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Plans 8757`59" W 04'5745 r 45'26`52" W 90'00'00 I 0623'09" E 1S40'02" 7,,756 90'00 00 W.2 E 08'04'06" / , __ 21:11,,;n 7777 07 09'51 14 \ 01 Or ?4 9517 32 ,� 5` ' 20'1 g 5 W 04'54 09" S , 11 1 6'' W 13'16'49" n , 6'L ,5 >ti ��T `SQ ). 02ro 05" W 05'01 SCALE: 1 = 50 ° ' A°` 'fs- 26'58'33" W 54'50'50" � ' 49'25'31" W 09'56'56" 4 3 6 � 08'53`44" W 71'06'37" 0 • 4 44'11'51" E 35'04'35" 1 h ,,0• 10,7 SF 8 E 42'05'14" *9 10.00' WIDE PRIVATE S.D.E.` 59'56'05" E 32'29'05" FOR THE BENEFIT OF i 28'41'33" E 30'00'00" 6 r1 , / 7 3 0 LOTS 15 AND 16 `O 02'51 W 33'06'12" CO 'ti d is 6� S (V LOTS 37'21'11" W 35'53'02" O a o C, 27'52'17" W 54'50 �[ �,y�o, "o 4 � 9• \ 3 07'15'05" E 15'23'53" �/ / S 18'51'30" E 07'48 24 70'24'45" E 95`17`32" 11'1 10,150 SF �o J 55'43`35" E 12'25'48" h J 43'22`02" E 12'17'19" co N 31'04'43" E 12'17'19" 7 S 8 74 4 , 6 y � ,� 0 � O N 18'46'07" E 1279'52" a ' • ` 1:) V ^) / V cb N 06'31'31' E 12'09'19" f,„. v ^, �' 0 23 ( R � ry � / O p 11,129 SF N CI ° 0 10.00' WIDE PRIVATE h ° S.D.E. FOR THE BENEFIT I OF LOTS 17 AND 18 OTHERWISE NOTED. I Lj 30 fro aSTIC CAP ` d A) 14: 0. 18 3 15 4.3 5` `O V \ST1C CAP v , 3 3 33'/3• E �R — / � W 9� N w �° � °' ASTIC CAP Z 3 � 22 o N 7j. 8,24 11, 368 SF . N' p 23 '49 4/ '' 'PLASTIC 19 a 0 ro t J \ `1 .LO 0 TT Lo (o c.) I / N 12 - ;AP INSCRIBED 1 N 1 52.70' /010 MENT BOX IN / 1 N `/ S 8 2'09'45" E 3 0.50• 77 23 49^ 4 THE SURVEYOR'S 10.00' WIDE W PRIVATE S.D.E. FOR 20.00' WIDE PL; \ST1C CAP < 10.00'—i io & THE BENEFIT OF LOT 19 21 12,350 SF 3 (0 ° m S.D.E. & PUBLIC :T WITHIN THE ' '' 0 O TIFICATE. 2 0.00' WIDE PUBLIC S.D.E., i I °i ° 47 20 I 0 0 °o o co c> 0 ° 8,696 SF o S.S.E. AND PUBLIC UTILITY <o oN 00 0 N EASEMENT N b 0 - N �� O� 147.25' ri , O c' 109.02' 22.00' 22.00' n S 89'53' 4 W I EMERGENCY VEHICLE ACCESS EASEMENT I DEED BOOK 11 ' ' .� FOR TURN- AROUND TO BE AUTOMATICALLY I PAGE 637 FXTINGUISHED UPON COMPLETION OF ROAD DEED D( / IMPROVEMENTS FOR SOUTHERLY EX IEN�wry -1 / OF S.W. ROCKINGHAM DRIVE. NOT TO BE � } USED FOR ACCESS TO LOT 46. SEE PLAT �� ` �� RESTRICTION NO. 2. /3/5$S itoci% �.aw ► , �v- 1 ? I Al--k (k % 09'01'39" N ,O ' J 08'41'56" _ V 03'02'07" 27 V 07'34 25 " cb O� 9,542 SF N 04'57'45" b c:. Q • S` V 90'37 ° � 5 j , r'6P E 13'40'02" � ' � , `�ir- 4 E 90'00'00" 15 ��• E 08'04'06" 'b 26 F E 09'51'14" - \ E 95'17'32" 8,984 SF W 04'54'09" S' Aa N 1316'49" (j, • ir 1,.,,s, V 05'01'53" 4" SCALE: 1" = 50 \ �� Re, o .; V 09'56'56" 1'OG'37" 16 � � � ' � J co S c ' ' - 35'04'35" O 0 25 • G 0 � 4 b 42'05'14" 40 ' 0 10,732 SF 1 32'29'05" - !� 10.00' WIDE 0 - 30'00'00" y � PRIVATE S.D.E. roF V 33'06'12" A go'1 S 130 000 / G 35'53'02" �O' A°` 0 61 S , Sl • O h C 54'50'50" �4 h• 42 \ ' h 15'23'53" 07'48'58" 17 \ 7'32" �^ 24 \ 951 2'25'48" `'l 10,150 SF rye 1217'19" 4 0 11, S 12'17'19" 12'19 X52" t 3 S 63. 744 -60. � � �v �,` Gam � p ?g cb - 12'0919" /� �h :�•,, 129" F (R G 18 / o 0 8,265 SF 23 45 40 o 11,129 SF i ^ 10.00' WIDE 1\ , S.D.E. N „� 1 V ED. \ 15 4 3S. 40 6S 0 0100. • 0 3 pi- S S , 3 33' 1 " \ / 35 W v 3 E (R)----- w 6/?) N 46 1 9 '� °p • w 22 o N 77. , 8,294 SF : co ..J , o 0 4n 11,368 SF 30 w o o ° N N co V 2 36 E :0c; _ ^� / . 14 12 wn = N o 15 2.70' ' N 10 100, 20 S S 82 '09'45" E 3 p SO' >>'73'49" ry �R 001 '2 10.00' WIDE < 10.00' --I 10 PRIVATE S.D.E. 20 I WIDE PUBLIC 20 0 21 3 v .1f S.D.E. & . PUBLIC S.S. � 3 o 0 0 12.350 SF v / CV Cr) -8 8,696 SF 0' ao ° o c 20.00' WIDE PUBLIC co CO N , n CO S.D.E. de S.S.E. qNU .o° — o "J T1L,1"t FJ° I4 N �N r 14 5' ri O N 109.02' J / S 89'53'48" W I 22.00' 22.00' J�711 I' DEED BOOK 1147 FIRETRUCK ACCESS EASEMENT I DEED DOCUMENT - PAGE 637 FOR TURN- AROUND TO BE NO. 78047374 VACATED UPON COMPLETION OF IMPROVEMENTS FOR SOUTHERLY EXTENSION OF "C" STREET. N••1.1 1115 °)b -O H'y 'S'O .},^ 'C..- o V 1Gi - •A`V_ { d 'v i 1-.O 3vG J. - o p NS 1_1Nno7 N019s r ' OzPa411 ..Cr 1.1 5 1 1 - + 1.i.n9S3w< '9b 1 L6 -L1-L . ..AL . 71va r -L i?t7SHC 7d! -, g r Eil roha 'cb -v,.1_ ^ 3-- c wvH 't-4•s gGIs DEO m SSa�OC`o 1H3b_ Qz= QD g c..L1. 1. -32 03'7+,3112 „0-02:,,, F11 13 1 i [L ri > g =o .' z ?, : gm 3z'++z ^'o �a �r1c ' -v no og le oC' g Cl )- E - 1 ?-...y so not . v .0-,21. 1 R1 n 1 0'£S4 c 'n; I s�oy`n'7��6 r I R = ��I� W`v r/r�1 M c. ab_ e o o 7 5., •rhrriaCls 01a, ,4- A 79wo 1K'13nira r x _- - , L 0 1 ,4.9 ∎ c Ci b• 1 6 .� % zS ,LLZ 1 cm S'2SS.'0 111 11k 0 4 . ,q*GG - 'iT3 - ,R.no7 1 II Z b -1 79r+7o, V -- Mili 4 . hr+�1s ,,:i. 'NQFSE _ •.a+e lc I , err.i - z1. , Va.., !OM - 3 ,-, "1 YiM` Y9dl „i r. n' ' � w!rawer, b 1..1 ti 3 .� „�∎`' ..,.., •te. - .9 PI , i54 ,c ze254.. . •%9, xr+�Ira 1.v> „r �( '” 1 . i ro .,...,a E 1 . r "I • tr n dnl Ton l.,n rl a,n■• C "-mt. U if"l• PI Ili,. „ • • oS,' n o 9= saroav .1•oa _ `i 6r k0-1 --' � -c < ,117G7. L J 9'MC=dd ,o �t N 70p 00./•7 An 71idd1, o • i.- � ••v7a b I l oo• •► I •y,p ‘5,,c,” - P 0o - 1 P�1'd W W tr+ €2.J. o o f v p = I � � £ , r � + 'f f. , 1 1+naa.S i /7 1. 10 wand -E j ,., -, ..rYC+} 01' ► �� O1 owu �r4 c oc " - n o 0 _ zz — — 1 — — — r — — — — 7 cog K 111,..0 a1L «nvr4 Sin�4, •n. -0 'apt -r eri I "el* o NM." " 31 ..Nl SNNLO 0 _ 1- W 'v TI&71+•15 ry� O9sod o,dd n 'O y..Ild./d yr3/ ∎1d = i 110....07.1.1 - v• C - • eft ='d P 4•}ZLON - sao•eH Wbo15 boot/ y] no'1 0 t. Z L i _ o 01 7n . 1/f n1 a - 0 . • 1a1.1,...ds �.•4 N I IIIIIN IIIII d ,i« —x — � {. G I WOO r o 4 T.-4' 71MOW 79J 1nvG119b 77.. 11+7u1Ci5 �' ` x k x fa.t ,o ;S ill I I y -_ I �1'7'd0 i�5 I W arne „o-, 5 It 4 ld � o y.� I l i a 1'st71 ' • ... h,.lyp 7r�., _ r NYOLS 9•J � 4. If X 21'4 i ...1 g r N \ F !9^�YO: f 1 O B£ 1 4L'oL 'a,,L0,∎71 Nom -- 1` f- �v = A ,II. r •,.],z o'LEE sl}Jln..n 1+Ty v; I. i/ ve,.., 1 �,. ,c„ r 1 Anv�� = i IJr+�li1 d� m T C m Q - (>2 //� w&nu3 wian✓I3suo)1¢nu� i �9W•ti ammo 1&�!�[aal 4wv■ j a� t a. NOW n* WS Il°°4P «&H W&Pm9 R ) al 1 7E 3 Y, •V 1 - E w�Id Meld � u ::� p e 4,. MINI � o� I i 0 ..,.N n rw -p-w nv w. vr.,,.oz. pas, .. MM \I 1 ... z•r Z .wV wr/j /r,8Vl 1u I 1 , r- Vv 410 I"M •ww<1 vn.a.y n I ! +w, . I 1 x$ j• .1d ..o ,0 1, ..r�'1:= s i 1 ' i l -. 1 o a rn .; . ti: ... ii It • C ; t/3, • ,/� �- .6 I ' ~ ° c p M ...‹ ...;.......,„...,,.,4%. ' "...; !Ns sosum X. 1 4 Z s..,... w.i ..... y • 20' RADIUS TRAVERSE EXTENSION MAY BE PLACED ON EITHER SIDE OF THE ROADWAY 6's• 20' RADIUS RIGHT OF WAY UNE I i i i i ' 4'Q N. , z NOTES: 1. ANY VARIATION FROM THIS DESIGN OR USE OF THIS TURNAROUND AT ANY SPECIFIC SITE MUST BE - APPROVED BY THE ENGINEER. 2. APPROPRIATE SIGNING SHALL BE Dt i ttiMINED BY THE FIRE MARSHALL. FIRE DEPT. TURNAROUND i APPROD EiY DRAWN I REFERENCE i CITY OF 11GARD SCALE DATE D FILE OREGON -9-93 .kDET��wG M.T.S. N.T.S - `�., 1 1 7 � �' 1 �4 p " I 2 + 76.94 s J 19 - � � T - 7 L' . - / / / t` -----....., ., , - '--- rfi ---:'''''' - � .' � j , ;- . g, 5+ 05. 50 DIN A SDMH/ 5 (80') I - : 4" 1.110E ANTE FOG l - A S pMN 6 , I A SOMH 10 6+9164 IDLN (60') 37 3 SDLN 8+96.32 SDLN A S'D 8 ~ _ 1+06.14 20.50R 1 i i' ST.STA 0+06.35 (20.50'RT) l , , �a— i - ;;:, 20 1 20 LF I 21 41.01 LF 12 j I 1 I o 38 E ; i+ i . _. 3:-' 0 + 0 20 LF F v `' ' 4 +45.69 SDI N C SDMH�2 4 SOLN A © _ �I 7 (s0') 1 ST.STA 0+05.00 (15.00 T) ! 7 + 7 71 A SI 307.44 lF 12" � X0 ?. I F 17' � ,�� ` l �� 1 STA. 01E00. j / 1 . 'a BEGIN S1REE1 PC = 0 +03 \ M STALL STREET BARRICADE —10' TRANS INSTALL STREET BARRICADE PAVEMENT BARRICADE 9 +32.33 SDLN A 5341 9 INLET STRUCTURE SEE DETAIL, SFiE1 =T 18 ID 1 ST.STA 0 +05.68 (20.50'LLl) I I I 9 +03.81 SDLN A 12" X 10" TEE 9 +29.81 SDLNA l2"X10'TE I I 1 I I � . STORM LATERAL NOTES I „ . , - -S' 10 PROVIDE MAINLINE X 4” TEE AND 4" PVC PIPE AT LENGTH INDICATED I e 02 INSTALL 4" SCHEDULE 40 PVC PIPE WIT-I FITTINGS AS REQUIRED TO I > s 4 A CONNECT NEW 12" (N) TO EXIST. SD MH. CONFORM WITH FINISH GRADING PLAN A °4D MAINTAIN 2' MINIMUM COVER. 1 k � ! . ,' PROVIDE TRANSITION COUPUNG AND 3 P IPE AS REQUIRED ACROSS I BREAK HOLE IN MANHOLE WALL, REMOVE • . ' CHANNEL AS REQ'D, INSTALL NEW 12" PIPE SIDEWALK AREA AND CONNECT TO CURES WEEP HOLE. INSTALL CLEANOUTS I V & GROUT. RESTORE MH CHANNEL AS REQ'D. AT MAX. 100 FT. INTERVALS MEASURED FROM CURB WEEP HOLE. PLUG I it AND MARK END WITH 2" X 4 ". 1 ' A REMOVE EXIST. CATCH BASINS AND DISPOSE , ,, I t , ',I OFFSITE. PLUG PIPE ENDS WITH GROUT & 03 INSTALL 4" PVC PIPE & DAYLIGHT TO `POND. I � 1 r ABANDON EXIST. 10" & 15" SD PIPES IN PLACE. I I " NI I r I I Q EXCAVATE & REMOVE EXIST. 12 PIPE & 3' INSTALLI O" SD PER C.B. NOTE 17. Y ` 5 I ki I t . .. CONNECT TO EXIST. MH AT SAME IE AS �4 -t- EXIST. 12" & GROUT INTO PLACE. GROUT GRAPHIC SCALE f , I r 4 i u ABANDONED PIPE OPENINGS. 50 �� 1 1 �� 1 , A CONST COMMERCIAL DRIVEWAY PER 1 1 DETAIL, SHEET 18. (12' WIDE TRACT A; 18' WIDE LOT 46) a� I I Qg CONSTRUCT ACCESS PAD PER 1 inch - 50 ft. a ; �'` I DETAIL, SHEET 18. (10' WIDE TRACT A; 15' WIDE LOT 46)k , E A INSTALL FIRE LANE SIGN PER DETAIL, SHT. 18 : ' ` i th■, SEE SHT. 18 FOR SD MH 7 ACCESS ROAD SECTION AND WEIR OVERFLOW DETAIL , :ir` U! L1 1 I -r Ot &r= UtAin IiliilU f LM A SHEET(S) \\,\..\,. Ajf 00 ' 1 �s_ � � 7 - 0064 \ � y� co s�2 <y m ` mil o i ' z 0.1 � . • O P1 LPitk Ego-. R DeVE P�, ,9,,� No map yil Roc i Z) O N a y/L 1 i a 15' WIDE - TvKN6 - o op L # wilts ?Rov1 AEI) 1 (,Ir or ay ( 2 ohs b i"�11 o, /. \I i ♦.,CC:Yr Y FX�dLL Q'FFtCE o°PP 0 .J Le w ' L Y 4E7PD��" VE 1 CONDi i ��' � ��- � �•' <<P .P 'S iS r<. A!,!. ! 'iiiUOVAL OF RE 4 ^ E FP IZICS o M'ss'cr "s c:: ,� � - Ts cFjY ,r ' 3 .! .. � . ✓ Fr..71 ;,� / � /, . _.. ... OAT' 4 1 7 - - (..1- mirk eel I� W" 04'r't CC W 0 ) F.." CO 1 o ; o ck I cC - i M CCN CZ co M, L__________J ---.., .11... �• cQ [ Q Sri SITE . N 1 Z ^) '- l VICINITY MAP -- _ _ , '') , NTS (PROiJECT SUMMIT CREST :` 1NO. 2 4 7— 0 0 4 ! P TYPE CONSTRUCTION PLAN ' `��. _ Co -C , V _ _ .,�.y, _ _ .<, , It ' � 3 5 ' 0 ;9 -� "--� - To I Q u ` �I_ 3 HATE TRU p.RF p� N 1 3 - 0 ' 2 `� FIRE TRUG +,��_ -- ACCESS e/k5EMhNT - — I "" ` ' ' • ` Ili * FOR TURN AROUN►O. 352. _— stsClts =a -- ' M SLOPE = 109'0 • co R.l E • E LEvA � 0 '4 1 . it it U d oR NEW a'f Lot.,1 PofNIT 354 -14Y w II- , E�ev. z." 352.01 Ex P. AcA. GIN IS4 .ffs In s � P *N.NN t ii % t N Q � eR — — - %INV - -�� —� i F NEW I � coPPER 4TEF� u►�E B___ = 35'5.8 GONTRpI, Jpl•Nj� 1 • Es 461-1/44 ELEY. 7 1 - - 9 z: I 4 • b. ' ZO �,! ER � r 354;5 R= 4 28. 00' � ad, t GoRNElZ • A= = 1 279' S 2 p1.ANTE� - ELEV. = 35 Z,S C: ' 91,94' • 0 0 NE Sloe WALK reg. C 3 Sg Z G i E O F T1 p nl �J ' I/+� • f OG K I �I � 7� '- DR i vE WAY GORN82 W W SPEC IFIGA IONS I �: ELEY• = 1 = ¢ Z 2 •0 I ' 41-0" 16 ° ° W LOC &T iO,.i o� . . D ANE- FOR LOG�TIDN.1 of GRAVEL_ o RAVEj, C .., 4PFucTlOr.t FIAE CON4TR FNTIZAN E. Of Q mil NTFiNvGEc PER, Flyu -IA� T�I� 0 a 0 c I - T r \) Gc"LE, '1 , 1 a Ii (FULL SIZE - 18�ic24 ") W Iii= NORTH I = 2 d,, ii REDUCE.° `,5i II "xt7'') �� Lone Mountain — o `a. Construction &Management, Inc. _ STREET AC.)01 SS o• . • 131 S 8 s, 1 • RocKl NG HANi DR►y1= a .. V -T I AR D OR Russell S. Lockrem O I © President Z ¢ O E 48.0435 L�G,o• L 1DESGRIpT1p� DA'Tg. 1315 NW 185th Avenue, Suite 194 Phone 503.8 Beaverton, Oregon 97006 y LOT 46� AMast=3URY N IGHTS Fax 503 .848.0436 4 " ' n T`( of TI rh 5I. 17 -; e %V4 .. , . ,. 4ARD I LJA5 I NGToNI COUNT`( . -stHaa 7 GI co ,MP 4 7 &$ LOT - • m0r77 - 006 4 a S I O 4 D. ES, , ,4 H O- 4� A ' - t. ; Alit . Or \\, .