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<br /> � ��' i S SCALE: 1"=2000'
<br /> ,.-• � /! � MONUMENT IN CASE AS NOTED
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<br /> .��'�hdH n'1M=496.9J /' ��y = �: ��� �J:���an��� n, � /� � SEWER MANHOLE
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<br /> �,6, -'�:y''� ,�0 68 � � /� � � � � '' � ` � CATCH BASIN �
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<br /> � � �" �� � � �OUND REBAR�CAP 233�5",
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<br /> - �.�-�- � � ;�oo �'QUIPMEN7'AND PROCE'DURE
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<br /> 35" tNGF7ES5/`EGRE:�S 'rl i�`��~pY \���� � . ;� � ,,,� ;,5`1�� �Q, UTILITY POLE METHOD OF SURVEY:
<br /> & UTILITY ERSEMENT '� '� ``� ' � � "` � - � ` 7 < 7 > = f� SURVEY PERFORMED BY FIELD TRAVERSE
<br /> AFN 9904150465 � r�� ` F j rr ` �' .'� � POWER METER
<br /> � � , i '.� ` �� � � NSTRUMENTATION.
<br /> / � '� `�./� ` " ��i ,rj , LEICA TCRP 1205 ROBOTIC ELECTRONIC TOTAL STATION
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<br /> LIGHT POLE ' .
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<br /> '� , �' ��F. �q,�; PRfCISION:
<br /> SSMH R1M=497.18 "� ��'� f�� � �� .� _��� �--� ��-_ � - �� � � � �� � l ��� � �r TELEPHONE MANHOLE
<br /> MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
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<br /> ,i '� g� r GM BASIS OF BEARING:
<br /> f � � 58• � �` f � GAS METER THE MONUMENTED CENTERLINE OF AIRPORT ROAD,
<br /> � r,,� gUf�R ' _, �� ��� , ` ;' � ,
<br /> ; AS THE BEARING OF NORTH 25'0530" WEST.
<br /> � / � .�i ,� `��` A�IN�5.0' , �� �y � �f � GAS VALVE
<br /> �- , ,a,"_�` ��� WE7LqND , WHEEL ` f�';
<br /> / / �y�,� . . . . - a . . � ,, - BUFFER , STOP � 3 f $ BOLLARD BM
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<br /> %� -'"�� f � ri ` + � 7 > �" R'T� f � SIGN FOUND CONC. POST W/ INVERTED NAIL AT THE INTERSECTION
<br /> ��"' 4 _ o . o . _ _ _ . \. . . �_� - -' i r \ J ,/` /' ' l _ OF 116TH ST. S.E. AND 2ND AVE. S.E. ELEV. = 462.55'
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<br /> NAVD88 - NGVD29 = 3.68'
<br /> r . m . . . . .TYPE Np- - _� _ . . . _ _ . . � �� � %r','�'_, , — —
<br /> -� � - � � �\ ? � ��` ` j /� X FENCE TYPE NOTED
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<br /> / � . . . . . _ . . _ _ . _ _ . . . . . _ . � �1 �`t `� \ / ,�ti`�`' —P— OVERHEAD UTILITIES ENGINE'�'R SURVEYOR
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<br /> - - - ' WETLAND-A - - ' • - - - • - - 1 \ '' \ ' �='' INSIGHT ENGINEERING COMPANY PAqFlC COAST SURVEY� 1NC.
<br /> ` � ` �CATEGORY II` - - - - - - - � wR� � ! \ ` f"4�'` —w— WATER P.O. BOX 1478 P.O. BOX 13619
<br /> EVEREIT, WA 98206 MILLCREEK, WA 98082
<br /> " � � � � ' ' ' � � � � � � ' ' � � � � �� \ ON CT BRIAN KALA P E
<br /> l � , , -' � _SS C TA : R. B, . . CONTACT: DARREN J. RIDDLE, PLS
<br /> . _ _ . . . _ _ . _ . . . _ _ _ _ ! �\J�_\ � j ,,� � — SEWER (425) 303-9363 PHONE: (425) 508-4951
<br /> ' ` ' " ` ' ' ' ` ' ' ' ' ' " " ' �� � FAX (425) 303-9362 FAX: (425) 357-3577
<br /> - - • ' - - • . - . - - . - • - - - . - . - � \ �, {� —SD— STORMDRAIN
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<br /> � c , V.�y APPLICANT/OWN�'R
<br /> � �� � � WR-6� '� • f SONRISE CHRIS'NW CHURCH
<br /> � . - .���' =� - 'i \ - f PROPERTY LINE 11625 AIRPORT ROAD
<br /> �o, ` ` . . . + _ 1� . . . . I � ,``� ` r��� J �/f ��� X X EXISTING FENCE LINE .
<br /> o . . . i \ ` i � EVERETT, WA 98201
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<br /> � _ . . . _ _ _ . . . . . _ . ! f� r \ \ ` ` �f f� �/// //// //// //� EDGE OF EXISTING PAVEMENT L�'GAL DE'SCRIPTION
<br /> � _ . , , , . , , , _ . , . j � P�,� �¢r � i XXX- - - - EXISTING CONTOURS LOT 53 PLAT OF PAINE FlELD ADDITtON TWd ACCORDING TO TNE
<br /> , - � . . . . . . . . . . . . . .W�_J� / � .� �' ' ! - � 4; PLAT THEREOF RECORDED IN VOLUME 12 OF PL4TS, PAGE 92,
<br /> ,, „ �., �.�;� ," .� _ _ . . . . . . . . . . . . � _,� • r. �` ��} �// �.� c
<br /> XXX PROPOSED CONTOURS RECORDS OF SNOHOMISH COUNTI; WASHINGTON;
<br /> _ . - • 1 - - • - - - - - - - � / - _32' .- �j +`c
<br /> ���'�, - � �j �- � � � � ��� PRE-EXISTING DRAINAGE PATTERN
<br /> ti _ , ,I, _ _ , _ _ _ , _ . , , , r`µ l �� EXCEPT THE WEST 210 FEET THEREOF;
<br /> _ . . '� . . - - - - . . . . . � � �._�- ��y,'���� �f'� ` �, � '�f�`�`" PROPOSED STORM
<br /> : \ � -�" 50 5q ; i J `,''t11?" ���O � ��� Q w SITUATE IN THE CITY OF EVERETr COUNTY OF SNOHOMISH, STATE
<br /> . . � ,-'" � � 2 ,��, (j � PROPOSED SEWER OF WASHINGTON.
<br /> _ _ - - - - - . . . . ;; , � �
<br /> - - - • -WEfLAND- - - - - - - wP_�� �� ='6�5A 5� � ` ' , % This Record Drawing has been prepared, in part, based - PROPOSED WATER
<br /> � on "As-Built"information provided by others.Though
<br /> n �,� !� � PLAN APPROVED
<br /> � �iJ�� ' the as-built information and this drawing are based on � ASPHALT
<br /> ��`, f � the best available information no presumption should
<br /> _�' - ' - ' - ' - ' . ' . ' - ' ' } . ' ' ry!� �� � � FOUNQ RE�Ah'/`C:AP "WS; 1�91 G'.
<br /> ' �n"����`��J �i f � 0.4'(S)> 0.3'�Ik; c�f CORh��R be made r gar ing the drawing's accuracy. �
<br /> . . _ . . . . _ /� � l � � CONCRETE EV RETT
<br /> �- � t ��---- �` -; PUBLIC SERVICES DATE
<br /> _,�- ; � \ Signed By �
<br /> � � # # OF PARKING STALLS PUBLIC WORKS
<br /> J � � � '� Permit Inspector DEPARTMENT
<br /> �y�;- 3 y \ UTILITIES DRAINAGE
<br /> �y�_1 V�, �- , ! (' - , ; 1 TO PS�RTINGOANY CONSTRUCTIONQ 0'N �H SRIOR
<br /> I\ .� PI'Iflt N8t71e&Tltl '��I LIGHT POLE
<br /> '� ���� � �2 � t � ; � COE STD CITY OF EVERETT STANDARD DETAIL CITY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT IS
<br /> ' � '" / \ CONDITIONAL PER CURRENT STANDARDS AND
<br /> � �� � ����
<br /> � I l ' '.�' `�� �-�C � � � � EXPIRES ------ - UNLESS
<br /> PE POLY ETHYLENE
<br /> '� � I -'� � !f 1 P RMIT FOR C N TRU TI N HA BEEN I SUE .
<br /> ��' \ 3D" CONC. � � -- � \
<br /> !�-- \ CULVERT �
<br /> ' �� EX. ���� ��'--- �\ DEVELOPMENT STANDARDS
<br /> 210��� `.-' � RACK � .
<br /> O,» Ee�' �� y LOT AREA = 82,1 l3 SF
<br /> 5�'.� / (, `, 3�_: EX. BUILDPNG =
<br /> � 6�..- Ov5�79G�00�4v�� \ #11625 Alt?PORT RD. � � f' V � WETLAND & BUFFER AREA � 34,681 SF
<br /> r � ZONING E-1
<br /> ��" P�,R 1 \ l � ; � � `� USE = OVERFLOW PARKING LOT FOR CHURCH
<br /> I ' ° OG�3i 9vC00�40� ti,
<br /> BLA �96-1 i 080�-BA � � , � 12 � REQUIRED SPACES = 0
<br /> ' ' �� � � � , � � / \ # OF NEW PARKING SPACES = 93
<br /> AFN 970514�� 76 � � � 3� � �' \ LANDSCAPING TYPE = CATEGORY B, TYPE Ill, 5' BUFFER ON INTERIOR LINES
<br /> � ' ,� \ � , �, �Ar� 2 INSI6HT ENGINEERING CO.
<br /> �� A `, ��_A �96—i ;G8o2—e� _ � P.O. BOX - 1478
<br /> � �`'�l `� ; ��/l A�I�' 97G�i 4C?76 � �.� FOR GREATER DETAIL OF THE PARKING THIS IS BEING ADDED T0, SEE PARKING EXHI8IT. EVERETT, WA 98206
<br /> � �� � rvorEs: (425) 303-9363 (425) 303-9362 FAX
<br /> \� � �� i. NEAREST TRANSIT STOP IS AT EVERGREEN WAY & AIRPORT RD. INFO@INSIGHTENGINEERING.NET
<br /> 4 \ ���; ; , ���,-- E r. �7FAV�! 2. ALL ADA SPACES WILL BE PROVIDED ADJACENT TO BUILDING. (SEE PARK/NG EXHIBIT)
<br /> � ``� � �`'-'-�-� \ lSLAND ;7YP.;�
<br /> ''�, \ ''� � 1 \ - — - - - -- - SITE ADDRESS: XXXX AIRPORT ROAD, -
<br /> � o '\ \ �2�„ �� _, \ ----- EVERETT, WA. 98204 .
<br /> � \ \
<br /> - --- - -_ _
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<br /> \ � l--� EX. COOL!f"r'G -�' � �'�
<br /> EQUIPMEPJ" � REV. N0. DESCRIPTION INITIALS DATE TAX ACCOUNT N0.'S: 00537900005301
<br /> Know what's b@IOW. � �� `� �$ ----_ ''�
<br /> Call before ou di . � � SH�'ETIN DEX
<br /> ��,
<br /> UTILITY CO�FLIC�NOTE:' ��\ \, , _� ., � � � <`� , � C 1.� EXISTING NFEATURES MAP Q'p�' R SI��q
<br /> r S 1 4, SE 1/4, SEC 23, T.28N.,R.04E., W.M.
<br /> CAUTION.• c2.o TESC PLAN �tiw �c�
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, C2.1 TESC NOTES �,� 1°� '�� SONRISE �'HRISTIAN
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHE(HER SHOWN ON THESE C3.0 GRADING PLAN �n _
<br /> PLANS OR NOT, 8Y POTHOLING THE UTILITIES AND SURVEYING THE HORfZONTAL C4.0 DRAINAGE AND UTILITY PLAN
<br /> ,.o DWG FrLENAME DESIGNED BY.• DATE: SCALE: JOB NO.:
<br /> C4.1 DETENTION PLAN, NOTES AND DETAILS >>
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE 6499 0 k'
<br /> C4.2 DETENTION NOTES AND DETAILS DETAlLS ,t� ti � 180913-AB.DWG JRC 02-06-2018 1"=30' 1 S-O913
<br /> CALLING UTILITY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE EXISTING G 4 ti
<br /> UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY C4.3 ROAD & DRAINAGE NOTES & DETAILS �'ss lo S T E�1y�
<br /> WHETNER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN NAL SHEET
<br /> ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND L 1-L2 LANDSCAPE PLANS SI
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR 02/19/2020 SITE PLAN Of
<br /> SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL 2
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> 1162 5 Air o rt Rd Utilit D rawin s
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