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<br /> , � NW1/4, NWl/4, SEC,6, T,28N., R,SE.,�W.M, R ' . _
<br /> CITY OF EVERETT GENERAL NOTES , CIT Y OF EVE.RETT, WASHINGTON
<br /> , 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH THE SPECIFICATIONS ' ' , " • �
<br /> AND STANDARDS OF THE CITY OF EVERETT (2005) AND THE MOST CURRENT VERSION OF THE r - �
<br /> ,
<br /> APWA STANDARDS AND SPECIFICATlONS . `
<br /> � , \ \ `\ �\, � ,\ � \\ �• �s2g, , SUNNYSIDE AVcNUE �
<br /> 2, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATION OF ALL BURlED UTILITIES OR � o , �� � • ' �
<br /> OBSTRUCTIONS IN THE CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF WORK. , � �, ` �` �� � �� �� � ` � ��, IAX ACCOUNT N0. �, �� �� ROOF DRAIN TRENCH ,
<br /> � \ �� ` � � o , �� • , \ �� \ \� S '� 003974002001 b0 10' MIN:, � � � 4 x31.5 x1 DEEP
<br /> CONTRACTOR SHALL COORDINATE WITH WATER UTIUTY, SEWER UTILITY, GAS, TELEPHONE AND � � � � �\ , � � � ` � � 26, , . � , ; , PER 1YPE C SOIL
<br /> ALL OTHER AFFECTED UTILITIES FOR FIELD LOCATION OF THE RESPECTIVE EXISTING FACILITIES. `� �o �� � , �� � TAX ACCOUN7 N0. ` �� � � � ��` ,� , , � , , ,
<br /> S88'35 56"W 680.11
<br /> �c��� � \ � `� �� � 29D53100307300 ��� 'sr, ', �\ ^ .. . ,. 318.93� ' •
<br /> 3, THE CONTRACTOR SHALL DIAL 1-800-424-5555 PRIOR TO CONSTRUCTION FOR AID IN - �� � \ `� �,. `, � � �� ` �� � � � � � , -�. _ _ 1QQ,00 ' ; ; ; U, . � , , '
<br /> LOCATING ANY UNDERGROUND Ul1LITlES AS APPLICABLE � ', \ � � � , � � � � �c, : � �, �; 80.00 / ^ � r' —' — — 5�BSBL�� � ; ' o \ ���\`,���o
<br /> �i ` i� � � � � � � � �\� \ � � i ' , � � � i , \ � � � \' ' -
<br /> 4, ALL CATCH BASINS OFF CITY RIGHT-OF-WAY SHALL HAVE LOCKING TYPE GRATES OR LIDS. �� � \soo � � 1 1 I ', �� ', �� `� ', �\ o,�.� ESA TRACI' , � , m � , ' ' s y \ � �, �� � � .
<br /> � � \ � o � , , ' , `, �� , ', � Qq,y AREA=3,462 SF.`. ,' '20' BSBL � � �� � ———— � �� r,� � \ �o,m . ,\�
<br /> 5, BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6-8 INCHES AND COMPACT TO 95q � �\ "� ` ' � ' � � ' \ � � � - '— � ` � � " k '
<br /> � , , , , �z,�¢�:��� , ,, , ,� r- — — — ,, � — -- —T ol LOT 3 � �� '`��- _ � ��-^;� � �
<br /> RELATIVE COMPACTION UNDER ROADWAYS AND 90� COMPACTION OFF ROADWAYS, , '` \' � � I i , , i 6.0, � \ \ ) , , � � � �,�0 I ( l` N I\ , � � � � •v �Cp-'-' �_ � � • o 0
<br /> , � `�, � � , � � , � � , , / ,� , 5���-+ � ' � AREA=6,692 SF. � v, , �� �i ---_ `��� z �
<br /> ��� �i i I � � - � i / utb . i N �
<br /> g, ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIALS OR � \ ` ' � I � � 'a 6�' �" `� �' LOT 1 � � ��� � � ( � a\ t'- � ����� ': �
<br /> � ' .\ , , � � '� �� R�,�O O�SB. ,' ,� � $ �;�� ,' � ,Q :k,�,>i�x ,�j �°i ;; \ FF=532.5 � , o•� -'10' .��,\, �,� � N
<br /> BE ASPNALT COATED TREATMENT 1 OR BETfER. � � \ � \ �� / � �� � � ���? ��p , °` / g�`� � N2EA=7,422 SF. �� �` � `�;�� "��,,,x'�"�x��{r„�r`�,� \ , �;� � �t+ MIN. \ ' � ` ' � �
<br /> , � _"�-�\ , , , , , � p� �' , ,' ,' u� � , � sr t�a�ayt,a �i 35 GARAGE , m\ ��� � �� � � \ , ��
<br /> v� � � � J^ i i� i�'/ i 2 � i c� i �z ,a � � \' � i � � U �
<br /> � � o � � , , � ) , � , , , � FF=532.5 � f,,� t x�,�� ° � SET8,4CK � � .1 � i � Q �
<br /> � 7, ALL AREAS WHICH HAVE BEEN GRADED AND ARE NOT PAVED OR GRAVELED SHALL BE SEEDED � � �� N � -P�� ' � � � � � / � � � �-' '� � � • ; � ` � �� � � ' � � � � � � � � � � � � � '�" � � � � �
<br /> , �o , � � , , d' `` ,'� ' ' ——————-� 5' BSBL �' � ' ' � ` , co x �
<br /> WITH GRASS NO MORE THAN 30 DAYS AFTER EARTHWORK IS COMPLETED. , PLAT MON � o? , � � � � � ; � ; ' ,' ' � �� ' \ � /�j / I oo , . "� �s��''" — — — — � —', ,—=—��� ; i I 'i � � `� - ti N
<br /> � NOT FOUND o �,' ,` ; ' � 4:8 �� � �' ,� `'o\ / \ � - _ � N89'56 37"W , 139.36 _ _ - -_- � ', � `, ', � \ ' ` . a o �
<br /> , i � � � � � � � � i �Sj� .� .� � �+\ y \ � 7, \� e��� i ,I� � � � � � `� `� - o cv
<br /> g, FRAME AND GRATES SHALL BE CIlY OF EVEREIT STANDARD #405, OR AS SPECIFIED. ' � � � , � � � .p� pb, , , • B�� /� �/ JI W _ � � _ _ _ _ _ _ � , � , � � � � � , o "
<br /> , � �, ,� , ,.��� ��o o• , , � � m , „ I r — — — � BSBL� � , � � TOP OF &4NK E�5'A TRACT z .
<br /> NO PART OF THE DRAINAGE SYSTEM SHALG BE COVERED, CONCEALED OR PUT INTD USE ;.._.. _ � ,`�� ��` 6' � ' � '��9''� ��O � � RD ��g o ,_ �___ \ _ � _-- ', � � � � , � ', `� '�
<br /> 9, —� � ,'� �� 0' / �' ' � � �6'�O J � � � � `� W � --__- , i � � � � � , , � AREA=33,642 SF.
<br /> UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE ClTY. ; '� ` � �' ,�� /� �;�.' ,' � � I 9� �/ ,' i . ,, / �� � �� , r ' c� � � �,�, � ,I� \ , � , \ ' ' � ,
<br /> i � , � h� �,' ' � i , � i ; t� S Y \ ' � � � � � � � �i �` �. -
<br /> 10. ALL ROOFTOP DRAINS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM VIA THE , \ �`� ,� � , � , � �� ' n r � I z '' .` ' �,, , $� LOT 2! � � ', �(g . �I � 1 � � , � \ , , � �
<br /> NEAREST CATCH BASIN. ; ADD 2N"STREET ENDS" SIGN� ` ,� � � ' � � � � � � ' �' � m � � � ' � � ' ' � , � ` � ' •
<br /> �� � `�� � �i i � rt � � ' � _ ��'� � � � � � � � � � �
<br /> � � � Y� r ; � � o AREA=8,525 SF. �GRD�S) � �� � � , � � � �
<br /> �� AT END OF ROADWAY , � �� �� ', � � . `; � p=18'14'49"� �> cv cn AREA=6 942 SF (NET)� ' z�� ,'I , � � � ' � I ! �! ; '. , �
<br /> 11. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR "LINE AND GR,4DE"' PRIOR TO � � � \ �� � �� , �ETAIN EXISTING; `!:` L=95.64\ �,�,2 �_,FF=533.5 � � NI , ' � ; � ROOF OR,41N TRENCH
<br /> , STARTING CONSTRUCTION. � \ � � � ,---_� " SIDE SEWER � . �� ��.�._�_J \ � � ; 10' MIN. � , 4 x31.5 x1 DEEP .
<br /> � � �` �� ----' � .;.� FOR LOT 1 , _ vh '`�° ��" ,' S' BS 1�2� ;I ; � PER TYPE C SOIL �
<br /> 12, CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR AND SHALL BE � � ` �'\ �\ '� l � � ;��� � L, _ _ _ =�_ _ _ _ _ _ _ _ _ , � , � �, ' �.
<br /> BL �, '
<br /> RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. , Q EX CB � N `� ; t �ti � -► ,' " 120.67�; � M��, ` ; 278.69''� � `
<br /> - - , RIM= 529.83 . \ a� � . ,
<br /> 13. rHE CONTRACTOR SHALL KEEP. TWO (2) SETS OF PLANS ON-SlTE AT ALL TIMES FOR � ' 12"CMP(SW)= 527.58 �� `�r' \ \+� Y c'`, � 24' ACCESS AND �m� . � `, 89'S637 E ��399.36, � \. ,
<br /> • RECORDING AS-BUILT INFORMATION; ONE 1 SET SHALL BE SUBM177ED TO WESTERN � 8"PVC(NW)= 527.38 NEAREST �� � � ` UTILITY ESM�T � �� �, \` � ��n .
<br /> � � , � � _ , . '
<br /> ENGINEERS INC. ' HYDRANT ` '� �v�� ,, ` BLOCK
<br /> • ; \ ` , .�v PERVIOUS ASPHALT m .e,� . . �� � WALL I ,
<br /> 14. GRADING DUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70, UNIFORM BUILDING � \ `'' �- �--IQ�E USED FOR PARKING ' '
<br /> CODE � RIM EX531.86 N� � � ry^ AND SHAl2ED DRIVEWAY AREAS. I
<br /> �
<br /> � IE(N)= 520.09 , Z �' •
<br /> 15. CONTRACI'OR WILL BE RESPONSIBLE FOR CONTACTING WESTERN ENGINEERS, INC.� WNEN FLOW � IE(S)= 519.80 \ ' "' TAX ACCOUN7 NO(S). . -
<br /> RESTRICTOR FOR STORM DETENTION IS ON-SITE AND BEFORE IN-SERVICE. AT THIS TIME, AN ; , c;, . 00471700001401 " •
<br /> AS-BUILT WILL BE DONE ON THE FLOW RESTRICTOR. ONCE RESTRICTOR IS IN SERVICE, IT ' ;o ' � p0 SIDE SEWERS FOR 00471700001403
<br /> WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PUMP OUT SYSTEM PRIOR TO THE AS-BUILT, o � �; . � EX CB ', 0 LOTS 2 AND 3 .
<br /> o ' � RIM= 533J5 \ ` i . ,
<br /> ig, IT IS THE RESPONSIBILITY OF THE DEVELOPER, CONTRACTOR, OR THEIR AGENTS TO'NOTIFY �'� . �6"PVC(NE)= 531.50 �=6'05�22" � � \ • , I
<br /> THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK AND TO HAVE ALL � � L=31.92� •� �
<br /> WORK INSPECTED AS CONSTRUCTION PROGRESSES. ADVANCED NOTIFlCATION IS REQUIRED �� '� ' I
<br /> � 1" METER SERVICE '
<br /> FOR SCHEDULING OF INSPECTIONS. � FOR LOTS 2 AND 3. � � \ �^`� �
<br /> 17. ALL F1ELD ADJUSTMENTS SHALL ,HAVE THE WRITTEN APPROVAL OF THE ENGINEER. , � , RETAIN EX. MEfER �a�
<br /> 18. �FF-SITE STREETS ARE TO BE KEPT CLEAN AT ALL TIMES. ' FOR LOT t \ ; ,
<br /> � �
<br /> � ' .
<br /> ig, A COPY OF THIS PlAN MUST, BE ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ; `
<br /> , , I (
<br /> , . \ �� EX CB
<br /> �
<br /> � � �� ,� �. �,�RIM= 535,40 -
<br /> , `� � �,' � � 12"PVC(S)= 533.35 ,
<br /> STORM DRAINAGE NOTES � ; � ; '� ,2"Pvc�rv�= 532.s5 ,
<br /> � ,
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE \ � �
<br /> � � .
<br /> . UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITI'. � \ '� � �
<br /> 2. VEGETATION IN GRASS OR BIOFILTRATION SWALES SHALL BE CUT AT LEAST ONCE ANNUALLY, '� , . \ __ �h ` _ — _ _ _ _ ` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I
<br /> IN EARLY FALL, TO A HEIGHT OF 6 INCHES. CUT VEGETATION SHALL BE REMOVED � - , ` �
<br /> . . , 8��� , , i
<br /> IMMEDIATELY FROM THE SWALE. ; � �.
<br /> 3. ALL lYPE II CATCH BASINS AND ALL MANHOLES SNALL BE EQUIPPED WITH LADDERS PER ' � � �
<br /> STANDARD PLAN #606. ' ; LEGEND 1 �' .
<br /> � .
<br /> 4. ALL TYPE II CATCH BASINS, AND ALL MANHOLES WITH "CATCHES" SHALL BE SUPPUED WITH ; � i � I � .
<br /> LOCKING LIDS OR �RATES PER STANDARD PLAN #405, O FOUND MONUMENT/CASE ' -
<br /> , 5. SECTION 7-05.2 MATERIALS (FOR MANHOLES), OF THE WSDOT/APW,4 STANDARD , ' .
<br /> SPEClF!CAT�ONS SHALL APPLY, UNLESS OTHERWISE SPECIFIED, TO CATCH BASINS, CURB � MON NO.T FND 540
<br /> INLETS AND MANHOLES.
<br /> � CENTERLINE ,
<br /> 8. FRAME AND GRATES UNDER NORMAL CONDITIONS SHALL BE FURNISHED AND INSTALLED PER ❑ STORM.DRAIN CATCN BASIN (CB) �
<br /> SrANDARD PLANS #405 AND #407. ; .
<br /> � STORM DRAIN 6fANNOLE (SDMH) .
<br /> 7. STORM DRAIN MANHOLES AND TYPE II CATCH BASINS FUNCTIONING EXGLUSIVELY AS ACCESS '
<br /> STRUCTURES SHALL BE EQUIPPED WITN ROUND 24" COVERS AND FRAMES PER STANDARD �Yp STORM DRAIN YARD DRAIN (1D) � �
<br /> PLAN #607. ROUND LlDS ON ALL STORM DRAIN STRUCTURES SHALL HAVE "ORAIN" CAST � `•, WATER METER � ' �
<br /> INTO THE LID. ��
<br /> : ❑ STORM DRAIN CATCH BASIN (CB) �o
<br /> B. ALL CATCH BASINS AND MANHOLES NOT IN A PAVED AREA SHALL BE EQUIPPED WITH
<br /> LOCKING FRAMES AND LIDS OR GRATES PER STANDARD PLANS #405 AND /�407, O STORM DR,41N MANNOLE (SDMH) �2 009,' ��n NFr�P I�PERYIOUS AREAS:
<br /> 9. ALL PVC CONN�CTIONS TO CATCH BASINS OR MANHOLES SHALL BE MADE BY GROUTING IN �/ STORM DRAIN CULVERT INLEf BUILDING FOOTPRINT (1,300 SF./LOT) = 3,900 SF, ,
<br /> AN APPROVED MANHOLE ADAPTER INTO WHICH THE PVC PIPE IS INSERTED. � SANITARY SEWER MANHOLE (SSMH) 534 EXISTING GR,4DE AT LOT 1 DRIVEWAY = 400 SF.'
<br /> 10. ALL PIPE JOINTS SHALL BE BETWEEN PIPES OF THE SAME MATERIAL. ' � WATER METER CENTERLINE OF EASEMEN SHARED DRIVEWAY = 2.600 SF,
<br /> �`SOpg TOTAC = 6,900 SF. (0.15 AC.)
<br /> ,
<br /> 11. ALL PIPE BANDS SHALL BE OF THE SAME MATERIAL AND/OR WITH THE SAME COATINGS AS -0-- POWER POLE �
<br /> " THE PIPES 9ANDED, GASKETS WILL 9E REQUlRED FQR ALL UNDERGRQUND D�ETENTION
<br /> SYSrEMs. E— U�ILITY POL� ANCHOR '
<br /> � ` ,
<br /> 12. ALL ROOFTOP DRAINS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM.VIA THE a WOOD SIGN POST , ��r '��o
<br /> NEAREST CATCH BASIN, OR INTO INDfVIDUAL INFILTRATION SYSTEMS AS SHOWN ON PLAN. � ,
<br /> ���� ADJACENT BUILDINGS PROPOSED GRADE AT m+
<br /> 13. BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6-8 INCHES AND C O M P A C r T O 9 5 9 �,,;,,,,,�,,,,� CENTERLINE OF EASEMENT �^ .
<br /> REL4TIVE COMPACTION UNDER ROADWAYS AND 90% COMPACTION OFF ROADWAYS. �
<br /> � � a �,! .,p� EXISTING CONCRETE � .
<br /> 14. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED �bUMP NO WAS7'E,,DR41NS TO 528
<br /> STREAM� LAK� RNER� PUGET SOUND� OR WE7IAND."
<br /> ' � EXISTING GRAVEL , ' : ,
<br /> r , CONCEPTUAL BUILDING FOOOTPRINT -
<br /> _ L__J , ` .
<br /> DATU1lf ELEV .
<br /> � PROPOSED PAVING 5�2a.00 •
<br /> �v ^ �v ^ r� � ,�, � o, � BM NAIL 1N S. SIDE PP;
<br /> , — — �or uNE �; � �. � � ,� o o �; � . - � N. END EAST DR.
<br /> - — — — — — — — - �tsEMENT/ BUFFER LINE . ` � � � � � � � � � � � ELEVATION = 517.26 ,
<br /> � SD , PROPOSED STORM DRAIN �
<br /> � ` w PROPosE� W,arER . SCALE: 1" = 30' VERTICAL DATUM
<br /> s ° � �� * Exisrin�c REr,aiNiNc wA�� 0+00 1+00 . M.S.L. PER CI TY OF EVERETT
<br /> PROPERTY LINE ' � � 30 :60 .
<br /> — — RicHr oF wAY . SHARED DRIVEWAYPROFIL�:• �
<br /> — — EXISTING LOT LINES SCALE � -
<br /> - — — — — — — — - INDEX CONTOURS VERT: 1"=3'
<br /> HORZ: 1"=30' s >
<br /> ------------------- CONTOURs � ' P l.H N A�PR O VED � WE HEREBY DECLARE THAT THE ROAD AND STORM DRAINAGE
<br /> %// //// //// //// //// EDGE OF PAVEMENT
<br /> 1MPROVEMENTS ARE LOCATED AS SHOWN ON THESE RECORD DRAWINGS,
<br /> SS EXISTING SANITARY SEWER �
<br /> Sn EXISTING STORM DRAIN ' EV�RETT BY:
<br /> PUBLIC SERVICES , � Projecf Engineer Surveyor Date, _
<br /> W EXISTING WATER
<br /> PUBLIC WORKS BY:
<br /> — ROW CENTER UNE � P UTILITIES DRAINAGE DEPARTMENT P�at Developer Owner Date
<br /> - BUILDING SEfBACK LINE � , ; A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO � �'"��`
<br /> . ' . � � � � � �T � � . . . . .
<br /> , sr,aRr�rvc ANY corvsrnucrioN oN rr�is TAXACCOUNTNO.(S�.• SITEADDRESS.�
<br /> CITY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT 00471700001402 ��� � � ���� �ERETTAS�qDR98203
<br /> IS CONDITIONAL PER CURRENT STANDARDS -
<br /> AND EXPIRES UNLESS PERMIT �����, ,; y [ '
<br /> . . � FOR CONSTRUCTION HAS BEEN ISSUED. D����;.�
<br /> UTILITYCONFLICTNOTE.' . C �7 ROAD & DRAINAGE PLAN FOR:
<br /> . - cauTfoN� � �. o s,°s�s � . West�r�
<br /> � � - Engineers, �425� : �LYMPI C S 1 AR, LLC
<br /> � THE GONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND 7
<br /> • ' DEPTh( OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, 8Y- �] �- IAC� JS6—Z7OO IN NW 1/4, NW 1/4, SEC. 6, T.2SN., R.SE., W.M.
<br /> CALL 4 8 HO U�S � POTHULING THE UTILITIES AND SURVEYlNG THE HORIZONTAL AND VERTICAL LOCATION PRIO
<br /> TO CQNSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE � 1-800-424-5555 AND ,.p � � CITY OF EVERETT, WASHINGTON
<br /> BEFORE 1 O U DI G � THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS '�'p rP 38764 � ' .
<br /> TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXlST,�LOCATIONS OF SAID UTIUTIES '��CI STF,g'�ti SURVEYORS�PLANNERS•ENCINEERS DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND `rslp�L � LAND USE CONSULTANTS v�r �0-24—os 02 JAJ 06 J. JARRELL
<br /> I —S O O -424 —���� � ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL /06/07 1" = 30'
<br /> CONSULT WESTERN ENqNEERS� INC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS 0 �ND SURVEYORS DWG. FILENAME CHK. BY F.B. N0. JOB N0. SHT. N0.
<br /> W I T H C O N S T R U C T I O N. E X P I E S 0 9/1 1 *** 13000 HWY 99 SOUTH * EVERETT * WA * 98204 *** 06767AB,4SE.DWG 554 06-767-A 2 of 3 � •
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