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24-H�'. E�E'DSION CONT�'�L
<br /> ( C�NTAC T NAME ABD PH�NE
<br /> � �
<br /> : - a 2� corvc. ,� - ,z� cor�c.
<br /> N IE�530. 17 Ex. JAMES NEAMT I LJ N IE=530. 17 �X'
<br /> ,� � o ' � "°uSE PHONE#` : 425-780-91 75 �, � a I � "°usE
<br /> � r � o PP W/GA `r�N � w � FND 1-1/4" � y ti. � PP W/GA `s� w � FND 1-1/4- DES I G N & �'ONS UL T I NG
<br /> 00` N8S . � "' S s N CO I N&S . � "'� ,
<br /> �++ IRON PIPE A N �s .�, �. u+ IROiV PIPE Q �T
<br /> _ = N89'S9'20`E I96. 12C Pl.AT) s N 4- '� � 24"FIR v� l b"FIR � �p N0.23 WQ I6 = z �t89'S9'20'E 19b. 12l PLAT) �' N � � "�o `v� � N0.23 WO. I6 U�5 1� . E. 20 t h . A VE.
<br /> � � � .. �� � � � �� � � � � �. � � � � �..� � � � ��� � � � � � .�' 'SOLID" � i � � � � � �� � � �� � � �.� � � �� � �� � � � �� � � �� � �.. . P l. D"
<br /> � � 4, 40'FIR 2��PIN •••�� N89`59'2 "E 98.Qb' �n ` Q 40"FIR � N89'S 2 'E 98 06- Or eg o n P 1 a z a B 1 d g
<br /> I O � p ���� " IR 32 � F 8"FIR l2'FIR 3 IR z I a t1 4 ��2'_ LOTA' 2 2� S U 2 �e # 202
<br /> � O Oi � 24 I 2 26" p p� � �� � AREA-7846.0 SF O D
<br /> �`• W � LOT�f 1 � C DARS LL7T!! 2 36"CTNW Q �-� W � L.OT� 1 � �.� o Po r t 1 a n d� �l1. 97232
<br /> � o I o T -�� AREA�7846.O SF � AREA=7846. F w � �, ( o = --� AREA=7846.C) SF � �.pq� 4? �E'1 :503-265-8461
<br /> �; : ._ w � �, 5.tzn �,
<br /> { � w `' _ _ _ _ �; � Q o o � sFreAcK INE E f2�� _ _ _ � f a x:503-265--8462
<br /> cC w o" m
<br /> y , SETBACK LINE
<br /> i �� � r - - - - - - - - - - - - - - - - - - - - - - - - - - - ,� t� � • � �� � � - - - - - - - - - - - - - - -El. EL.S�l? �
<br /> ' �f � � � i Z7.9�7 �
<br /> � , , I I y p �
<br /> Q ^ 12" C�NC. � � � �I N IE�529.85 � EL.S � �
<br /> � N IE=524.86
<br /> I-,y � 347.5' S. TQ A I � � � 347.5' S. Tp A �-
<br /> � � 12" PL IE=525. 8 APPROX. � � co � � � 12" PL IE=525- APPR�X. � �.� 11�045. �
<br /> p Tl-tIIVG wAS ' � � o (1� ' DTHING wAS ' � 1 O
<br /> � SERVEO IN-B TwEEN LCICATIQrv � , w • `�- � SERVED IN-B TwEEN ��CAjI� 25.►49 � '
<br /> XIST. HOUSE O XIST. NOUSE � o
<br /> ti � i' p SEPTIC i � LL � v, I � � � I p SEPTIC � FE-53' .000 I u�, r
<br /> FE=534. !1. � �2 -. � � p
<br /> FE-534. 11. p/2AINFIELD i fL.531 ROPQS D.H�USE i �? �
<br /> � � ORAINFIELD i `� p� POSSI ATION OF i � � D n
<br /> � � POSSI ATI�N �F i i n � �' WATER SERVICE PER �g� i � y
<br /> � �" WATER SERVICE PER -� �g_g REC�RO INFDRMATIDN �,
<br /> �g-g �'� RECDRD INFQRMATIaN ' � � � n� � �
<br /> I '�� UNABLE TO LOCATE � � � p y� ( � UNABLE T� �OCATE � � � D �
<br /> � WATER METER ( i i 4� uj � WATER METER I i i m h
<br /> y M W W
<br /> t i � i
<br /> I M W IV � /1.1/64
<br /> (, � LSETBACK LINE
<br /> CON Oc� � i I � CON Qc� � I - - �H I
<br /> � ' �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�
<br /> zs.000 zs.000 zs.000 2s.000 i
<br /> Et. l fl.531
<br /> 08 4•CG1CiPF1E 51A8 Q Q 3.50/
<br /> I I � 1 e pP1YfYAY
<br /> _ �
<br /> � � f �
<br /> � I , APPR�X. L�CAT N DF , y j APPROX. LLICAT N OF 11� 16.� Z''� '
<br /> � SANITARY SEWE STUB X � SANITARY SEWE STUB ��� x '
<br /> PER REC�RO IN RMATIDN S89'S9"20"W 98.p9' � PER RECQRD IN MATIQ�� S89'S9'20 W 98.Q9'
<br /> � � � � .� � ,. .. � . � � .. � ��.� � � � � � � � � � � � .,�� � � � � � � � � � � � � .. � � � �
<br /> � w wv w W w NS$9'S9'2Q"W 196. 17(PLAT) �c w M wv w M M wS89`59'2Q"W 196. 17(PLAT)
<br /> � M M M M N � w w M _
<br /> v� EDGE OF PAVEMENT v, EX SSMH EDGE DF PAVEMENT '
<br /> APPROX. LC7CATIDN EX. S H APPRQX. L�CATIQN EX. SSMH
<br /> � 6` wATER LINE PER 20.000 �X. SSMH S�-S�-S�--�- 2D•O�� � 6" WATER LINE PER 20.QQ0 RIM-53/.04 ' S�-S.�-S�--�- 2D•QQ�
<br /> RECDRD INFDRMATIDN RIM_53/.OA � RECORD INFORMA77DN E IE=519.2' BENCH MARK �
<br /> � s�� E IE_5/9.22 y3� s � s�� �3� s��
<br /> � - - - - - - - - ��- - o - - - - - - - - - --�- - - � - - - - - - - - --�+- - o - - - - - - - - - - - I
<br /> S89 59'20"W 221 . )8 - S$9 S9'20"W 221 . 18 I
<br /> FNO SOCIO HUB & TACK FND SOLIO HIJB & TACK '
<br /> � IN MQN CAE � IN MON CAE I
<br /> 1-23-12 � 20.000 20.000 I-23-12 � 20.000 2D.000 ',
<br /> PP W/GA PP W/GA I
<br /> N&S I Iv&S I
<br /> _ � 104TH ST . S . E . _ � 104TH ST , S . E . �
<br /> �
<br /> II SP�T ELEVATI�N FDR HEIGHT CALCLILATI� � �
<br /> �APPROX. LOCATION QF �APPRDX. LOCATION pF POINTII EIEVATION POINTt! ELEVATION � �
<br /> 6" WATER LINE PER 6' WATER LINE PER A 530
<br /> v �„y
<br /> � RECORO INFDRMATI�N = RECQRD INFORMATI�N B 531
<br /> C 531 � O
<br /> EX I ►S` T I NG COND I T' I 4NS � 530 a '
<br /> SCALE: 1"= 20'-0" F 530 � � � �
<br /> G 529 ^ �
<br /> H 529 I \ � � � �
<br /> I 529.S V �� [T�
<br /> �.�
<br /> � , �
<br /> I TDTAL- 4770.5 % 9 - 530 AVEI2AGE BASE ELEVATION �'n �
<br /> i MAXIMUM ELEVATI(IN ALLOWED_ 530 t 28 - 55$ FT HT. � u1 �
<br /> � �� CONC PROPOSEO BUILDING HEIGHT- 557 FT < 55& FT I
<br /> N IE_530. 17 Ex. GARAGE SLAB EL�V: 53l
<br /> N � � ,� HDtJSE TQP pF PI TCHEO RDQF_ S57 FT � � � E""1 �
<br /> � �i t� ALLOWABLE BUILDINf, HEIGHT: 558 FT � ('��
<br /> h�
<br /> � f � �` � bT FND 1-1/4' �j �/� �
<br /> �- PP W/GA v>N � w ,\ tn IRON PIPE / � V J
<br /> = oA0� N&S N89`59'20"E ]96.12CPLAT) �s �N 4' '� � 24-FIR `r.,�o 16"FIR s'� � p.23 W0. I6 „ F�- �i
<br /> � - ' - " ' - " - " - " " 2-" -� � � B � I LD I NG HEI GHT CAIICULA �' I ON � 1 � � ��
<br /> `- N89`5 2 'E 98 06` SCALE: 1'= 2�'-0"
<br /> `� o � O 40`FIR;�� " IR 32 F k� � � 8"FZR 12'FIR 3 712 Z � � � �
<br /> I• 9
<br /> i� 0 O� ; 24 I C DARS �.� 38 CTNW �,
<br /> V � �+ �
<br /> � LOT�! 1 LOT�7 2
<br /> � ` d � AREA=7846.0 SF AREA=7846. F w �TE:
<br /> c �. W � ,p S.Lq? 28.A7n �
<br /> y FEA�E L�ATI(�V MAY �
<br /> y Q p � a � SETBACK INE _ _ _ _ _ _ fL.5.�1 �?•� Q; (� r� �� J z
<br /> �i � i �i i I-- - - - - - - 27.� _ EL.530 - - - ' � - I � � � V �� ����� + ��J V����, �C.�✓�� W D�� ��C.�/C.//id� �AD.IIJSTED TO ACUAL � �
<br /> �� SITE C�ITIt�1S �
<br /> D � N IEC�29.86 ( � fL. Ii.A45 �
<br /> � � 347.5` S. TO A EL.
<br /> � � l2" PL IE=525. 8 � � �� � ���� � ! v� ��l W��� C! �/ �� � �� VV(!��
<br /> s Q� QTHING WAS APPR�X. � � �.3� � Q �
<br /> LQCATION
<br /> � O SERVEO IN-8 TWEEN XIST. HDUSE SEpTI� �•149 � v o
<br /> � vni FE=534. 1 l. � ROP�S D.HOUSE i w � �b`-Q" PROTECTIVE
<br /> �„ Q DRAI NFI EL D fL.531
<br /> � P Q S S I A T I Q N Q F FE=53" .000 tL r. .���t�/"�
<br /> � j� CD��. IiPI�V T-BAR
<br /> FAAdCING
<br /> � �" W A T E R S E 1 2 V I C E P E R � � p n �� P1)ST
<br /> CB-B I n� RECORD INFORMATIaN � i bI.B37 i � �
<br /> ~� lJNABL,E TO L17CATE � � � Q y q1
<br /> = WATER METER I i � tt�j
<br /> ,� w w w I ' ' PLASTIC GiP GAL V.
<br /> P �
<br /> � ' i�'.�6a CQNS'TR(�TII�VV
<br /> carv �0� ; �s�Teacr: i rN� _ � 6'-0` FEI�E Q, �,
<br /> 2s.o00 2s.o00 1 Et. I ft.531 FINISH
<br /> s � I`ro� 4'tA1Ci�lE 51A8 3.501 (�A�
<br /> 1 r pP1VFYAY
<br /> y j � � �� ?�� �b� z�.p� � ---- MINI�I I2' DVE�AP These p f ans Qnd the des i gns
<br /> i APPROX. LQCAT N QF p� �.�A� 3,`D here i n are Cop yr i 9hted under
<br /> SANI TARY SEWE STUB �
<br /> � PER REC�RD IN RMATIDN � S89'59'20'W 98.08' X Dedegalrsaw by Peter Rndulescu
<br /> - - - - l- - - - - - -�- - � - - - � - - �
<br /> � w-�-----w w �, S89'S9'20"W 196. 17C PL A T) e 999.
<br /> wv w M M w
<br /> � "' - ELEVATION fMPORTANT INFORMATION
<br /> � APPROX. L�CA 7ION a EX. SSMH EX SSMH EDGE OF PAVEMENT _ n( T S' PL EA SE REA D:
<br /> I 6" WATER LINE PER 20.000 RIM=531.04 2C1•a��
<br /> � RECORO INFaRMATIaN E IE=579.2 s�-ss-s.�-d 8'-Q` 8'-D' The p 1 ans you hcave purchased ar
<br /> for the construction of QNE hon
<br /> � � _ _ _ _ _ _ _ _s�!�r _ _ 53�_ _ _ _ _ _ _ _ `s.�„ _ _ - - _ - - - 8'-0" �Y CENTER � � , ar apartnent cor�p l ex on 1 y. Unde
<br /> � -� MAXII�lN ` no c ircunstances i s i t lega 1 to
<br /> S89 59'20"W 221 . 18
<br /> FNp SDLID NUB & TACK � bui !d fron these plans nore thn
<br /> N�TES: BA�PPIER�PEfIU1RE0� TIE�SLf�E
<br /> IN MON CAE LIMITS� TREE � � once w i thout the wr i tten consen
<br /> ' �-23-12 20.o00 20.o0o SI LT FENCE 1. MINIMUM 12� OVERtAP OF ALL SEAMS REOUIRED. fror� the des�gner Peter
<br /> I �PP wi�a ° �. BARRIER iPEDU1RED @ TOE DF S�OCK PILE. ��p l!� , Rodu/escu. These �ons ore
<br /> START POST INSTALLATIpN AT THE CEIVTER (]F THE LL7WEST PCIINT P
<br /> N&S WI TH REMAINING POSTS SPACED 6 FEET APART. cop yr i ghted and i t i s a
<br /> = 104 T H ,S T � .S � E � TABLE t 3. COVEiPING MAINTAINED TIGHTL Y IN PLACE AREA f!►CLOSED BY r v i o 1 a t r on of tedera� copyr i ght
<br /> � CRITERIA F�R SE'DIMENT BARRIER PLACEMENT BY USING SANOBAGS QR TI,PES DN R�PES WITH A fEACE IS TREE ,� �aws to reproduce then. Peter
<br /> I MAXIMUM 10` GiPI D SPACING IN ALL DIRECTI�NS. P,PQTECTIt�v Z� � Radu f escu Des�gners
<br /> CAND SLOPE MAX. SLOPE LENGTH BEHINO FENCE wili fufly prosecute ony
<br /> CPERCENT� CFENCE) PLASTIC SHEETING PROTECTION � - _ ��o�Qt�o� of �t�s copyrighted
<br /> APPROX. CQCATION �F � 2 �pp TREE PROTECTI�V '� des i gns and p 1 ans. Fur thernore
<br /> � s" WATER LINE PER SI TE AD�RESS: 2 to 5 75 DETAIL DRAWING 4-3 fEltCll�; I�r r-Ba�e FDSr �t �s understood tt�ot 1 t �s
<br /> RECORO INFpRMATION LL7T#1 2 ON 1 Q4 TH STREET S. E. PLAN conp�ete�y the respons i b i � i ty
<br /> EVE�PETT, WA . 98208 1D to 20 25 �lE� N.T.S of the contrnctor to construct
<br /> ALL MATERIALS SPILLE�, �'PED, MAShED�P TRACKED FRI�'1 TREE PROTECT ION FENCI NG DET_ tne no,�� descr i bed here i n, o�
<br /> � 20 15 VEHItLES�V SITE �IT�RQADYAYS ARE TO BE REI'�VEO ony port i cu 1 or s r te and w i th i n
<br /> TAX PARCEL NUMBER Ih�lED1ATELY. the conflnes of the go�erning
<br /> 003969�OOQ4700 L�T� 2 � IF NON-EROSIVE OUTLETS ARE PRDVIDED, SLOPE LENGTH MAY BE I PiP�fRTY �E1ZTY j ur i sdi ct i on. Peter Radu 1 escu
<br /> INCREASEO BEYONU THAT SHOwN IN TABLE 1. � L111� L111� Designers tokes no
<br /> LEGEND A2EA=7846. 00 S�. FT ��- � � � o responsibi 1 i t y for the
<br /> ,� . � confornance of this pfan to
<br /> O SET 1/2" x 24" RE$AR AND CAP ZQNING RE�UIJ2EMENTS °+. � v a o 0 o ( �� . ony codes or nny bui Idin site.
<br /> STAMPED L.S. N�. 14490 ZDNED:R-1
<br /> ❑ CATCH BASIN c S�F�E ' D�'A WN B Y � P(�
<br /> AS PER SEC. 30. 1 SO. 9 C7PEN FRDNT POk'CH '�o� � '
<br /> � SANI FARY SEWER MANH�LE ALL�WED TD ENCROACHE 6 FT IN TO FRONT �o FABRIC STEEt PaSrs I �NDS t� BAGS OVERLAP � DA TE .'
<br /> wv AN� REAR SETBACKS 11TI GEOTEXTILE l�iPLIh�R , 6' TYPICAL
<br /> pQ WATER VALVE
<br /> � �E V I SED 8 Y ;
<br /> wM 24-HR. E�'�S ION CON T I�DL ��.
<br /> � WATER METER CpNTACT NAME AND PHDNE GAI2AGE SET BACK-20 FT JNBITHICKl�S�6Ap �
<br /> REAR SET BACK -20 FT. �VIDIN= FI�.L YIDTH OF VEHICl�AR ACCESS - DA T E :
<br /> STREET SET BACK-1 S FT. ,� 6„ 2.5' nin. , , `.:":��::::=:
<br /> � FIRE HYDRANT JAMES NEAMTIU �v0 0.� STf� SIZf - N.S.A. �'-2 (1.5 - 3.5 ) C(]ARSE AGC�PEGAlE �,. SILEMALK'� ,�'
<br /> I�V IRRIGATIDfV CO/VTROL VALVE SIDE SET BACK_5 FT � P,o FkOV11�PERI[I�IC T(�aPESSING YITN / 1/2 TO 3 1/2 DIA.
<br /> D4 PHDNE# : 425-780-91 75 SIDE STREET-10 FT ST�rE aS nECE SaPy NpTE : PLAN VIEW REV_ I.EVEL :
<br /> rQ.a POWER PL1L E MAX BL DG H T. �28 F T. NO PQR T I DN DF SUBJEC T Pf'�PER T Y 1. SlAK1A�i �BAGS REl�lIREO USII� f 21 1'X2" IV�STAKES
<br /> t SP) pENOTES SHORT PI.AT
<br /> ���"'" z" "; �.s" ""'. L IES WI THIN A DESIGNA TED 1 DO YEA,P �APAPOVE�E(,�lAL PEQ BAG. SCALE: I ��=�O � -Q��
<br /> AFfI20050 7 1 5504 2 FLDC7D HAZARD A�PEA 2. BAGS ARE USfD AS ALTERNATE Ff�P SEOINfNT FEA,�E fIKL(1N'111�
<br /> l MEAS) DEN�TES MEASURED DI STANCE p R o P o s�� �.J 1 T� P L A .N �SE T YPE "C" SIL T FENCE: i l ON �EVELOPMENTS WHERE THE (�V SINC�LE FANIL Y C�fST�Pt�TILN!�1t Y. S HEE T� � C l
<br /> SCALE: 1"= 2Q'-a" LIFE OF THE PR�JECT IS GREATER THAN SIX MONTHS, 2)WHERE �
<br /> THE SLOPE GRADIENT IS STEEPER rHAN 3: �. CONSTRUCT ION EX I T/ENTRANCE BIO-FI LTER BAGS Nrs
<br />
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