`r AGENCY STANDARDS. IN EVENT OF A CONFLICT BETWEEN THESE PLANS 4o97 coy I Qk ‘S 1$°I +`% AND SPECI F1CAT IONS AND THE U.S. A. STAN DARDS YHE U,S. A, rJE \� STANDARDS SF-4AL L TAkE PRECEDENCE. 1 N zZo�070 �� I �E 8.' 4 2. �CCEP ACCEPTED SY O ITEM OR PHASE �HE L) S, l�-SHALL ANDETCO�SIENG�D COMPLETE UNT 1- �AL UT xNEER. j i� 3. ALL TRENCH. SACKFIL.L MATER1 ALS AND METHODS SHALL BE IN CON- S / FOR MANCS WITH 0. S. A, STANDARDS. �•`''t r. 4. ALL PERMITS AND LICENSES NECESSAR`? FOR PROSECUTI ON AND COM- N n (v� j PLETI ON OF Ti-lE WORK SHALL. BE SE CU>zl_D ,AND PAID FOR SY CONTRACTOR PR 1OR TO CON\ MENCI NG OF CONSTRUCTION TR/3cT - ���' �� S, TItE LOCATION of EXISTING UNDERGROUND UTILITIES S�-IOWN ON TNT ¢ > `' PLANS 15 1=O1 iNFOT� MATlOr ) ONLY AND ) 5 NOT GUARANTEED S / / \ TO BE ACCURATE. / �, AI BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SMALL. ti u) / 3 NOTIFY ALL pE:RTINEIV T COMPANIES OR AGENCIl=S WITH UNDER- - Jai 1Q. r�e- cT GROUND FACILI i 11=5 IN 'THE SOS AREA Sc THAT FACILITIES \U h 1�T MAY Ss ACCUTZATEL`e LOCATED. (1.E. : POWER) GAS) TSLSPHONE/ WATER, 3 3 to 4 \� (� . hits STORM SANITAR`r' SWEBS,ETC. PE �V 44? 1 7 ALL SERt1ICE LATERALS ARE TO SE Co" CONC. P1 EXTRA STR. G-/�/ .SW. 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