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<br /> SW 1/4, SE 1/4, SEC 2�, T.28N., R.04E., W.M.
<br /> SNOHOMISH COUNTY, WASHINGTON Y
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<br /> STOCKPItE /` A�� ` , SC
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<br /> THIS AREA ,��.
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<br /> a _ . . , . " ' . . _ . . _ . _ _ . _ ` ' '� \\J/ \\ � � .\ � ��1 498.,33�(,qB
<br /> . _ . . . . . . IE 491.67, (OtJT) ' g��' ,f
<br /> 498.16 AB �` ' ` 00
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<br /> o •� I \} � �� � ,�;,�_ � � �9�8�� 2" COMPACTED DEPTH 1/2" HMA PG 64-22
<br /> �' � � 1' 498•67 � '�0 4" COMPACTED DEPTH CR, SURFACE
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<br /> � ! �� I \ ` ,' �� } CB#1 TOP COURSE
<br /> i ' - v � CONTROL STRUCTURE
<br /> � . • ' ' ' . ' ' ' • . ' � � ` J�,�� �r � /�/ � 6" COMPACTED NATIVE SOIL
<br /> �G�37900005300 � ' . . . . . . . . ' . 'W�-7 / ,� RfM: 498.42t
<br /> c`Os,, . - - . . . . . . - - - - - l -.. r //� ���' IE 491.67 (IN) .
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<br /> - - - - ' - - ' - - - ' - - \ � �-Roc�--,�= f � ;�` ��� ?� 1 TYPICAL PA VING S�'CTION �
<br /> � \ �-�` / � „
<br /> C4.0 N.T.S. (CITY OF EVERETT STD. 3-52)
<br /> . . - . . . . . - - - - - - - - �` -' , ��,�,�c 70LF�12 0 SD � 0.51%
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<br /> . . . _ _ . . . . ,\ ! r 5k E IE: 491.31 ��',�
<br /> _ • . i�YEiLAND- - - - • • • �R :g�. � 6�5� W� DEBRIS S %� �"��� � �
<br /> N -E>���'
<br /> _ . _ . . _ . _ . _ . r � �� U BARRIER , c�, BMP TS.�3: POST-CONSTR UCTION SOIL Q UALITY AND DEPTH
<br /> _ r �.- R���� ��, C4.4 � /� �� FOUND REBARfCAP "ws� �ss;s°`.
<br /> � , �.� 0.4'S, 0.3' W OF CORNER SOIL QUALITY: ALL AREAS SUBJECT TO CLEARING AND GRADtNG THAT HAVE NOT BEEN COVERED PLAN APPROVED
<br /> - • - • • • � - �' � �' � { , ( ) BY HARD SURFACES, INCORPORATED INTO A DRAINAGE FACIUTY, OR ENGINEERED AS STRUCTURAL
<br /> - • - • ! - � � i'� �l FILL OR SLOPE SHALL DEMONSTRATE THE FOLLOWING AT PROJECT COMPLETION:
<br /> ' ' o� ` r � A D FIRE HYDRANT GUARD 1. A TOPSOII LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN EV RETT
<br /> . � O PO 7S PE COE STD 508 PLANTING BEDS AND 5� ORGANIC CONTENT IN TURF AREAS, WITH A PH FROM 6.0 -8.0 OR
<br /> e' � MATCNING THE PH OF TNE UNDISTURBED NATIVE SOIL PUBLIC SERVICES DATE
<br /> W R �j�� 1" PVC PUBLIC WORKS � ;
<br /> `1 � 2. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE
<br /> N%R-1 Q-��� -�'' T E M P O R,4 R Y I R R I G A T I O N S H A L L R O O T S L I M I T T H E D E P T H O F I N C O R P O R A T I O N O F A M E N D M E N T S N E E D E D 7 0 M E E T T H E U T I L I T l E S D R A I N A G E DEPARTMEIVI'
<br /> � � BE PROVIDED BY CONNECTING CRITERIA. A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> �
<br /> �' � NEW IRRIGATION SYSTEM TO TO STARTING ANY CONSTRUCTION ON THIS
<br /> `'" e� � 1 EXISTING IRRIGATION SYSTEM. 3. SUBSOILS BELOW THE TOPSOIL LAYER SHALL BE SCARIFIED AT LEAST FOUR INCHES WITH CIlY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT IS
<br /> .�"" \I 30" CONC. SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE CONDITIONAL PER CURRENT STANDARDS AND
<br /> --� \ CULVERr
<br /> � FEASIBLE. EXP�RES ____ _ _ UNLESS
<br /> �' � EX, BIKE \`� P RMIT F R C N TRU TI N HA N I U .
<br /> � 4. PLANTING BEDS SHALL 8E MULCHED WfTH 2 INCHES OF 4) ORGANIC MATERIAL.
<br /> 210����.-' � RACK \
<br /> „ E \ 1
<br /> 0��.-'� EX. BUiLDING �
<br /> 6�5i'y OG5�379D0005401 \\ f�11625 AIRPORT RD. � NQTL'�S'
<br /> N � \
<br /> -' PA�Z 1 � l 1. EXISTING WATER METER TO REMAIN AND SHALL BE USED FOR
<br /> -' � BLA #36-1 1080?_-BA � , � � 00537900005�'02 � \ THE PROPOSED BUILDING.
<br /> A- iA; 97v5'�0176 �t � e�► ,��,� � �, 2. ALL CATCH BASINS ARE TYPE 1 UNLESS OTHERWISE NOTED. � �
<br /> 3. TO MEET MR #3, PER S430 BMP 'S FOR URBAN STREETS: � � •
<br /> CONDUCT EFFICIENT STREET SWEEPING WHERE AND WHEN
<br /> APPROPRIATE TO MINIMIZE THE CONTAMINATION OF STORMWATER. INSI�3HT EN6INEERING CO.
<br /> DO NOT WASH STREET DEBRIS INTO STORM DRAINS. p,O. BOX - 147g
<br /> EVERETT, WA 98206
<br /> (425) 303-9363 (425) 303-9362 FAX
<br /> - - -- - - INFO@INSIGHTENGINEERING.NET
<br /> • - - --- - SITE ADDRESS: XXXX AIRPORT ROAD,
<br /> � �
<br /> ������ ������� ___ _- __ EVERETT, WA. 98204
<br /> This Record Drawing has been prepared, in part, based REV. N0. DESCRIPTION INITIALS DATE TAX ACCOUNT N0.'S: 00537900005301
<br /> Know whBYs fJ@�OW. on"As-Built"information provided by others.Though .
<br /> C811 before�yOU dl . the as-buiit information and this drawing are based on
<br /> UTILITYC0IVFLIC�NOTE:' the best available information, no presumption should
<br /> e made regar ing the drawing's accuracy. � R' I�
<br /> 4' �F WAs�r'� SW 1/4, SE 1/4, SEC 23, T.28N., R.04E., W.M.
<br /> CAUTION.� �- � � �-��=� ~``� ��� SONRISE CHRISTIAN
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYiNG THE LOCATlON, �,� J'� ��3'
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITlES wHETHER SHOWN ON THESE Signed By Date pa � �
<br /> PLANS OR NOT, BY POTHOLlNG THE UTILITIES AND SURVEYING THE HORIZONTAL �
<br /> \ Permit Inspector � DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL lNCLUDE '� q �v
<br /> CALLING UTIUTY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE EXISTING Print Name &Titie �, � 36499 c�,
<br /> 180913-AB.DWG JRC 02-06-2018 1"=30' I 5-0913
<br /> UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICAtLY VERIFY �s IONA���� SHEET
<br /> WHETHER OR NOT CONFtICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br /> ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR D2 19 Z�2O DRAINAGE & UTILITYPLAN �}
<br /> SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL � � C`i'.O
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />
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