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_ a EVE,LOPMENr Pi T- CITY nrq,�:r T pT • • -1 0 ry 10 a _ 9 T. 23 7 9 W.M. '. ,z. TE- 424.3 _ �n IIE=411.5 3 k r0 � !� H : r R--O-W� _ o� _ E .1 C. I \ \ - 0 aA ti E - �l• a �, H •� 1 p iK u s 'c, �, o ro o rc 2 ASP HALT ROAD' 1 4i ^� Dc "OHP � O .r •I' r uY :� � • ti A. � � ti --o� o I' � - 1 t R ro. -�o <s 4 o \ " H, Dc » o 0 • " 4 20 0 1 2 P u 1 I• r r�Ro D• FY G C'Y• H M V J r Q '� '•1` r HP G : : . r 0 7 H MEMO _\ 470 _.._. ,� - .:- ---�_ i inch 20 it.W - 0 'VE' P W -*o 0 R A .:P.' �°. �o°' EUOE'OF• ASRHAL•T � � . w. LOCATION. 'OF • '� . ' a6 •a ' pY' . 422. 10Q7 s grou c�er \ -� ST 0. 0 v .1'70:07 CALC, D __ --- \ � • gyp. �------.: , m - 24. +. Y own Ono r N n , • q \ w � " u 6 N O ° LB4 a W aa• •�• 'ED E'b ASPHALT ,'. •I d �' G F V) \ D. W APRON •. a' \ Dc E.V 4 5. � \ .+� „ 4 �r o � � • w 1i9 E 3 e \ ACCESS. - N r u•6 \ :N r \ � 886 ro d co \ : � : a . , .. • . o°' SITE BENCH MARK. o Ql o� I° 7 \ Q 1 o h. ,45PHA� i- v c� �"! 7 s ve \, \ • ro a CATCH BASIN o v 41�5.3 ®C •Q• .14 . d': h` � : �•• '9 r\ � E� : • 1 sf t�f gro n� co r _ � , . .:. p�,� ,. ( � r" -- -- - ° \ ®' \ , �.. a5� grou'nd•�over...:: • .. CO C ; , RIM ELEV=469.24 \ \ �. J! D! ro 0 \ ro.4 _oW� , WLBS IT. _ e �. ,., G16.0 ELEV. 41 2 , \ o �, \ ; 100.0,4. S \ \ pR ° \ \ 4.+ , ° 8816 10 E 70.03 ®c \ : ,°. S I , tru k fig- 4, a4 �� � - . DPWL3 : m \ 8' \ ��. R-b-w 1 \ I 0 \ a 1 \ \ 4 \ \ ° d. r a $ o r ss ®® 4 Jyl \ o� a _1\ 6 ••RELO ° < u \ �! l F o \ F o F. ELEV. 0 WLB6 � \ \ � � �' � \ r ON o EXST IAV�RAGI/ ELEV. 41 .0I # \� ` ,""� ��6 \ � �, \ \. 467.6' • . DRY WAY• sz sr O �L i/E I / 2 a II I EXST o �• o T I GARAGE \ \ \ d _ I \ B z \ \ T K`E .. ,. � � LOT B \ � � , . :,, . .• ,< a ..,,,•' , '' 4'� •'. TA \ i � i ' \ i _ \ s L T 2 \ \ �. FF- 24 °L o q o o I GAR=437.0 �� e•� 1 I L \ \ \ _ \ GAR 456 FF 434 � � Ce r to . \ \ .� FF-44 \: - l WLB •r a ELEV. 415.8 IF \ ® \ p�. 1 e o 1C� °a o. 415 8 \ \ : EAVE ELEV.. O W \ ® \ 1 1 N \ ::dam sz \ \ ( 1 \ 6 EAIVE ELEV., \ \ \ \ r Q U nld 1 1 \ vi \ p'h \ ��\ p `� \ \ s� 1 47�5.18 faro prc CONC' j+ ELEV 4 6 6 O \ \ over \ 1 \ a \ r. N o DPWL1 W B8 \ `a\ �� �, .51 \ �Iro F` �� \y�'�� \ \\ \ `ro \ \\ I 466/�, � " xrO b �--,__-___'41 •}•_, - \ 1 Dc � •p.lF!! Z>F`SS O \ _ a �� FWF 6. � �4� 41 D U 1 Aw\ \ F, ���� \ \ �o R 415 7 P C' \ \ \ \ ��,\ . ' 9 .SlO,o a� tx \ ` \ '� \Q` 6 \ !1 . 5603 F.F. ELEV. . ; PEAK ELEV DPW (2 \ \ \ \ 1 \ \ \ \ ®. ,c�J, \ \ OOTPR/NTF. 480.08 Fro I \� \ N AREA 1,2sa sQ.I-T.f o ROCKERY. MAX F.F. ELEV. o WLB9 o .• z HT: 10.8 ELEV 416.1' "`L C� o F o.F fig• 459.t� 'rss xx • . a, . � \ •' '�J 6.� : _ ` EAVE ELEV tK // 475.3 f /J� \ \ \ \ \ 1 ® :.58.0 \ h _ \ M .,. _ .� .+ :, ,. >. . ,.._„ �... ,.. of ✓ .. .. . - V _ h _ ........ ..... u ,! ... E,.x. a. .. -. ... .. k5 1.... v -i. v. . X. 3 u ,.. ,. l'. "•i f..x .., . ,., .. `... q 2 {C .. M''.FP t :... ::. 3 n ,... .. a $M.. t ... €.,':fi .5 ... ,.. .A. k rpy. a . , w ,. Fsii # LL . ,. t"Hr u ... -n S` ff -\ , { r .. i .. A_+.o .- , ,,. •i. 05. 2 ...06r r , 4 _ r . , . r ,. _ , .. I' \ ELEV. 415.E o .. OFFSET 02 W & 1.4 ;'S 4^ � I \ N ,�. "\ '� ' '`•p,. ea , '\ sad . � 464 \ t� \ e, \ �h°� a \ `, OF PROPERTY COR. . HELD - F 462- , \ A co\ \ \ \'MEN 110. S88'16.10 E 70.03 M N \ \ " \ �'� e \ .A a Q. e; r L,., \ No N \ O' 458 c \ \ \ fir, $ n "• \. 44' ° ° -^•` ELEV. 415.3 \ 'S a h. II o i \ \ N a \ -P\ �°` P 456®' m < - - 5,6 i \ -- 4 - a =- < < I- o o \ \ o ° 2+79, 6 sr' f o \ \ 'S a \ '\a fo p ° 4 Dc W z 4 A ® o 0 : o \ \ \ c� \ '• 4 •\ • " � \ Dc �; � , . ; , sr ` 0 454-- ,...._. -.°� -• -�,- - 454- - - -... � � � r q 50 W n 452- - - -- -1: - 452- ° 0. � 0. . 448 \ V� A LIMIT :\ 450- o \ / \ �� ° _ 4 446 \ OFF 3 \ �-• . d- O \ \ I- \ a s9 - a 9q " w O Q� - I� e LEGEND \ �, B6 000 �rn �\ � \ w ��, - WLBH \ \ \ \ ® R \ Q O EXISTING TREES \ ah v �� \ •� >- � ELEV. 418.4 � \ o X' " . � � \ �-_. _. O O 0DECIDUOUS TREE (NOT SHOWN TO SCALE) \ \ \ \ �`� RETZ TRUNK DIA SHOWN IN INCHES. \ o, \ o LOT 3 �8 ti I e-- e'er \ \ \ \ Q� \ \ \ \ O e - \ - 4-------- ROGERS o- CONIFER TREE NOT SHOWN TO SCALE \, \ \, \ ti e �0 4Z 4 i . ( ( \ \ \ ® / �"� ARC 40.0 a i g LOSA <t O O O TRUNK DIA SHOWN IN INCHES. - `� \ �r? \ \ F=433 0 �� ,�a\ \ 4 F Iv. Z Z q \ \ s \ � _ '� � �� ROGEDRS � i GA�1•�•�1� ��a CEDAR TREE NOT SHOWN TO SCALE) \ \ \ / R� \ \, - / • a0aa ( \. ?` ` p0 COT i FF=437.0 _ ¢ CL C1 ��� TRUNK DIA SHOWN IN INCHES: \ \�$ \ �� ^� _4 �� � � GAR=442.0 �a , 34- 3 3O-- -.EF, 436.00 PROPO TREES � WLBG \ \ \ \ 430 <X 9 SQ.FT a m DECIDUOUS TREE 10 tr s on all lots (NOT SHOW TO S�`ALE') \ \ ,9 \ ti � lb 00 1 CALIPER, VARIOUS NATIVE TREES trwa on ail lots NOT S140WW TO SCALE) � e � \ - � �- CONIFER TREE, 10 ( l � \ $\ \ � e � 434 6 MIGHT FIR AND SPRUCE. \� o \ 0 , o D� " Dc . a 43 \ rOa I N o \ \ e w L o 2-_ \ \ ti P OF FILL I I CEDAR TREE 1 i tre®a on all lots (NOT SHOW TO SCALE) \ \ � �, �/, � �30� /�%O\p 6' RED WESTERN CEDAR. � \ e\ \ \ .� � ,��- o Ei \1 0 Trees to be removed �� 3000 sf native> *,o \ �� `'� \ \ 1 W \ \ \ I e round c. ver wLBF 4 8 g Landscape areas ELEV. 421. o' 471 , 424- \ \ -- -- 42 � , �2 �ti �'� I to WLBE L 12 ELEV. 423.E ELEV. 424. lap \ \ 19 s C. \.Qz� / gr co\ r \ _I �►- _ - 4 - - Aw-- - 0.000 o N13 IN, / / lbo O O S88 20 02 E 331.77' Dry S68 20'02„ -t� z E 170, 07' - - S88 20 02 E 661.90 T,P.# 1023059390 WLBC V/LBB WLBa ELEV. 426.7 ELEV. 426.8, r� E 1/2, ®, Re 5 E, W.M. EARTHWORKJ TI I S: CUT 1,800 C.Y. FILL 1 800 C Y b z Lo o W a SSAAH m � _ E=41 45 QUARRY SPALLS h N T -- ,off off DURING CONSTRUCTION QUANTITIES ARE APPROXIMATE. CONTRACTOR TO PERFORM CB ` ��° -- w �� WORK AS REQUIRED TO BRING SITE TO FINISHED GRADES AS 7E= 42.4.07 N . W. �" R-o- iv I _ a' , I \ - - - - \ \ ` SHOWN. N. IE-4'20.27 'E. a o \ 41 " - " ` `O - IE-42032�W) N o ( -- -- --" __ "PUBLIC� .OAD;^,lgY" � I. . j _ �� � , \. \. \ . x . -�-- �� ..� ` _ _ o� ��l) --- U cs s \ I W� . W 6�.�- _ cs: S88°16,10E . fi6�1.91' CALCI`� . \ . � \ \ � \;� �. , . _ �� r-- \ l� og, W --------------- D'E F A� H L h 0 . (" LOCATION. OF EWERLINE 1 �`° 0 1 / �\ , 'S70.07CALC'D ' . EXISTING 5' SIDEWALK � " � � �-�---C-� � V)uj/� � - - �� � r_.� \ � �• . � a \ m \ ors •i o co. (''.' ujF- i� o _ �� ®•®m �l �� P �°'� �� AQ \ \�5 y�\ �6�a x Z h/ O xi �l- ����� h c - - - �S o L ? 4w/ �Zk° x7 F / A P -�T (-�'!` p ,6 r V ®•mm� 'j �� A - - - - 4 � U WL � 8 -- ' \ � � ' •.< � . � I °i .o s � 1 � � '� D. W.APR.ON. �a ;� �. EDGE Of ASPr1AL T - - - / 4 4> A �•®.®• ®®o®•® 10 « _eo _ c ��\ o- �. S A ®� ° z SITE BENCH MARK: o C)I �01 W J ®�®` o��• ® •o®® �� oseooe a,e,®® b 'i. CATCH BASIN U ELEV. 415.3' t.,� \ - oe em �� �,s \• ®® m s000e oe 000e •", o ��, , ,� \ t ,o,-® _ oa `� ®• ®®®m oe•®®m®oe` ®®®' `� o•° oe , 7 • �� RIM ELEV.=469. 24' �� QI WLB1 wov,�` � , / ® ,®® ®« ®oee®' mmo•Boo®` see ®o® aoteo�� x \ r� \'• 14" •®®.oe® ao®®m®m®e: 'oe®009to•o•®®®m®®o boe ' �. • ELEV. 415.9' WLB2 WLBS \ _ �v \ \ \ .� °N� �� •4 , \ ®®• S88'16'10"E 100.04' �0°®®o••e oosoo®•of ELEV. 416.0' ELEV. 41- 2' c, \36' \ \ \ ° @fie \� \ 70. 70°00' ®' �� • `b S88'16'10"E 7 W 3 \\ EXST Qom\ d �,� �� GRADING �\ 4 •< • �, - 0.03 DP L \ ROCKERY.�AXA\ \ v LOT A o �v " v v P OFv,S OtIMIT rn ti� �s �� rr ° ° `� v t o 1 � o 5 h �� t� _. � R-O- W R.ADING LIMITS < o \� HT:, 5.6v �� N �Nw'QT Ilyv :'� v O LQ � v �� 6 v v v v I 4�66 �°'�, _ o� CLEARING i��� N D1 Jrt1J ^ °PLA\T- O `) \�` ����, \ \\ \ \ Gh I ._ \ \ \ \ 1 I 1, )S 468 '' / n a °. 4 ° 1 \ o i� x NOT I o\ \ \ \ \ \ R X\ / LIMIT WLB6 I V y `� A 1 v e� - SHORT,6 L�RT �, y �� I • • .. \ \ F. ELEV. c CON n o ELEV 41 .0'I � \ X �� � t� ti V �• .�- Q � �� � \ \ o � o �._� I (/'�) 9 �� ° S sr �r I O I V\ V�� � �t y `--� ����p �` � �� �� \� �� 1 Q �J :S�\ \ \\ �� \ I ® ,� 464 ® 4-67.6' f��L�C AODEL_ BQ N p �i \ \ \\ \ \ r \� �\ „� \ \ C� I �ii RAGE a GARAGE � 5 10 11, 1� A .�� L A 36 S A a m Q.FT. aa ° / TO OF SLOP G` y . S6 F �� A f f��� �� \`� V� \ e `. ` F.° 1 I GARS 429,0 \ \ I h� �. \ b\ r /,W Ek AG �IN G v \ FF=424 \ \ �� V y �� \ ' vA� • .�, g.. \ T\ P \ �� \ I �J \ Ag \ �, Q M \\ RE TZK \ \ I ® l �- \ I 1 \ C9 �� ,,' \ . O \ p ® y /� M I �r 2 r,. \ P \ WLB6 Q Szc� \ \ I - GAR=437.0 �� stt a \ QR t �t \ \ T P ' . •® a .. a 7�. E \� \\ LL ELEV. 415.8 ��'DPB� o\ \ \ \ \ \ \ fF®434 \ 1 P/� �` ° t So\ GAR=456 \ \ ® �'' 4 ��o\ \ FF=44 s\ \ ® � - o N O O 415 8 \ , \ \ \ D 6, \ C<° tx� t� VE ELEV. 1 4\ n 9 \ \`� ���', o ° �RETZK HOUSE ,� � pl \ \� �\ x \ \ REMAIN; 475..f W LOT 1 E p \ � �°® � cS'®t r� ` � � \ \ �\� h \ \Fr 1 � \ SAVE ELEV ,\ ,� ° �� �q �� MAI �� �� \� �. 46 475.18'� co+vc .�� �- P/L CLEARING a��\�v ORAD�t�C v 1 I �A q L>_1 n- ELEV ��6.� t v \ i/ \ V\�y\v� z ���<o< A \ y vim' V �• �6 n o LIMIT a rn DPWL1 \ \ ` �\ r' �Ro F ��`C'�� \� t \ \` \\� I �',T \�� \ \ i�`b466 / ��� x z 415 o LB8 41�01 \ \ \ \ 1 \ G x I a o'� L �'t/ SS \ \\\� \� ` \ o" �o_ �s F.F. ELEV. d V P \ O � L �j � e N r r X z 6' 468.0' DPU1 N \ �` 0 4 o HOU E:NO. 5603 _" 415 7 \ \ \ \ \ \ I ��� ' \L. shoo x ` �x \ CL RING LIM1 T • 56 i . �r -- .. \/ \ \ \ ^ \tip F" 1 \ \ \ \�� BUILDINGEOOTPRINT r466 ELEV ! N PE n + DPw12�v \ \ I r �48�'.•8' �Sv \ \ \ \ \V A \ �� � " CLIMIT A'F 1 7 t x \ \ • `\ AREA - 1,a 98 SO.FT. + P ,- \?� %�Gi --" t Fy' - - AI _� _ - / F.F. ELEV. O \ I 7i rn , A ,c. ` - x - e �` g � � R0. -LOT 11 sue, i \ \ \ \e \\ - ROOKERY. MAX \ \ \ \ 1 ° J� ry ► � � V �� r N v ®•®� o ��%� \ �� T 10. v \ \ \ \cc05-22-06 \ \ ` \ ®°\ `` \ \r ® 452, � °� xh ��h FOUND REBAR WLB10 \ \ \ ® e' �, . \s v \ 30 f X� t v v 4 � v� _ g \ \ \ \ \ 4 4. \ • \ • \ I� \ -, ,�� Y°' a� - � OFFSET 0.2' W & 1.4' S ELEV. 415.6' \ \ o ® ®" - \ \ • \ N \ ® c. ®® I '� \ o c 4 Q E OF i �� 464 - - x ;\� • S!° m ® \ \ �5 \ I \ < j _ VA I ED x� �� OF PROPERTY COR. 1 ox `� ; g ° A \`L \ •� v �� BECK h� \ - _ _ �62 "HELD" ® \ \ \ \ \ A `��.�-_ ® b� ��� A\ V ® •o®om000e000®moo®r• oo�oe®®eo,mm®oeoe o e S88.16'10"E 70.03' 60- 'tt rn \ \ �' ' ®• $ $ - - ® e®®®•® ®•®a2®®e ®®000eo 000• 0 \ \ \ 4 N \ A Q \ \ \ �� •® L7� o ®s •�eb��e® •og® y' L� I•® 70. ®® m'o ••a• ` v " ®0 458- "" z� V o V A `, ® / ®0 x 44� SEED V A �� 44 , ;u \ \ `Lo q ,. • • e ��, A x h �CzP OF SLO 8 C\t \ It - ® ®. P� II o p e ELEV. 415.3' \ \\ \ \ c�`1( \ \� � ®�0® ' •®®®+� ® sr \ Jp\ �� ��,\b rxd,\�7� �4rF�� D _ - �� - - - /L 0 0 V A \ ®"®®e •; A - -456- - - ♦ e \r \ �, \ \ 447 0- -cn J -CL�ARIN \ ® m -�+ - X �Cp V A V A V O �0.•s �FQ o�o� `--52---------452-- \ / 9.CZ6 - k�` o -448--% - r � 4461 \/ \ \ - , , ,. ®4'®, O • \ e _ GRADING _ -448- � ® _ _ \\ �/ • Q \ \ \ 5\ \ \A.............. .... ®0®•sesioei® \ \ rr 00®•® --448- - 6�!tY1J L - 4 "LI'MI'T'.'.. �' • • .. • .. • • , , , • ' � o®® _ ; 48 m �� ®�®®®_ . • - - - 0 0 o NLBH \ �� \ ��� ° /C�^ , , O'• •FILE.,; t' • ,x X\O \°r ®®®� _ ®®®•oo®® �k e c ELEV. 418.4' \ �\ \ \ �� /� '\ t� `'�77. r. �. 'R I oo• �_ ®0 ii�000m•®• - GtF�.' .'. - - - - - T MZ \ \ / ..... .�.. .... l ..:�'`.'.C� .'.' �� �'.. • :•435.' ... .UARI \ \ . • .GAR=436.®' �. �t'' ......... ,r / a 9 ;�� \ ,; ,r . • .. • .. a BRE.TZKf.' ......... �.. �. . \ \ o FF=4 ' .... ;%, 6: �.... ....... , . ,' :'? _a8a: sQ:r a \ 32.00 t {;'®T.';.. ... . ......... :i�...... _ _. ,. ..y.. r'..... Q \ \ \ 02 ;'% 5. . , ; .'�`�L"..............':\. ,l ` 7` .'y . -.... A 40 T r / ;,� . ........... r ..................... ..... _ VIETLAD AREA \ r' �44Q:a' ... ... .,� . • ./r . , ✓/ice % 3.4., .......% �' ......... �•./' •,..,. < .'.'.,.... �6.., ,._. i I- 34,135'± SQ. FT. �, MAX WATE , r <� =`` v �� F17*433.I�.............. '.. , ..... .. ... � Y a / :'sv' \........................'tir^� :`.. .. .....: ROBS - ... , / ®. • . k'.. , . ,4i0.'....... ... ....... ......�. . '!� : ... .....6, ° �y INSIDE PROPERTY \ x, FT /t ,r..�.' o wLB� EL V: 429.® , ;::' .. ........... �a PER THIS SURVEY \r ,. \ �.t~. .................... . r.'. �......... , .............. , , • . > o ELEV 421..3' 1 OG® S `FT MIN �. �.... l `'''` :I'r.' .,. f............................ �a•.�,� \ ► Q ► �`Y.'..............:�' . , .,! GAI�r$2 U':............. • ... .....,.• ... / �:' I o0 q ° d� • 11- 1 \ i �.6� . . . .............x .....% ..................'/. • ..... . . / 1 �i ' Ci • ao r • tf3 > \ \ y ' 1 .... , . #=.4;�,Q0.'. / T.'...... .... ...... . .......... ti ( t, , �n y : c cn '' /�t , 111 TOP OF\ ERK i t ��:......�� � . , .. ; �'• �\ �i` f • \� � o .�, .I �• �` a �y :. �' ....'................... ' �::.......'.'.•..,.................................. ( Rw •.e1sa�,°° x LLJ O....'.'.'.'.'.'.'. g'3 '.'..'..I. �'.'.'.'.'.'.'.'... . �. .'...................... '.;` �o \ \ ' ' -..... !`^Q.T • 2. ....- ". ..'.'.'.'..'.'.'..',', • �G..'.'......'.'.'....'..'...'...'.'.'�.' BOTTOM OF �: jo ...� ..'...'.'..: • .', : �,, ................... .I.�............................ I o I/ `PON®: 425°® \ .................,."< : P...'.....'.'.......'.'.'. '. ...'.'.'..'.'. ..........'........ .1': 1 z \ :�:...'::. •.' PLACE EXCESS...............1y: :rs \ X ' �o .: "......:" .TOP OF FILL .. EXCAVATION° .•: r: ..''..SLOPEDEEP, ..........'............ ............... . . ..= ' AVG u / ELEV 421.0' 1 i �42¢ -Ln _ �2 \ \......: ::::::: : , ::::i:. ; . �......................... • ... i 1❑ w WLBF w �- ----== 1 F28 _ . • �' 7..... cn woo u. /.'.'.' WLBF V~,/L8G t j \ �`1� i'.'.'.'.'.'. .'° :'.....:...... .....:...:.:.:.:...../'._.�ci...:.:.:. ;v1 '1tj, w INSTALL SEDIMENT T IN AREA OF /EXST BARN. �i ELEV 4?.`.6 ELEV 42".�' �� 1 ..... �..........`" ....... ``...•.•.'........... REMOVE AND RESTORE AR AAFTER SITE IS STABILIZED. f ° 1 :�''' l SILT FENCE \'p ro j �"° ..... ' ! ' ® LU Z POND NOT TO BE CONSTRUCTED IF ALL GRADING IS �'� i " ® CLEARING LIMIT, \�� �.� DPJL2 c :��... \.'... ' N �� to r� COMPLETED AND SITE STABLI ZED DURING THE DRY SEASON I'.'' ys° : ' ' I ® M M �. FOLLOW/ EXST FENCE :I;.. • I.. .�............. rx--- ® 4�G ° TOE OF FILL / ti9 0 - 4-_.wig % ° �� S88 20'02 °E 331.7T 70.03' r m �- '� S88.20'0 "E 170.07' . - R 50.000- - S8820'02"E 661.90' 59390 �nILBC �IVLBB WLBA -"R111-41 LIMI" 0 i . P. " 7 ELEV426. 7' ELEV 426.% lY Z DPUL3 SHEET, 2 qF: BRE7ZKE-ROGERS LOT LIE ADJUSTMENT I 'N EXIS NG LEGAL DESCRIPTIONS. PARCELB: PARCEL D THE WEST 100 FEET OF THE EAST 530 FEET OF THE EAST HALF OF THE NE 114 OF T l l E SE 114 4 f � F SEC. E f . �j 0 ] �,� (�J ' `1 � \ ; e R G � ' . SOUTH 10 ACRES OF THE NORTH 50 ACRES OF THE EAST HALF OF THE THE WEST 170 FEET OF THE EAST 310 FEET OF / v t� 1 I VV1 PARCELA: NORTHEAST QUARTER OF SECTION 10. TOWNSHIP 23 NORTH. RANGE 5 EAST,. THE EAST HALF OF THE SOUTH 10 ACRES OF THE T T THE EAST HALF OF THE SOUTH 10 ACRES OF THE NORTH 50 ACRES OF THE EAST WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON,- NORTH 50 ACRES OF THE EAST HALF OF THE NORTHEAST O 1 1 Y OF (� E!V 1 O1V�1 KING I Vt.7 COUNTY, �' a HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, EXCEPT THE NORTH 30 FEET. QUARTER OF SECTION 10. TOWNSHIP 23, NORTH, RANGE 5 EAST, SURVEYOR'S NOTES RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 530 FEET: AND PARCELC: EXCEPT THE SOUTH 120 FEET OF THE NORTH 150 FEET OF 1) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS 2) THE WETLAND FLAGS AND SOIL LOG EXCEPT THE NORTH 30 FEET. THE WEST 100 FEET OF THE EAST 430 FEET OF THE EAST HALF OF THE THE EAST 70 FEET THEREOF; AND PERFORMED IN MARCH AND MAY OF 2006. PITS SHOWN ON THIS MAP WERE SOUTH 10 ACRES OF THE NORTH 50 ACRES OF THE EAST HALF OF THE EXCEPT THAT PORTION LYING WITHIN THE NORTH 30 FEET THE FIELD DATA WAS COLLECTED AND RECORDED DERIVED BY BERGER/ABAM NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, OF SAID SOUTH 10 ACRES. ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. ENGINEERS, INC. ON FEBRUARY 17.2006. WILLAMETTE MERIDIAN, IN .KING COUNTY, WASHINGTON: THE DATA FILE IS ARCHIVED ON DISC OR CO. GEODIMENSIONS, INC. LOCATED THESE WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE 1=LAGS ON MARCH 2, 2006. SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY THE WETLAND FLAGS SHOWN ON ON SPOT ELEVATIONS. THIS MAP ARE MARKED AS FOUND IN FIELD. 2 qHP OH - - -- :: SEC 10 23 11 NORTH LINE O(- 1 xti. ti . = -ot�: o - " 0 2`�° ° -- o - `° CiI` �� ;. d , ' PA _�_ flHP 6 1 472 "� n� _._.--. �C3 - x d - - O a� x� ®� - L �n �� P_^ r� li� a2 . A_5FHA-L- QAz? �" �` : � V _._.� aGUY �2 12 ti o o ° o; �O1t�T INO. 7F 15 _ H P t q1 P1 p1 0 0310212006 ru �.- T 0 7 _ �s 2 FOUND 4-CONC MONUMENT PURL I 'ROADWAY _ . : . i \\ '� '� otia P p -- - -__ WITH 1 2" COPPER PIN DOWN b ri 5 " IN CASE rn o a. _ lV. E. SEC. CORNER OF L ""'�-� .. 'q7p 470 SEC. 10-23-5 S88 °1 ' 10 "E 660. 91 ` CALC 'O - - .:.• s : '• - .. [� .• -. �t- '.. _ .A w _ � w�^, `- W ` �� 31. 65 ' CALC ' D©G7 ION: OFF` co lb S _ 1--,__-_ � S DG 70 7P CA C'D- o Q � _- E '1 - _ S tJ A2sr 18 g _ a Cj S : 5.159.22 ' CALC' D tx x o ro OF g. >� /�J �° - x_ EDG P a Uj m qP x QS �1 SPi7�i L T.. c3 m 3r P ! \ 1 48„ x �z P� a Dro U) p� 1 x - U u �S P ro A l 0, 6 :EDGE• F ASPHA� T. . x D . QJ.. APRON - Y. 415 y " N �N I_Nsj 8 `16' 1 "E a� 331 . 65' \ `ram 2 „ - �� oix� P ASPHfiL'T a 4x�oo' $ITS NCPI WLB3 ,�� x N F� X \` b- O c� 36 f4 �� �x GONC CATCH BASIN a U ' - �tb /ELEV. 415.3' 67 68 ' a a a p \ \ t \ xU pro p� 6 a RIM ELEV _ -469. 24 ' a� � ni y S88 ° 16 ' 10 "E WWI � 100.04 ' R..O-;'1 ro 1 `t-,6� o a � U m \ x x o 100. 04 ' S8& °16 ' 10 '.E 70.03 ' ELEV. 415.�f' 36° P�� \ 100.04' x2 ro 0 � ELEV. 4Jb.0' ELEV. 41.2 x DPvVL3 t C7 \ TOP SLOPE �s� ° \ Sc�h� 1 X6 rod Lo R P P `Z d x �a p A �pj \ \ 12. 2' 68 a 46$ 4 ° d ° . < ° z CID o F.F. ELfV. ��0� 'Q e pr°� 4'_ . 0 WLE36 m P x st X � 6 �� rc, �S �` Q, 467.6' D VEWAY' ELEV. 4L�.0 In J sr ? c� \ O ° . GARAGE PfOo a` A. ° .. <9 , .. ° to d' 891 SO. FT . ° < a _ co TOE OF SLOPE p �S6 `' t Gg,� S 9� O �� R�� N - . , I C, ax ®p Q' 4 . ; : a o • ELd 1 Lo° o114' ELEV.415:WLb n b. .40 N EAYF ELEV �' ',410 \PB7 . GRAPHIC SCALE i"=20' AA EAVEEV /E114 CORNER 475.18' NOF SEC. 10-23-5 �a\i xro P 10 Ay Q 0 2 0 4 © 00 Ct7Y OF RETC�1V ti 4 BENCR MAW NO, RENT--2707 \ V. xrO DPWL1 \ WL88 41 a 1 x� o �L . ?c� ss G �� �xti x �s 6 F.F. ELEY. �� �� 0310212006 41 Q w O r 4, rp �p 4b8.0 rk = Q z FOUND 2 " DTA . CONC 415 7 DPU1 N P :- F�L 89 �� x `� � p`o aroma HOUSE NO. 5503 F.F. ELFV cu PEAK ELEV MONUMENT WITH COPPER PIN _5 F SO oo 78�6 BUILDING FOOTPRINT 46b.b' 48p.08' DOWN 1. 6' IN CASE DPW12 ��� p�F ��F S c�ti AREA = 1, 298 SO, FT. t o ELEV. ON TACK = 512. 02' P a �`4 �O�y BOG' F `' F.F_ ELEV. a ;05-22-06 WLB9 ` o ° P� 0 - : �` '�` = O �$c, 6 h �� 0 459.8' �s o FpUNO REBAR - - - 1=LEY. 416.1 ` N \z �`J'�r n�G�x �9 :.: <<`� <�L 2 OFFSET 0.2 ' W & 1.4 ' S LEGEND - ._2� a P2 - \ ._=:; P 0 :°• C xa 3 x FAYE ELEV.' OF PROPERTY CDR. �:._ -, - x �. t - - - - . --- --- . �i`ilrr,fn pen• ,r;.�.:..�-r- =e--NOTED o -.._ A A �l P2 D h PATIO- 75.3 0 �. - _y• .._LDLVUI.' _,.,, BOLLARD ;l V LBIO \ '\ a B 0 n A hx �_ 3 0 FOUND REBAR AS NOTED t�lx ELEVATED y UK I 1 484 UTILITY POLE ELEV. P5.6' _ _ -. . -- _ _ x ti O� � P 0 - DECK A6 A Rh _ n 2 � H BASIN St3 R� ti Y'� 462- SANITARY -SEWER - MANHOLE \' EDGE � � 4j ,--�"� S 6 • 20 "E 70. 03G'��______'-- __ __..._ - F D OF a O 88 °1 50' WIDE ( a< ��� 18 4 '�,. 9 WATER METER -- \ WETLAND BUFFER �. - N y_/ 5 \ ^� t p xo' r SB 480.`_ h�� ° ®' WATER VALVE r'' \ � � x \ �3.` � P 132 o ,,�o r� \ B 0 MANHOLE LID "PURPOSE UNKNOWN" 0 h SQ. FT N. � p `�6 -* FINISHED FLOOR ELEVATION x TOP OF SLOPE 45Oal pO ELECTRIC METER-4 x ZONEF.� R R, 4 ,-456 a SPOT ELEVATIONELEV 415.3' U Y/Ucom °�6 A �% /�� �� �� 7 � ��� 456 �J FIRE HYDRANT o \ �g�c ZONE1� R-4 �Lr,_ 1"t��i tl �c�J� Y � 2 s` 54i Q52 tx d SOIL LOG TEST PIT FLAG a ` \ cti a o �F sr Gj vs 454- 454 454------____ _ A S FOUND I N FIELD" z Q 2 \ ° oa 45P 452--- - - © WETLAND FLAG A`� ✓ ° �---�-+'1� "MARKED AS FOUND IN FIELD" 1x 450 ,,�2 �� 44r__ -- Q BOLLARD \ 50 446 111 CABLE TELEVISION RISER '17O k� x� o P - �x �x 448 -fP�� D. W. APRON DRIVEWAY ° 2 A�2 P��� PP Rp _^ PP _448� 444 E ASPHALT SURFACE m fC� ZONL-4 �X g �� h'q< 448 AA6 A --442 RETAINING SURFACE WALL r o� \ �a a \ 3 2 D - - 4 Aa WETLAND SYMBOL 1=LEV.418.4' o} x0 l(� r3�� �1 x `V`� a �P d6 A A2 A \11. t 444 A 5.7' - - - - - - EDGE OF WETLANDS AND BUFFER \ ° BUILDING LINE (V x 2 DPI ti !` CENTERLINE OF ROAD h� O a� a�2 °'A� 438 BARN --- BHP---- OVERHEAD WIRES ( �� p 51 �O , \ 9� x� AAO 1, 1$O SQ.'FT. W BURIED WATER LINE 0O \ \ O Rya d Cj) 6 G� 440 -0 0-- CHAIN LINK FENCE !n (1) WOOD FENCE Q Q INETLAO AREA V \ r' \ o q X ZONEL7 R-4 q36 ��x o EDGE OF VEGETATION 34,135± 5a.FT. O \ �� (� Q � 3 9Ay� F � � O P 4 43$ _ (D v q a A* 5. 1 �. P � TAX RECORD NUMBER mtoWLBG ' `� �" T cN ro O ''6 �+ Q��� m CONC CONCRETE va-ELEV. 421.3 \ o \ cn P� D� m N x� ----_ _1 �G"�L�O��cyJ� R-O-W RIGHT-OF-WAY � 3� p � 2 2 d (o� d o M DECIDUOUS TREE (NOT SHOWN TO SCALE) 32 Q QLJ�l r�}�9g�� �olJ U o u TRUNK DIA SHOWN IN INCHES. VVEiLAND LINE TABLE LINE BEARING DWANCE L1 N55°28'30"W 5.63' L2 S15°10'19"E 24.69' L3 S09°25'03"E 24.99' L 4 N34 °46 ` 14 "W 38. 28 ' L5 S59'44'05"E 25.12' L 6 S20 °44 ' 08 "E 17. 82 ' L 7 N29 °03 ' 44 "W 36.32 ' LB N32 °46'25"W 47.41 ' L9 S51 °02'54"E 53.77' L1O S44°51'02"E 70.99' L11 S72 °17'41 "E 28.34' L12 S87'38'14"E 32.09' L 13 S46 °43 ' 31 "E 38 , 91 ' ry � v \ \ �a� Z 1- 434 -'� ' w TRUNKCONIFEDIAREE SHOWNOINSHOWN 7-0INCHES. SCALE) O p t20 x a \ Z xo p 4�2 "�r°x 1 N ®�� TRUNK DIAAR ESHOWN INOWN TO INCHESSCALE) a �3 f PLRP �i�1f1'T� GR W y n.C�'i� I LBEL I4 W ��✓\� (\co O / n� 1 ���h / \ 1 !?Ox > M "/ / A /�x l AYJ 1 10 F AIRWAY PLAr%r SE 1 YlR f ! P S88 °?0 ' 02 "E 661.90 ' T. F. # 102305g3gO VERTICAL DATUM: (VISITED 03-02--2006) ctrvo>"Rt�roNa ANO, �1n1 � BLARINGMERIDIAN., A BEARING OF N00°02'42"E ALONG THE EAST SECTION' LINE (NA VD 19BB) BETWEEN THE NE SEC. CORNER AND THE E. 1/4 CORNER OF "SEE MAP FOR DETAILED INFORMATION" SECTION 10-23-05. PER KING COUNTY SHORT PLAT NO. L02SO016, ELEVATION ON COPPER PIN = 512.02' AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, WASHINGTON. DPW n -=I-- WLBC Vim WLBA ELEV.426.7' ELEV.426.8' c, Cl TY OF REN TON Short Plat LUA N0. LND NO. KNOW ALL PERSONS BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. STATE OF WASHINGTON) VS COUNTY OF KING I CERTIFY THAT I KNEW OR HAVE SATISFACTORY EVIDENCE THAT DANIEL P. BRETZKE AND FUMIKO K. BRETZKE SIGNED THIS INSTRUMENT ON OATH STATED THAT HE AND SHE IS AUTHORIZED TO EXECUTE THE INSTRUMENTTO BE THE FREE AND VOLUNTARY ACT OF SUCH ACT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED THIS DAY OF 20OZ PRINTED NAME NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES BRETZKE SHORT PLAT SE 1/4 OF THE NE 1/4 OF SEC. 10, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY WASHINGTON METHOD OF SURVEY. RECORDING R NO. VICINITY MAP NOT TO SCALE W z STAT ROUTE 900 w> SITE J z ¢ z D 0 01 z INSTRUMENTATION FOR THIS SURVEY WAS A 1 " GEODIMETER 600 EXISTING LEGAL DESCRIPTION'S ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY, PARCEL C: TAX PARCEL NO. 102305-9358. MEETS CITY OF RENTON, KING COUNTY AND STATE OF WASHINGTON STANDARDS SET BY WAC 332-130-100. Lot C RENTON LOT LINE ADJUSTMENT LLA 06-088— LLA RECORDED 2000222900002 VOL 2191 PAGE 144 DECLARATION OF COVENANT. - THE OWNERS OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS LOT LINE ADJUSTMENT TO ANY AN ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. EASEMENTS THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LOT LINE ADJUSTMENT. PUBLIC SEWER EASEMENT. PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES PUBLIC SEWER EASEMENT DEDICATED TO CITY OF RENTON PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, IS SHOWN ON THE FACE OF THIS SHORT PLAT. THE OWNERS AND THEIR SUCCESSORS OF RECORDED UNDER NUMBER _— -------- ____ _ LOTS 2, 3 and 4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE INGRESS, EGRESS AND UTILITY WRITTEN PERMISSION FROM CITY OF RENTON PRIOR TO ANY EASEMENT AND APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, GRADING CLEARIN IN THIS AREA. NO STRUCTURES ALLOWED DRAINAGE PIPES, AND STORM WATER QUALITY AND CONVEYANCE FACILITIES LOCATED WI TO BE CONSTRUCTIED OVER EASEMENT AREA. THIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE ACCESS EASEMENTS SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. NOTES ❑ Fr RECORD N A TI VE GROWTH PROTECTION, EA :�'_,_MEN T. THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) AS SHOWN ON THE FACE OF THIS RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND SHORT PLAT IDENTIFIES THE WETLAND AND ASSOCIATED BUFFER THE CREATION OF THE NATIVE GROWTH FILLS UPON SAID PREMISES FOR KING COUNTY AS PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE APPROVALS: GRANTED IN DEED RECORDED JUNE 5 1985 UNDER LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF RECORDING NUMBER 8506050790 PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, APPROVED THIS ___ DAY OF --- — ----- 2007. MAINTENANCE OF SLOPE STABILITY, VISUAL AND NATURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITATS. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ------------ M----- — ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON CITY OF RENTON ADMINSTRATOR-PLANNING/ BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND BUILDING/PUBLIC WORKS OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED WITH FILL, REMOVED OR DAMAGED WITHOUT EXPRESS KING COUNTY DEPARTMENT OF ASSESSMENTS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT TO ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR EXAMINED AND APPROVED THIS —DAY OF ,2007 SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR - TAX ACCOUNT PARCEL NO. 102305-9358 RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF ,2007 IN BOOK OF AT PAGE AT THE REQUEST OF EDWIN J. GREEN JR.. 4 I •Val 11 1. THIS LOT LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY SUPERVISION IN CONFORMANCE WITH STATE AND COUNTY STATUTES IN --------_OF 20O Z EDWIN J. GREEN JR. CERTIFICATE NO. 15025 DATE 6210 '' ►►' T PHONE . * 18 FAX • •i• ' • pII 10 PO RTION O SE 114 OF NE 114 , S.____ T._?3N R._ 5E DWN. BY DATE JOB NO. REVISION D.P.B 103-13-07 CHKD. BY SCALE SHEET 1 "= 40' 1 1 OF 2 2 , SE 114 OF THE NE 114 OF SEC. 10, TWP. 23N., RGE. 5E., W. M. CITY OF RENTON, KING COUNTY WASHINGTON GRAPHIC SCALE 1 "=40' BEARING MERIDIAN: A BEARING OF N00002'42"E ALONG THE EAST SECTION LINE NORTH LINE of 0 40 80 120 BETWEEN THE NE SEC. CORNER AND THE E. 114 CORNER OF SEC. 10-23-05 SECTION 10-23-05, PER KING COUNTY SHORT PLAT NO. L02S00161 AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY WASHINGTON ' Cl TY OF REN TON CON L POINT NO. 1845 03102/2006 — -- _ FOUND 4 CONC MO UMENT N • E. T H STREET — �—" ----- -- — 1/2 ; COPPER PIN, DOWN 1.5 1N CASE "PUBLIC ROADWAY" N.E. SEC. CORNER OF — S-88T6'10� E 661.78' CALC'D SEC. 10-23-5 M s88'1610E 431.69 SITE BENCH MARK: -® I SET 3/8" BAR & CAP "GEOD LS� 15025" "TYPICAL 140.00 70.00' L1 10a.a4° ATCH BASIN WLB5j 121.65' 70.00 0R-O-W RIM ELEV.=469.24 7a.00 80.03, - � S88'16'10"E WLBB W r 54' �, PRIVATE INGRESS, EGRESS N 0 W M AND UTILITY, EASEMENT `Al } o 4 $NAREA 9,446SQ.FT:" r Recording 20070305000718 1 O ��Is NvLB w .. N , NET = 8,192 sf � N e / o . shy N ® 04 — 50 ,r z , p z 188'16'12"E .69' O S :;: gp�s� (♦. WLB EASEMENT AREA o N0a'02°42"E °, . INSIDE LOT 2 30.00° 926 SQ.FT.+7 WL810 'j r' S8816'10"E m cv � <�`� SW 6°1 25' S80'2$'a7"E 30.21 WLB1 a._ J P 30' PUBLIC SEWER EASEMENT e ®` 10' PRIVATE DRAIIWE WETLAND EASEMENT BUFFER �8 FOR LOT 1 OF TH! \ LINE 'n N `ems SHORT PLAT ®LOT 4 ® \ co cv AREA= 52, 878 SQ. FT. `1911 \ ® 1 w NET AREA = 21,175 sf 0 ` \ Born to R WLBG^ be removed eN WETLAND IN LOT C=31,121 Sgff> ~— e NATIVE GROWTH <'®®® o PROTECTION EASEMENT S. LINE OF N. 50 ACRES OF N 1 /4 WETLAND N 0 TES: 1) THE WETLAND FLAGS AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ABAM ENGINEERS, INC.,' ON FEBRUARY 17,2006. GEODIMENSIONS, INC. LOCATED THESE FLAGS ON MARCH 2, 2006. THE WETLAND FLAGS SHOWN ON THIS MAP ARE MARKED AS FOUND IN FIELD. WETLAND TABLE LINE BEARING DISTANCE L1 N5528'30"W 5.63' L2 S15'10'19"E 24.69' L3 S09 25'03"E 24.99' L4 N34 46'14"W 38.28' L5 S59'44'05"E 25.12' L6 S20 44'08"E 17.82' L7 N29 03'44"W 36.32' L8 N32 4625"W 47.41' L9 S5102'54"E 53.77' L10 I S44'51'02"E 70.99' L11 S72'17'41 "E 28.34' L12 S87'38'14"E 32.09' L13 S46 43'31"E 38.9i' S88'20'02"E 291.78' S88'20'02"E 361.78' S88'20'02"E 501.84' Q� J� aI LOT 3 BUFFER AREA=3,262 SQ.FT.+/- WETLAND AREA=34 SQ.FT.+/- LOT 4 BUFFER AREA=13,407 SQ.FT.+/- WETLAND AREA=30,954 SQ.FT.+/- 1; L5 20' DRAINAGE ESMT F( LOT 3 AREA=11, 686 SQ. FT. Net = 10,280sf. - Li2 WL8 e `�`�� 70.00, ` - —Ar - WLBC WLB8 LEGEND FOR MAP PAGE 47 FOUND MONUMENT ON 0310212006 AS NOTED 0 FOUND REBAR AS NOTED SET 318" BAR & CAP "GEOD LS i# 15025" {� CENTERLINE OF ROAD NEW PROPERTY LINE WETLAND FLAG "MARKED AS FOUND IN FIELD" - - - - - -- - - EDGE OF WETLANDS — — — — — — WETLAND BUFFER EDGE 6'10"E .01, C' L3 7a.a3 30' PUBLIC SEWER EA MENT� JOINT USE DRIVEWAY �I �IQ L� b �I 50' DRAINAGE lcc;cz EASEMENT w "`FOR JOINT USE D�IVEWAY \ S88"20'02"E SET 3/8" BAR & CAP "%0D LS� 15025" "TYPICAL 140.07' 70.03' LOT 1 5521 NE 10th St LOT 2 LOT 3 LOT 4 OR L; r N 1-- Lu � J N 4 ci ca tti to $li in C4 N 0 z CITY OF RENTDN BENCH MARK NO. RENT21 1 03/02/2006 1 0 11 FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN DOWN 1.6' IN CASE ELEV. ON TACK = 512.02' E. 1 /4 CORNER ' OF SEC. 10-23-5 00 co 10 z1 15 14 CITY OF RENTDN CONTROL POINT N0, 1852 03/022�200s FOUNDD 3" SURFACE BRASS DISC WITH PUNCH MARK SE SEC. CORNER OF SEC. 10-23-5 VERTICAL DATUM:(wsi7ED 03-02-2006) CITY OF REN TON BENCH MARK NO. REN T2101 (NA VD 1988) "SEE MAP FOR DETAILED INFORMATION" ELEVATION ON COPPER PIN = 512.02' REFERENCES USED: CITY OF RENTDN LUA-05-108—LLA, V.197, PAGE 067, KC RECORDS KING COUNTY BLA NO. L02SO016, V. 175, PAGES 205 AND 206, KC RECORDS RECORD OF SURVEY, V. 15Z PAGE 83, KC RECORDS. d Ur C D m 04 C C 0 11 z 0 V) w ry 0M IN IE R S: DANIEL BRETZKE 1313 33RD AVE S SEATTLE, WA 98144 PHONE: 206-310-2190 AND LARRY ROGERS 5603 NE 110TH ST RENTON, WA 98059 DANIEL BRETZKE 1313 33RD AVE S SEATTLE, WA 98144 PHONE: 206-310-2190 GEODIMENSIONS 6210 FAIRWAY PLACE S.E. SNOQUALMIE, WA. 98065 PHONE (425) 458-4488 FAX (206) 686-2950 SITE DEVELOPMENT SERVICES DAVE DOUGHERTY 310 208TH ST SE BOTHELL, WA 98012 425— 481— 9687 425-485-7199 (FAX) NEff"1/49 S-IYEC. 109 T. 23 N, R. 5 E99 W.M. SURVEYTNOTES LEGAL _ i NS i BRETZKE: Lot C Renton Lot Line adjustment LLA 06-088- LLA, Recorded 2000222900002 Vol /Page144 ROGERS: Lot D Renton Lot Line adjustment LLA 06-088- LLA, Recorded 2000222900002 Vol / Page 144 VERTICAL is DATUM: NAVD 88 BENCHMARK: CITY OF RENTON BENCH MARK NO. RENT2101 FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN DOWN 1.6' IN CASE ELEV. ON TACK = 512.02' E. 1 /4 CORNER OF SEC. 10-23-5 HORIZONTAL CONTROL: BEARING MERIDIAN: A BEARING OF NOO'02'42"E ALONG THE EAST SECTION LINE BETWEEN THE NE SEC. CORNER AND THE E. 1 /4 CORNER OF SECTION 10-23-05, PER KING COUNTY SHORT PLAT NO. L02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, WASHINGTON. Pi ?''I 1 y e 1 /�+ QLa 77 77 SE 1113 12TH SST T sT zz f ti SE 112TN ST_ SE LU SE 112TII ?L N .SE 1 H 11371 i�l 'I 3Ziyr"s4 ✓J,, k f 1� Y ;{i- ST •i L I SE v 114TI1 QJ rf41 •-t NE, b �3 sF t16T11 1 ST ';' r 11 0ST L E fu x i r r" St 115 T itt�. PHxPL rI1 nt SE 117TH 9TH I'1 C �C 118Ty •cC ST cc N6 RTN; SC SE �I - LU [ � 118TH SST cc IS SE 120TH 12151 Si - r� "C ST�^} z PROPERTY INFORMATION BRETZKE RO GERS SITE ADDRESS: 5521 NE--, LOTH ST 5603 NE =OTH ST TAX PARCEL Acount No.: 1023059358/023059357 BEARING MERIDIAN: 3 2 A BEARING OF N00'02'42"E ALONG 1NE EAST SECTION LINE BETWEEN THE NE SEC. CORNER AND THE E. 114 CORNER OF NORTH LINE OF SEC, SECTION 10-23-05, PER KING COUNTY SHORT PLAT NO. L02SO016, 10-23-05 AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS ¢ OF KING COUNTY, WASHINGTON. CITY OF RENTON CONTROL _ POINT NO. 1845 p o3/02/2006 FOUND 4" LO N L1J 10%� % — — — _ CONC MONUMENT WITH "PUBLIC ROADWAY~ 1 /2" COPPER PIN, - S88'16' 10"E 661, 78' CALC'D DOWN 1, 5' IN CASE N. E. LLA --- SEC. CORNER OF SEC. o Q y `� 10-23-5 O \[ roj 3 131.56' S88'16'10"E 431,69' 100.04' SITE BENCH MARK: N ® 2 ® WLB� 121.65 321 70,00, �� 100,04' 100.04' CATCH BASIN R_O_W RIM ELEV.=469.24' LlJ SF j BUFFER AVERAGI Li 14),00* 80,03' S88'16'10"E Q V LOT A LINE NE r t AREA= c w, 11,431,83 SOFT, po o N o o N to t!) NOTE: I Q N e a a t M' 441 o 0)o - of :� FOUND NO ENCROACHMENTS TO LLJ a WL86, SF PERTAINING SUBJECT PROPERTY. 1 w k v w G 00 C4 N �J m F �� N N ^ ADDRESS 50 rya o 6� n`O o N p p LOT A 5501 NE 10TH ST n ,4 ` S88'16'12"E `as t.s9' vet LOT B 5515 NE 10TH ST W ;` LOT C 5521 NE 10TH ST W g F wee <a \ � 4 - LOT D 5603 NE 10TH ST N N N00'02'42"E LINE E S80"E 3o1 NO N `30.00 NEW LINE weto \EW S8816" 9 E S88'16'10"E0 N ` < a S88'16'1, -E 70,03' O S ® O S 8'16'10"E �0.00' cv 70.03 N WLB1 t Gy N 70.0 o CITY OF RENTON „ o <�\ 140.03' BENCH MARK NO, RENT2101 0310212006 FOUND 2" 10 11 Z NE DIA. CONC MONUMENT j WITH COPPER PIN DOWN Ui 0 1.6' IN CASE ELEV. ON w o �� BUFFER o�10�aF TACK = 512.02' E. 1/4 POIN,°NO 802 CONTROL �O 9• T LINE \. eo CORNER OF SEC. , a '' F W 10-23-5 o C° 03 212006 FOUND 3" vtiBG� O I ��`� C) SURFACE BRASS DISC �Q�P — p W WITH PUNCH MARK SE N10 11 SEC. CORNER OF SEC. NATIVE GROWTH � z 10-23-5 PROTECTION EASEMEIe ' I ° z 15 14 C �, aWtBE L 12 Wit ` I O 1 ********COVERSHEEi' 2 * * * * * * * * GRADING-TESC 3********RDWY-® INAGE 4 * * * * * * * * SEWER PLAN 5********PROFILES U'1 U E .. 0 U Lu 171 2 a o � r 0T N Ln Ln C) !1J ® N N M m Ln a I -LXELIMIIN 1--v z SHEET: OF: n r- 0 �_l s 0 6 z If z 4� CQ mr--i m I 0 row NIt I m 6PM O ■ z 0 V) LLJ X E 1/2, SEC. 10, T. 23 N, R. 5 E, W.M. SSMH TE=424.3 IE=411.5 QUARRY SMALLS —P I H OH iz: DURING CONSTRUCTION 4LZZ;;7� z i, W . . . . . . TE'l 4 41- 24.07 X IE=4.2032(W)- ASPHALT ROAD -V A r 0 1'r_420._27(E) 1. HP EARTHWORK QUANTITIES: CUT = 1,800 C.Y, FILL = 1,800 C.Y. QUANTITIES ARE APPROXIMATE. CONTRACTOR TO PERFORM WORK AS REQUIRED TO BRING SITE TO FINISHED GRADES AS SHOWN. X__ 0 u Y 3, vi - . - . . (� . - 1� , I . . . . k (J4 E WE-1-M $t -'PuBLICCROADWAY" 17 lox T 0 (0. m b) 07 OH 170— P,- . . .......vt�_ v . V . . --------- 470— —470— S88 '10"E6 LU — W D Y AT F'A'SPHAL f LOCATION OF '0 x EXISTING 5' S1DE,ML_r\ j 9b EWER LINE fJ . . . 170 07' CAL C'D N rl 00 aso 4,z� Oth, St. rg� NE- I 4 p -)I c� X EDGE OF V� ASPHALT. I A D. W, APRON AIR \A SI TE BENCH MARK 00 X CA TCH BASIN c Dj be so, ELEV. 415.3' 00• 0._06006 0 0 RIM ELEV.=469.24' 90000 00 0 .... �000 oaoe*@ j 0 000 W LB� ELEV. 415.9' WLB2 ------ U — vv Q) S88-16'10"E luu.C)4 r FL 6.0, ELEV. 41A2'\ \36 ll;tv \ �J 70.00',,,� ( 17 GRADING 4 S88*16'10"E 70.0,3' V y I I � I OCK Ri Y. DPWL3 ELEV. 41 EXST R E LOT A P OF\-1- olIMIT �D -A _,DING LIMIT _v:. WL_ NQT 0 'CLEARING cl H T:�l 5.6�, A- '�5(5' 466 cl 0; � I x � 6 6;r 01 �11_ X N 6 LIMIT 0 Al 0 468 cl lb WLB6 SHORTS CON� b ELEV. I ,01 0 467.6 4 4 RE R�MODEL vv\��\� v �, v y v �s 0 LOC�r X, GARAGEGA In AGE 10/ ,B UFFER TOE OF SLOPA 36 \ SQ.FT. , 0, CAR=429.0\ AVERAGtNG FF=4214�° ` \ \ \ \ xs� c� �- V ��� � \ I A vv\v Q\ ��� \ Q x M \X 6, • tX GAR=437.0 V tr a WLB6 10 ELEV. 415.8 FF-434 8,, 4 GARS ELEV. HOus� TL9 z P B'7 44 FF=44k ll 415 8 ui VC > 475. HOUSE + xl c, oz X 4 a EA VE ELEV 2� C14 I . 1 c t�^ 4 75. 18 :1�6\ ;3 4 .0 0 CON' P/L=CLEARING RE M AVE_-� 01 GRAU'l, >0 LLL V. z 41 LIMIT DPW A \,466 NLB8 41 -0 F. F. ELL CN X X 46 0' 415 0 t>1,01D '\\ DPU1 8 �4 415 7 45t . ELEV. 4 _lD c 41 5603 ( �[F PEAK ELEV. _y- _----�480. 08' 00 CLEARING LIMIT HOUSE N D P,,,", 12 0_ BUILDING FOOTPRINT 466,6' CLEARWG AREA 1,298 SO.FT. I M I T vu F.F. ELEV. X, 0- 459.8' 7 \7 1'_ 0 ROW WLB9 7� 061 13 1 -- ELEV. 416. 1' LOT C) /L -KERY. MAX cp v C, 1 0 X \x4� i WV' 0, 8, W 0 —22-06 5 WLB10 ` \ ^O\ AXr` \��� 70.00 ®4, X FOUND REBAR C) 0� cl Q) N�_ OFFSET 0.2' W & L4' S N_ EVA TED x 434.25 ELEV. 415.6' _IG 464— OF PROPERTY COR. DECK 2 "HELD" 0 4i, S881 6'10 "E 70. 03' (6 0 A% 4 CN o® -woo, t 70. L'i SHED x,,\ -4 4 458 4�, 4 2. '00 WLBI I Jf' UP -')L \ X!" -v ELEV. 415.3 ®• V' p P % 0 0 -44-1-0— AKIN X_ 000 56 ly 000. .006 0) 00 — -4 J;LL _7 9- --t 434.25/ 1�, \ Gov a 9 452— --452-- \\��2 1 7 we —448 45n__ V'. 0 A 450— 4 — 446$ —448 0 V 0• �4— A GRADING LIMJT —448 ................. 7 \ \ �� \ 1` �% L1`MI T 00 7 70 lw_ WLBH be A Qlk >/ 0 l/_0 1111A ELEV. 418.4 M�4 00 ........... Z .. .......... V/ 4 X \ \ \ \ \ r'' LOT' ' /� ; : 4 ....... ......... ........... 6 ... ....... '_' ...... , A, ... ..... .. :10 * I I ....... .... ...... ...... .. LO...... ;/./ ... ....... VIETLAD AREA 1------- 440*G' ' .".' .;4,.* ."......... �/X...................................... ... ... ...... .nT' 34,135± SO.FT. M AX WA I LR,�� Jv Y� ... .............. S ...... .............. ....... . .......... ... ....... .... ........ ...... .................. . ........... INSIDE PROPERTY L WLBG LE V: \4,2 9. 0 PER THIS SURVEY MT ELEV 421.3' ......... x ..................... .......... A .......... ... . ...... ........ . ... \1,060 SQ\,,,FT, WN Wg"202.0 ...... ........... ...... ✓............... .............. ............... "I z ......... I ... .............. .................. x TOP OF'�, BERM, ..................... ................................ .......... ....... ......... . ..... �\ \ �'.... :�, ' �'',�. ,;. \. r , ✓ . . ...... ................ .. . .... ,,43070\ .. ....... .............. . ........ ................ ....... ........ I .... ........... .......... ... ........... .................. C) %,.!�.,-�V., * , , .... '' * .... , ..... \I ....... ........ ........................... .. \,. I ... I . . . x ....... .... ....... ..... .......... .... ...... t - �1' < .... ;"v ...................... ........... ....... .... ........ I .................. ........... !� .'' ...... \ ......... ! .......... t�p BOTTOM `OF .............. . .............. .......................... ......................... ................... ... .................. ...... Z .................... ........... I ........ .. ...... ... ........ POND,!, 425;��O ..................•............. ........................... k ...................... ............... ....... ..... PLACE EXCESS ...... ....... ... ...... ............ :1, I ...: ........................ ... .... ........... .... .... TOP OF FILL.'. .'.'.'EXCAVATION. ........... ..MAX 5' DEEP. ...... Li ....... ........ ..... V.-AVG=2.4 ......................... I .. ...... ................. ..... 'VIV . ........... .............. WLBF .. . . ........ ... .... .... 1 11 ............. .... ......... I Yv ELEV. 421.0' .................................................. ............................ I E3 - .... I .......... .. I ...... I ............ —428 — .... .... ............... ......... I .......................... X . .. ............. I . I . . . . . . .1. . . . . . . I - - I -<_3 ..................... L I _2 ..... • I ..................... WLBE ....... ...... .......... T. .......... ....... B D v INSTALL SEDIMENT T,�)W, IN AREA OFV,\ ° I % ; .. • ..G ..1. , ....... '....... IS BARN v1 ELEV. 42,'� �5' REMOVE AND REST( R AAFTER SITE IS STABILIZED. ........ ... SILT FENCE "� .................. ....... ...................... ...... POND NOT TO BE CONSTRUCTED IF ALL GRADING IS ..... .......\............... ..CLEARING LIMIT. V""'. V, - I I I V.DPUL2 ....... X FOLLOW EXST FENCE ...... ''I ...... COMPLETED AND SITE STABLIZED DURING THE DRY SEASON 4'�Z6 TOE OF FILL 0 1 0 — ® I �l o-71 - 0— S88'20'02"E 3,31.77' 70.03' S88'20'0 "E 170 07' ...... LO V) Ld X Li V) uj u N V) Lu L,) Lu t CL Lr) ofry-00 > :J LU C) u L n Lu cn ca Ln S88*20'02"E 661.90' —50,000------ %,1 ly Oil- IF? T.P.# 1023059390 WLBC WLBB Vv'_ B A DPLJL3 ELEV. 426.7' ELEV.A -2 6.85' Pr"'IT" AlKSHEET: OF: d z 0 A O z w c\? cQ o CJ W. r 0- o 0 - P, ro 0 O'GU Y 01 -mot 0 -----x W R-E T1 0HR---�0H Hp w -4110- -470- w" Y Ait - - - - - - EDGE- OF -ASFIH,,�L T yq LOCATION. <Q)JINU 5' SIDEWALK �'SEWER LINE . . . 1:70,07' :b`� (b MA XS! TC"�7-- - 1mcf �o/ 0m// EXST CURS Oth S . . . & WALK 6" '4185 D.W.APRON WLB/4 �A' -\S/ SITE BENCH MARK: ,::) Qj S88'16*10"E VV w CATCH BASIN 41- ELEV. 415.3' 4' RIM ELEV.=469.2 WLBI V. 415. S88*16*10"E ELEV. 41 ELEV. 7 100. 04' WL B 2 WLB5 70.00',,\ S88*16'10"E 70,03' 41- 2'\ rcvcT .01 )\ 6.0, \36" \ � �) I �'-- \ \ , �-CB#�"�,`IOTWTYP� /I -- , 1'1 a DP L3 161 0 R-O-W \�LOT A) OFFS co Z. TOP C c --T E = 4 48. 1,,� 7b� NOT IN, I -$\T "•u IE=4454� -1 Q89 �' g t, 468- < P-L A3-\- 0 �Spl' T N 0 T IN\Q6 0 LB� SH RT AT 51-1 Erf� ELEV. 4 CONC.-A.- 11 \ \ 467. v 1b LvC/KM'ODEL ELE 4 .0 X GARAGE 36A 891 SQ.FT. G AGE F BUFFER TOE 0' 'SL 6PF, �VERAGING t'R "I [N G X\� RETZK 4 7 P WLB ELEV. 415.8 )B 7 /7 0, rI+OU.sE 415 0 E VE EL 1�0 uj --J - MA ELEV I c� X�� x HOUSE, e, 9 LAVE ELEV. RE 81 1 1475.18' ±�'o p LOT 1 TO tro "c ti 00 O1'vc- a. 'To 8 X41EM A I WIf A 101 ELEV. 5. 10 z z D66 DPWL1 1\ N \ -1;1 �y \,A ELEV. EV. LB8 A .1701 x & 415 0 <\ 468.0, uj 415 7 DPU1 -q5� - - 3 (FF. V. PEAK ELEV. N, x D�q- 1 56 - I I'/ , BUILDING FOOTPRINT 466. 6' DP 12 A 0��480.08' AREA = 1,298 SQ.FT.± 0 �\\��1I 0R CID F.F. ELEV. C DGIRS T 1 'li'LB9 LO "�x> 416. 1' El T 1 459.85�65-u' (a) II cp `1 0 'Of SD L A\�� EAVE ELEV. -6 1 1 IN PA TIO 461- 4 /Z�). 3' + cl. 0 Svc j a \� �\ s 05-22-06 1 \g \ L x FOUND REBAR WLB10 L\ V, C) D-WY LOCATION TO -j x 72\51 R tK OFFSET 0. 2' W & 7. 4' S ELEV. 415.6' 3F x EDGE OF A 464-- BE CONSTRUCTED OF PROPERTY COR. \ \ \\\ 25'R EL EVA TED x 70.Wl♦ DEck "HEI D e W[TH-4BUILDING PERMIT -462- 000 S88*16'10"E 70,03' 0 r) -460- t6 -x N cy) Z \'�p 70 00' yv C) x Q\ kAl WE 70,03' p) '.) I \ - \NLB 1 -1 ELEV. 415-3 -456-- SID ESM'T OVER 0 7- 0 0 - - - - 456- C) 6REILKL LOT 4 x 450, vv'77 yv 7757,- 454 cp CF#RVWY--4 - - - - - - - DWY-3 -A5 B#R +-749.06 2-- - -6.-83- -452------_\_XxN 0 TE = 44 ----448- `TE=442.73 IE=4-3,9.73 - - - - - - - - f461 0 - -448 4- 0 c' 25LF 12 -444- N- 442- -IN �1 WLBH DRAINAGE E$NtT- ELEV. 418.4' 5 Bq LOT 4 10 'b 5LF 12 119! 44e- 0- �// Illy" 1\ ��/x . I 1� N'-� -444.25 1-438-- BARN st� 0 40 RETZKE 0 1,180 SQ.FT. V !E=439.3�(ALQ LOT 3, /Z - �R�S VVE ILIAU /-in-,'A %. - z I- I " IZP '134- - -) ' ;/ / �"r c� L. ,;ZD I \ - - 34,135'-+ SQ.FT. ka I . 1 r), "� I . - N ROGERS - - - INSIDE PROPERTY b WLBG -430 LOT 2 PER THIS SURVEY 1\ ELEV, "21.3' z :=80LFj 211SD 2.94% 0 op co c) CN Y )v I/ 14" o x lei CB#RDWY-1 z 52 0 (b 43 TE = 430��- C) I =424.0(ALL) 2 E 4 DISPERSION (o WLBF os 428 TRENCH, TYP x ul) ELEV 421.0' �// Lu 4124 428--- L 12 0 x WLBE X x Lu Lu W D I �- - - - - )--] in 4 Lo ELEV. 423.6' 'q- L - - - - - - - - - - - - - ELEV 4. a 42 0 OUTFAL DISPERSION FOR R YNIII 0 RS LOT 1 4 " 1 /1' DPUL2 SITE RDWY/ DRAINAGE ....... �x Lu -0 0 /1 ESMT 0 100.04 70031 - - -------- I I /I *Am " - " S88*20'02"E 3,31. 77' 0 X03' 77"' Al;�� ul) D A S88*20'0 "E 170.07' S88*20'02"E 661,90' 1 1 1 �1 'LB B T.P.1,-V 102-3059,3-0/0 V\/LBC WLBA ELEV. 426.7' ELEV. 426.8' I t- CITY OF R.r!'N 4 A DPUL3 n. c ym �s H E E T: OF 5 R�,,- n k n c a r CD �� Lr) � � a 3, 4 a 11 Q � Q r) p Cy Q y� } W W n. a Q LLJ 0 z O W 1 k 1 CB r TE= 42.4.07 N. N IE=420.27(E) IE . 420.32(W) L\ O SSMH TE= 424.3 IE_=411.5 (NEW IE IN: 411.60) N. , 2 3:? o`. 'PUBLIC CROAD N%A Y' -�� � �- , -SSMH1l 1�.. �' �iy b\ x l . 1 .i WTE4-3-7- --=-�-=--- r� � 1 e-- x 0472 _ O -� O - � "� O 7- Q p;0 , �g ®� O x \ r RE T x OH OH 472 u i\ D \\ j boo u�o- --------_______-OH W. S88 }6\19 x . �- , Yr - < r; c - _- - i -- -, . E 66�0.91',CALCI'D IE=�426.51,{OUT \ ., l -r; i- -�- w y ` -470- - - - - - - -470- 1 ��-----,-- _ IE= 426.60 1N j �' w \ - n. EXIST l ING 5' SID EWALK U •� / �ti LOCA.TiON U 1 �.. ®- / - . _.-Lr- SEW R .LINE - -r' -- e --- a - 170.0 /' CA_ C'D 6' API ( . oN A EDGE OF'ASPHALT I -G - ELEV 415.`� \ .� \ `,� h / D.W.ARRON f 33icE I SITE BENCH MARK: o - \ . - - ELEV. 415.3' \ f'� \ ' ® RA \ \ {o m �' rAQ � �,� \ \ n \ C \ O CA 4' X � I RIM E_c 69.2 ELEV. 415.9' WLB2 WLBS Q \ \ \ -� \ \ i _ R-O-� �� \ O~!` \ \ \ \ S88'16'1 ,� ELEV. 416. 0' ELEV 41- 9' c� \ 30 \ \V � " \� 70.00 \ \ 70. .� - v v A ��y 0 "E 100. 04 � �� , ` 00 S88'16 1 D ' \ \ MXSt',\,y x v v �� v 1 v, v E 70.03 y JPWL3 \ \ \ \ \ \ ( & \ o 1 - . O Q �. x \ ❑ \\ \ \ �fOP OF Cj`-'_ \ x+� �sG\sQ\ ' �s;�° \!�� ate\ \\ \\� \ \� bo ��g ` \ N N TIN. 7, v y vx / �. WM FORv ROPERS ,G 5\ I I �� \ ��� \ \ \ I 4a. o 1 N � SHE PLAT, 10 `� v vx.- v. v v LOTS �t3, AND, a / I= o 1 ox N®T I_ o� v v v V A v <-- 4. v / I \� o DRET� LOSS 2 \ \ , \ \ �' �� o l \ i \ I �" b k \ \ F.F. ELEV. k6 b a - CONC. n. p 0� 4�lLB6 i 4 , SHORT, LAT \ ELEV. 41 .0'1 x / - u \ d' \ `� S ;: I -I R / 4 \ \� ( E r x z Q�6 �� \ k6� \ \ 467.6' \ D x xv Q v v ,� v RELOO f ,u ODEL I / - - v- - l r �o' GARAGE A� - o/ W -B U F E R v v �� .- s � v v v _ �+GE 1 -I 891 SOFT. - i ' TOE OF SLOPS s F a ��. \ \ \ �� \-I, \ x \' ` Srsj a a v AVERAGING v v �� . vA -I a ti�Q Ig \ F,4 4TYP WLB6 O �FF=434ELEV 415.8 rn \ \ Q a. �I 1 oFF=446PB7 ci 415 8 V A \ u1 1 \� y A \ O \ �� e� V I x •�` I �� \ \� \ V^� ��o I b�1U.S TL`R VE ELE N Y \ \ \ \ l \ \ \ \ I Q r a ,P , HOUSE ul �' \� \ \ �x \ \ \ F 475. f r w \ v MAN o BRET�K� \ . LOT 1 �,�'® ,2 ��e y� �� V �v L}AVE _LEv.,� �vti N \ \ C \g \ S \ 475.18' +� t 1• tt �AI \ \` \ \ A �o N \ \ A\ vvv \ \ \ v I ELEV. 6. \ - v �, A ` Z I- 9'�jsF ( \\ V A `�� V `_� a d d �� \ \ \ - m F. F. ELEV. DPWL1 41 1 \ \ \ \ ,. ,Zf I o.fF s I T. t \ \��\ \ , \ \ ` \ s i LB8 co r ��y ` �o F o 0 o �� �. �` ( �\ �466 �o x1 o 41 a \ \ 3'�" ®�. ! �p I 1 \e L ��'GLsc, p 1 \ �\ \ �\ x A \ D P U 1 \ F. 9 F✓ s \ x 6" 468.0'�W z15 7 \ V A �'`� i �r / A d � s o \ \ ' I HOUSE NO. 5603 F.F. ELEV. I cv PEAK ELEV DPw12 \ v 1 SSMH x - �_- I \ \ �� �/� r \ \ \ �� 1 AREA DING 298 SO- P \ y / 166.6' I 480.08' I `� I WLB9 \ T, IE�426.9\�{DUT�� I ���o���'<" � �� � s��� ��\ \\\ �� \ I \\ \ t �� � � -' � R�GERS F.F. ELLV. I z 1 ELEV. 416.1' - -I 1 n� \ ✓ o \ \ \ L®T 1 459.a' \ \ ` e � rn \ b`1do \ \ c \ I ,J/, \ .-; I \� \ \ \ \ I EA VE ELEV. \ \ \ lb\ a 4 75. 3' 'b x 1 ' 7fiLF 8'®SS , �� `\ I \I _ _ "- \ \ �05-22-06 WLB10 A V A \ \ \ �� ��-��-- '` v (--` VA V A �A \ - -`�-- _f \fix ELEV 415.6' \ \ o ®. 5% 6� - - x i \ \ \ \ \\� a g - - - - FOUND REBAR x EDGE OF �� 464- - - \ \ \ \ \ Q \ \ \ \ \ x �� N x , tK OFFSET 0.2' W & 1.4' S ���' ELEVATED x�V p° OF PROPERTY COR. 70.00'ro- IN \� DECK �a - - - - - - - -462- »HELD" .® \ \ - \ \ \ v 1 _ ® C \ 7oA� rp _S8-8-'16'�1°0 "E__ 70.03' c60® _ _ k DISPERSION 1 p CN N - 4 0_ - -� -�w �4JTRENCH TYP W SEWER �p®- G to -x �MEN I _ WLB11 v A \ �, ,45� •O � - I ELEV. 415.3 Q \ � �� E S T � � b� \ � / � � -�, r: � �� � \ �- - �' �-- 0 0 \ V A 6- LO - - -456 - - - - - -456- \ \ \\ \ � v vv v vv y !"S0 1+933LF 8 ._- - `452�6 �. �- - I- _ - - -- v � n�7� � ° o TE=44-6.5°` - �5I�iiI � , x° ^T0442,83 42\7.4 OUT)�I.7I140LF 8�SS ---44g�/2�. ---- IE=432� IE427IE®42 .2 OU� WLBH bl446 - - - - - - ELEV 418.4 \ \ \ \ \ \ ��) \�30 \ � i 7 zl�r 2,, � � � - - - - - - - - � `� � � - - \ co LOT 4 �\ �� / cir / ! 438 BARN \v v �'o /� %� FF=432.00 I' �BRETZKE 9 ro y\ k //Ir LOT x� �\1,180 SOFT. ROGERS WETLAD AREA �A \ z3 j \ Iw F=433.Q0 434 _ xI �/� _�3 xLOT 3 34,135'+ SQ•FT. \ \ ",`�iv (_ 8- 3 SIDE PROPERTY�3 (R�OGER-SPER THIS SURVEY VVLf�G\\ - f//r';�� //3�/ ELEV. 421.3 - \� \,5o I %; /�// r /�i%, : � /////� � o / � \Ln ` x� ,�, I FF=436.00 Q I I °p p r Q N _� V A I I d �� �'� \\ \\ �� p�ra.• �x.� x0 ( �� I� Yv t IN, V A v I I v4ILr-3F �� `\\ �Ao �'-4 28 x \ i 1 I i i x� \ I I ELEV 421.0' T 424 WLBE L12 0 \ �x / \ � I I x` ELEV. 423.6' UlLBD x �� E v yL I / - 1- - - G - -- - / , Ai ELEV 424. ��o p �5- o �o L ! _ xCb 11 --0^�21' 1 ® 100.04' \ 70.03' S88 20'02"E 331, 77'�jt- 588'20'0 "E q, F?- 4 50'000 17007 � • 44 / ,yyy 1 T� •� �'o ¢ c� e V) LK wUO Tce �Lnv6¢Nf� ~V) Lu 00 w o�Ln Ln cc 88 2/0 02 E 661. an' C'9`sv I-t�):K-_1. Eli'_ T. P. # 70 5059390 DPUL3 0 WLBC LBB %,-BA ELEV. 426.7' 426.8' a P BRETZKE ROGERS SHORT PLATS PRELIMINARY Landscape Plan,: T 77 7- ASPHALT RPAD -V X . . . . . . . . . . s. P Idl.1 . . . . . . u Z "goti „.. _ � ►. ,. �, a \, \ �l"",���',,,",�,����.,:,I�: Gas— Prn ./.. --'�\SITE BENCH MARK: VA CA TCH BASIN ;�::l NX grou-nd-&ver ..... RIM ELEV.=469.24- 4 OZ III S88'16'10"E 70-03' 1110 9,/ 11 . - - ar & JL �A 0", Fp A k N, N4 m 0 F. F. ELI \\\ 01 �,\\mggwm • is \ � ,,,' m _,., \\, \\ � 'i ♦'N' WL ELEV. 41 � 01 W N Wx GARAGE gmw '891 SQ.FT. LOT 8 GAR=437.0' FF=434 i x \\\N1 III WLB6\\N, ELEV. 415 V 'R 41640 t io� olso <1 "NEW", uj \gg\ rou n\d 41M' e Q 8 ovr #(0 w P\,Ohl DW '0 ELEV. E�LE V. 7 PEAK 41 St 0. 5603 FOOTPRINT DPwl2 466.6' AREA 1,298 SQ.FT.± '-O—ROCKERY. MAX F.F. ELEV. HT: 10.8' WLB 9, s \�\ 45,9.8% ELEV. 416.1 REN EAVE ELEV. tK 475.3' lb 05-22-06 •FOUND REBAR WLBl 0 ELEV. 415 6'",, 'INN OFFSET 0.2' W & 464- OF \, ., �. r PROPERTY COR. 11HELD" -462� Bil 415.3' '.,,• \ v Av:�; \\ \, \ ... \�, \.. \. \,\. \• , ,.. :\� :;.. ... a _.. .. 1► �AW E3dw OT WLBH # 7a 01 --!V, _ - 446 IYP Ill ELEV. 418. z VK F• lo, VK !OGERS LOL pvull ell 0, A 00 cb <<�9 F=43\3,00 'ru lo\ F' OGERS) G A h Aq 1W. 01\ tK T FF= 437.0 0 GAR=442.0 434 01EV, V.4-A — —EFE4�6.OQ 38 a