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-��_ 1 l ' _ _ _ _ <br /> � <br /> S ,E . 1 4 ��� a � , �. ��I�, R. SE . �.I�I, w <br /> ' � �T�o � PAVEMEN��RMEAB�.E <br /> �1��.�t�1VIIS� C�ZTI�'T , <br /> ' PERMEABLE PAVEMENT � <br /> PER STD DW� 430 �' f�1PERMEABLE LINER <br /> / 3' 1VIA�C <br /> � <br /> / TOP OF DAM CONVENTICINAL PAVEMENT <br /> ELEV=445.4Q' (,3" HMA CL 1/2') <br /> .�...�'�J��� <br /> 0 <br /> o aoaao�ooaoo°o°o°o°000aoo°o°o°o 0 0 0 6" CRUSMED SURFACING <br /> .� .�, o a o o � o oQaa Q°o Q � o 0 0:.�:�::��,.:�-�.;�::-:�::���:����:���:�:���:���� BASE C4URSE <br /> .R,. "NO PARKING - FIRE LANE TOViI AWAY Z4NE EMC 46.2�" S1GN � `' � . ° ° ° ° .. <br /> (CONTACT JIM VENTURO, FlR� DEPT. FOR EXACT SIGN INFO. - ��`�'`'' � �^ <br /> �� � r5.;�'e�:',,,) � .o .ss%J <br /> 425-257-$124 J1lE(�1TUF���EVEIREYT1n/A.COV} r`� "':�'�' .� `� . <br /> x-.:� <br /> � i . ;'ti�.ri` � <br /> \\ � \�/����\,,� � ,� ,� /� i-., �, �\ <br /> 7 1�2 160� 1603 F� `' <br /> ,S` HOUSE ADDRES� 51C�lV {1525, 152 , �, , ) ��i�`� ' �i,\��.�:;;' �j <br /> � � <br /> (CC3NTACT C�ICHAEL �RIClC, TF�AFFlC D�PT. FOR EXACT SIGN 1NF�. ,.���j��/ �j�,��� <br /> / �" �ESERvo�R covRSE 6��nn�rv <br /> � 20' 0 20' 4-0' 425-2 a7-7790 M�RICK@EVER�T'TUVA.G4l� TENSAR TX5 GEOGRID <br /> / 1 inch = 20 ft. --x x x x— 6' W04DEN PRIVA►CY FENCE 9— 7/2" �L�'AN ANGULAR ROCK <br /> l HUJA (?CCIDENTALIS - "EMERALD GREEN" AgORVITAE 3" BASE` CDURSE �" PERF UNDERDRAIN <br /> � �— 9/2" CLEAN ANGULAR ROCK P/PE <br /> � <br /> 1 ' WIDE �ONTROLLED �ENSITY FILL DAM. <br /> / � DaGWO�D DAM EMBEDMENT 6" INTO SUBGRA�E <br /> / EX7"END DAM ��Crl SIDE OF ACCESS 1ROAD <br /> � .�'E.�Z.�E.A.�.L,E A►��'.1�T��� C)�.�'�F.L..C�3W �T111-.�E.R.I�.I�..�I.N ►�.��'7'�f.�.N � <br /> / �-- L��' J ,, , ,, PER COE STD DWG 430 & 431 <br /> � h: 16q3 FLC)RID� DR � �� % NOT TO SCALE <br /> � � � � � � �� + r��� �TQTE� <br /> �r � � �' ,- � <br /> (� �l YARD DRAINS �"O BE CONSTFi'UCTED FROM CONCRETE PIPE 24�� <br /> / � �9 �� ���`�,��,� a ���, , � f IN ACCORDANCE WlTH ASTM C-14 UNLE5S OTHERWISE <br /> SHOWN ON 7NE Pl.ANS OR NOTED IN SPECIFICA170N5. AIlAENDED SOIL <br /> � � � �� <br /> ,�.. � -� � CUTOtJT WOLE SIZE /N �'QUAL TO OUTLET PtPE 9UTSIpE GEOTEXTILE LINEf? �, <br /> � � 7-�T A�' ��'E� DIAMETER PLUS YARD DRAIN WALL THICKNESS. (ALL. S/DES) <br /> / � �[�".Lti , , , , , � <br /> SHED ��'�''� <br /> � �3 CQNNECi70N TO OUTLET PIPE TO BE MOR7'ARED AND MApE" � � � % �� � � % % % ' % % % ! %% % % % % ' <br /> / FLUSH W1TH (NSIDE OF THE YARD QRAIN WALL. � � � � � � � ��� � � �� � � � �� � � � f <br /> L o� -i � '/. '/. '/. '/. '/.'l. '/. 'J.i� <br /> , � „� �,,: ' %;% %; � �- � � � EXISTING GRADE <br /> / , -'--.- � \�.� '�`� , `���/.��� � CAST IRON BELL GRAiE' F1T5 INTQ BELL REC�SS AND �, �•�� `� - '' ��_ w QO <br /> 1601 FLQi�IDADR � ` ��;/.at_ 't��/�' EXT�NDS �'LUSH W1TH FACE flF BEtL. 7HE GRATE SHALL � �, N �- <br /> �, � <br /> / f ¢ g � ' <;\�\�• HAVE SLOTS (ND�E.S) THAT CONSTITUTE 50 PEhCENi' OPEN PERME.LIBLE I (_ " �= �- � , � " <br /> SH�D g `�.:, <br /> � /,y/� � / :.' �:;::/�/�; AREA FOR QRAiNAGE, 1NLET BELL SURFACE SHALL BE BALLEST —{ � � � — <br /> � / \� d,N- ,, ,;,` �at�_ � � ' OVERFLOW F/NfSHED TO ASStlRE NON—ROCKING F1T WITN ANY COV�R — �� <br /> � » ry ; �., , .-�. � 6» � Posrn��. �„ PE'RF4RATED ' ,-=1 i=1 I I�i�I { 1=1 I f;_ <br /> --____�, 4 PER�" PIPE � �,� DISTRIBUTION PIP� � ---- I I I I I= <br /> / '����`-'��x �` '' ��� �`. `\% �5 WASHED L3RAlN RQCK — 6 INCHES MINIMt1M DEP7N <br /> ����� x-,�-�-� - <br /> 1 ,��p��� <br /> i�� ` i <br /> -��r'�.`�� 2 ' `�� <br /> / �+ ��,���G`�`�,���vc�">-C`5 `` � � : j\f (1 �6 VARtES 1.� OR 18 INCNES ���V������� �������17.��Vl Y �El..-�� 1 �1 <br /> 1� ��F �c�������� `: o .,��� L.� �' <br /> � _7�-�,���,,� ��{ .� �i ,8�;���>�s��.� .; ����� �7 SPECIAl. CASl YARD DRAIN MAY BE REQUIRED FOR �* <br /> � s�-� ,,����^,,� ,�,. �,\��,�,,,� MUL7IPLE PIPE CONNECTIONS. LOTJ 1 8c 5 (7 5 L�/10 Q 0 S F O F R O�F AR EA) <br /> ,� <br /> � �'� %� ' ' '������, � „� ','` (1�1STALLE� AFTER HQU�E �ONSTRUCTI4N) <br /> ��-�- 3 ELE�TATIDN V.��'�Y N�T TO 5CALE <br /> , � � � <br /> / 1529 FLORIDA DR <br /> �.'.Al� L��.�. ..��Z'.�I.L, 24" ���. <br /> / \ <br /> `� �or ra scAte RAND�M FILL <br /> � � . <br /> / / �� ��� FILTER FABRIC `D <br /> � L�T' 2 ��� s. � <br /> � 1527 FLORIDA DR <� - ' " " � """ � _ <br /> 63 ��� 4" PERFORATED PIP:� , , , , , , ,,,, �,����" � <br /> / `^ 1 <br /> �� ��G'�� -���~ �� G 4 � , �_ � <br /> ��`� f=f ! �c`��� =1 °� <br /> � \ ���' �c�' �� � � � �� G — <br /> / \ � �� \��� /� / i! / 79 a � . <br /> ! \ ��� ',' _ <br /> o `�' ,-'��� � WASI�ED ROCK � � 1=1 I {=1 I =1 I 1=1 I f;� <br /> � � � 2 ;,.-.- . ' � 1.- i ►--=� � �--� �^ <br /> ` � � .,,.=-'�� � <br /> �y �PpROVEd <br /> L � PEI�.�'��.A�E� ►S T�.� ��T�'' ►�EC'T'��.� <br /> . // � :?�°:�.i / �EVELppMF�T�p�P ITY <br /> 9�]]'1� j� 1525 F(�ORIDA DR" � - ' �%�./ SY---�--.�..� � . T <br /> ����,� � LOTS 3 8c 4 � <br /> w r+l yd a� , 1 a- A � o .... / <br /> .................. ... ... dAT�...�.C.z. <br /> .;�::�:::�::�:::�::�::::::�::�::.:.. <br /> :�::�:::�:::::.:�::::::::� �, i s���.t. <br /> �� ����1/ ����3�� a ; ::�::::::;��:.::����� �/ NOT TO SCALE '_` <br /> ......:::::� <br /> �°�r��! 1����.�� � :::::;.:�::�:_:������� � „���� �������� <br /> � � , � <br /> ��a��]1�l� ; ��+1 �� f/�. ��13 /8 <br /> ::::���:�::�:;�:�:�;:. <br /> .�.�.���.1..�� ►���.�.:���� P�.� A.�.�..�. ��u������" ` fl� � <br /> � � � � � � <br /> - /� t�� � \ SYMBOL �PECIES SI�� C�UA(e11TY SPACINC �� � � ��°Sa°" �u��x��o��s� <br /> a��p�artrt���r <br /> .......... <br /> ....... � <br /> ..... / <br /> .� 0 ' <br /> `�P \ ���-r�� <br /> �o� HUJA �C�iDENT'ALIS - "EMERALD GRE�N" A�t'7Ri/ITAE 6'° It�INlMUM (25} SEE BEL01�1 ���� ^ �"��c `''°� P�R�� I� <br /> \ ����� REQUIREU PREOR Tfl STAItTTNG <br /> \ AHY CdNSf�UCR0�1 ON 7HZ5 <br /> � ?r�OIEGT. EIPPROYAL FOR YHiS <br /> \ <br /> f!� PP.OJECT IS C�PIDIT'LONSl. PER <br /> q tt p 'fF2AF` C ES(pS�ES �s�.���UN�ESS <br /> ` � '` � \ � DQGWOO� 1.5 CA�I f"GR �1�> S�� B�QV Y ,�-�'-vd---"' PERPIIT FOR COYVSTR�JCYIOH Hs1S <br /> ��. Ut \ C �PdG'alff`�E�ot BE£M ESSU�D. <br /> �\ <br /> �, `� � � � � � <br /> � ` � � � *ALL OPEN AREAS T4 BE SOQDEC� OR SEEDED LAWN. <br /> � � � �`SPACING REQUIREMENTS FQR STREET TREES = 30' O.C. <br /> � � oa N <br /> cn Q <br /> c`n z <br /> � ( *SPACING REQUIREMENTS FOR 1NTERIOR PROPERTY LINE = 15' O.C. <br /> ��1 V.l�►J 1..���' �1 V�11 V�..i f�. ��t..Jl���.7.1� d���� <br /> ��� � 1 REVISIONS PER COE 5/4/18 CQMMENTS RAH 5f10/1$ <br /> � 1?EV. NQ. DESCR�P170N fNITIAl.S DATE <br /> IITILITY CQNFLICT NOTE: ,MC�,� �—�� � � �� � ,�TOI��1 �E�'TIONS � .I�ETAILS <br /> CAUTIDN: �Go�w� ���� J e C o M � D 0 �1 �I E �. L. --� __ ��- ��v�sc�PE, F.�.�cl�v� � s���vA�� ��� <br /> TME CONTRAC70R SNAlt BE RESPON5/BL� FOR VERIFYtNG THE E.00AAQN, DIMENSION, AND �� -��- <br /> o DEPTN OF AZL EXISi'1NG tIT1L1T1ES WME7HE�R SNOWN ON 7HE5E PL4NS OR NDT, 8Y �: _ �` � (� <br /> POTHOLIN� THE tfil.tTlES AND SURVEYlNG THE HORlZONFAL AND VERrlCAL LOCA710N PR10R � �N�( ��E R�f V�y f � S H Q R T S U B D I V I S i 0 R1 #� 7^"'�Q�- <br /> � ro coNsrRucnoN. TN/S SNALL lNCLUD�' CALLlNG UTlLftl' LOCATE � �-80��424-5555 AND ' � � � � � � � � - C1TY OF EVERETT, SNOHOMISH C�UNTY, WASHINGTON <br /> THEN POTHOtJN� ALL OF THE �`XIST1tdG U1lL1TlES AT LOGA710NS 4F N�W UTIUTY CR4SSlNGS 29137 <br /> TO PHYSICALLY VERlFY WHETHER OR N07 CONFLtCTS Ek1ST. Lt7CAT10NS OF S,q1D UT1UTtES � , � � DRAwtv BY DATE REv. BY DA�E' PRUJE�CT MANAGE� SCALE <br /> I'�PIOW WII�$'S b�IQ1�/ AS SNOWN ON TNESE PLAPJS AR� �ASED UPON 7'HE UNVERIFIED PU�1JC INFORA9A710N AND �� <br /> � ARE SUBJECT TO I/ARIATlON. IF CONFUCTS SHOULD OCCUR, 't'HE' CONTRACTOR SNALL `"�'�� H H � H H � H H N ,/ggq i0f18/l7 J.C. Mct�ONNELL 1" = 20' <br /> �II befor� �ti di . - - •- - P.O. sOX 13199, MILL CREEK, WASHINGTON TEL:(425� 744-0916 <br /> Y � CONSUL7' J.C. MCDQNNELL ENGINE�'RtN� PC TO R�SOLVE ALL PR4BLEMS PRiOR TO �,/'�— H f1RAWING FILE NAME CNK. BY F.B. N0. J08 N4. SHT N0. <br /> PROCEED/NG {NtTN CONSTRUCTIOPI. �������� 7� �- FAX: �425� 744—��946 _ 6453 ft,OR10A £fV�DWG 6053 � O.iF 6 <br />