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HORIZON � V PLEXES m
<br /> SECTION 13, TOWNSHIP 28N , RANGE 4E, W. M . S�� Z
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<br /> : EX. DR:'�fWAY � EX. DPo�;Yr.Y 1 I
<br /> A.Pi�RUfi�H TOPSOIL ��
<br /> CASINO RD "��r'1=�o�,c� CASINO RD
<br /> SEE NOiE
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<br /> : � PROPOSED BENCHMARK `� 1 EXISTING SOIL & VEGETAiION NOTE: I j R w
<br /> ` I / SHARED SSMH ( STOQVC PILE hIE SOIL ANALYSIS FOR THIS PROJECT I Q
<br /> � DRIVEWAY RIM= .7 SEF!NOiE FOUND iHE EXISi1NG SOILS TO BE ._. __.... _ O
<br /> � i t78'+ �.,...EX. :E3 _:...,._ _... . -_ — -- -X C': �
<br /> _�,—.�. .— —. .... ..... �� f a� ^ TMDESITEOC�ONSISTS OFNBRUGHPLEX. � � d�
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<br /> .. - , • <��.��. � � -i: . ,. � -..� : X.5?DEWA ' .� ,�. . . . � ._ .� -. .-. . . . .�� ,� �.Y . �-�� . . . SHRUBS AND A FEW TREES. 6
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<br /> � � � �� CONST. . _ . _ . . _ . �
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<br /> �� i EX. 9" S?::B : � ENT. ��-EX. F' STU.g w
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<br /> / /�� I TOPSOIL�STOCK PILE NOTE: VICINITY MAP
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<br /> � 32 '_ 'c. / I F PILES ARE TO BE COVERED W/ PLASTIC scn�: i'-z,000'
<br /> � A� p � � SHEETING WITHIN 24 HOURS.
<br /> �'� ,I CONTRACTOR TO INSTALL SILT FENCING PROJECT DESCRIPTION
<br /> WHERE NECESSARY ALONG PERIMETER
<br /> ° IF VEGETATIVE BUFFER DOES NOT TWO PROPOSED DUPLEXES �
<br /> � . �. .4 5, PROVIDE ADEQUATE PROTECTION. � f"►
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<br /> ��� , � �� � �� �� ;� uMirs oF c�EnRiNc, LEGAL DESCRIP110N (n �
<br /> � � � MARK W/ORANGE�
<br /> \ O x a a :< �� � �FLAGGING LOT 1 � �
<br /> y�� ga . � .° �� \ \ ���I / SEC 13 TWP 28 RGE 04RT-10A2-A� BEG NW COR NW1/4 r!�
<br /> �� T• ��p� a o B�� � . � � \� � NEt/4 TH 500"53 22E 30FT TO S LN CO RD hi N88•49 14 � � vJ
<br /> ` I � � � . . � �" E ALG S LN SD CO RD 252.60FT M/L TPB hi CONT E ALG W Q
<br /> ti a' i// ` � S LN SD CO RD 78FT TH S00•52 24E 95FT TH 588'49 14W \ � �
<br /> � � Q � f \ �� 78FT TH N00"52 24W 95FT TO TPB /O �
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<br /> i . . —` —J. _ . / . — . —`. — . ; LOT 2 r 1
<br /> GAR. E�LEV. ; e ;� '�� � SEC 13 TWP 28 RGE 04RT-10A2-A) BEG NW COR NW1/4 �� � O
<br /> '�' !� �B3.8' � .rn ' � /��"--�/ � NE1/4 TH S00•53 22E 30FT TO S LN CO RD TH N88•49 14E � `
<br /> � i � � � � ALG S LN SD CO R� 252.60FT M/L TH S00'S2 24E 95FT r
<br /> �� � ��� � 't � I ' lPB TH CONT S00•52 24E 148FT TH N88'49 14E 78FT TH � �
<br /> I � a I � , ' NOD'S2 24W 148FT hi S88•48 14W 7BFT TO iPB
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<br /> ,�� N c� LOT 2 j �� �. LOT 2 ;
<br /> �i I �z a N� ! i �'� SITE DATA w o o„
<br /> `� ,32' .� i l I .{.i� S I T E A D D R E S S: 3 1 0 W C A S I N O R 0, E V E R E T T, W A 9 8 2 0 4 >c��m
<br /> �1 '�� � � TAX PARCEL NUMBER: 28041300102000 & 28041300101900 ¢m��
<br /> 'i �1 e. � j � EXISTING ZONING: R-3 (MULTIPLE FAMILY MED. DENSITY) �Q m v�i
<br /> � � �� i O�o'•ry
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<br /> "' �', a � �� �� ;� OWNER/APPLICANT CIVIL ENGINEER �W r~
<br /> � � ' ' ACME HOMES LLC OMEGA ENGINEERING, INC. o W
<br /> � �' ' �_ I � 10211 180TH ST SE z707PWETMORE AVE. �
<br /> j qN a / SNOHOMISH, WA 98296
<br /> : � 1 O x . 3 7' � 'I ,�� � I 4 5R 8 7.3 8 2 0 98201
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<br /> � �� � ,. ° __' �' 1` i ,—_- LOT COVERAGE BY BUILDING v W�
<br /> � \ � / LOT SIZE 19,032 SF C W
<br /> j a. ' � �� ; \ � PROPOSED DUPLEX '1' = 2,624 SF C Z
<br /> �' � �I PROPOSED DUPLEX '2' = 2,624 SF �
<br /> � � � � � � � ' TOTAL BUILDING COVERAGE = 5,248 SF O 2
<br /> '!� GAR\�LEV. � � � x ��� ill � � BUILD. SF/LOT SF = 5,248/19,032 = 28% W ,
<br /> ,i 58�.8' i / � �i� � / i�
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<br /> '� 15 36 � �' � � � � IMPERVIOUS AREA
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<br /> �� �EX FLOW a'��/ � SILT � �S i ! PROPOSED = 9,229 SF � a
<br /> � EX FLOW �F ; m
<br /> ARROWS a FENCE ARROWS � � TOTAL = 9,619 SF � N �
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<br /> ' Q � % � ' ' � �p, � ���C�'���� � Z'l � � DRAWING INDEX f�I w z o �
<br /> G �'� 1) COVER, PRELIMINARY SITE � F
<br /> SITE PLAN � BUILDINGHEIGHT'1'CALCS SWPPP ���
<br /> BENCHM1IARK LAYOUT & $NPPP � J o � �
<br /> SEWER MANHOLE RIM ELEV.=586.72' 2� TARGEiED STORMWATER O � y O F
<br /> q�E �5855�' - - � -� •-_-... .-._ .- SITE PLAN & SOIL �
<br /> B� 585.5 �y` � � / - T� ��3� MANAGEMENT PLAN
<br /> II��I �� ci sass IIII� 4� (,�, L���..- ��� 1�11 �� � ° � i, Q � o 0
<br /> HORIZONTALSCALE AVGELEV'=2341.5840585.38' HORIZONTF' SCA �ry;'�.ya�'.����� � / ��7 i � O O N
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<br /> MAX.BLDGHT.=585.38'+28.0'=673.38' 'y� � ! �� Z a
<br /> ACTUALBLDGHT.=585.38'+25.67'=611.05' '����"��f°'��`°��?l7 �COMMUNIT� � ( � � � �
<br /> DE1ftLOPME EPT. J JUL 0 �g ZO1� "ff
<br /> BUILDING HEIGHT'2'CALCS r ...+� ��f
<br /> BENCHMARK �� t,..�,�/ i
<br /> TOTAL AREA-0.44 Ac=19,032 SF SEWER MANHOLE RIM ELEV=58672' -' � e_
<br /> SIDE EX.ELEV. r
<br /> IMPERVIOUSAREASUMMARYTABLE GRADING OUANTITIES: az 5855' e i� CI 1 Y �! f �i��T � 15-0503 JS RAJ
<br /> PGIS(sf) NPGIS(s� Total(s 62 585 5 �/��� .C C� -1 I � J� ��� i - � .�
<br /> Clli-}45 C.Y. .:�� 1 . .
<br /> Existin TBR 0 390 390 C2 5850 -L� _I� . _ � �
<br /> New+Re laced 3981 5248 gygg FlLL=345 C.Y. D2 5850 a errr:l� �..F�,�~r,�t,,a o6�z5�,5
<br /> Total Site Im ervious 3 981 5 636 9 619 AVG ELEV.=2341/4=58525' � CALL 48 HOURS �
<br /> CRA�ING QUANTIPES ES7IMATE�BASED - � � � �•_2D�
<br /> Ne[New 3 981 5 24B 9 2z9 ON CURRENT SITE INFORMATION& MAX.BLDG HT.=58525'+pg,0'=61325' BEFORE YOU DIG
<br /> Total Lot Coverage:48% pSSUA1ED ExCAVATI0N5 NECESSARY ACTUAL BLDG HT.=58525'+25.67'=610.92'
<br /> Building Lot Coverage:28% FOR PROPOSED IMPROVEMENTS. 871 W�G� �
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