A
<br /> Per-nit#: PW17Q9--047
<br /> 5ite Address: 8525 EVERGREEN WAY
<br /> Owner: QUINTANA ANTHONY M&DEBORAH G
<br /> ' �� � /� NE 1/4, SEC 13, T.28N., R.04E., W.M. App Date: 4/26�2p1�ING
<br /> � � � � SNOHOMISH COUNTY WASHINGTON o Prapased Use: HWY.526
<br /> � / � N Descrptian: CONSTRUCT NEW BURGER KING
<br /> / , / N
<br /> �
<br /> �
<br /> � SDMH RIM = 560.0 O / FOUND REBAR & CAP 2804 1 300 1 03400 � �eviewed By: `'�t�� CASINO RD.
<br /> "9567 CHENOWEtH° 0.2'(N) � � Office Set 1ob Site Set Fire/Planning Set
<br /> "�, / & 0.2'(W) OF CORNER o ~ ��
<br /> �1' 0
<br /> Y � �'c' S6� �`5•3, z ���
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<br /> � Q� ' ao� �<v O�.
<br /> � �P�`� � cA� � s�6q�,� �\6 PERMEABLE ASHPHALT ��,�
<br /> � O„ ,��� T�o o PAVEMENT
<br /> �
<br /> � �- / ' � � SITE
<br /> / so ��� �` / '^ �FQ T�Np� \
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<br /> � � '�'i�y �, �Q� ;i ! FENCE END 0.2'�N) r c�<� `=�.' ""�= t�'`;
<br /> ,�� / � . , , �
<br /> � OF PROP. LINE , E
<br /> � c�Q�` '�s• �-- N i 20�9 ��
<br /> y M9A�`f - 2
<br /> / Q' �\6„ \� \ ; _��.
<br /> i �s ' w E CITY QF FVER�; : ;
<br /> �� � � � ��inllt C:,C�lL��
<br /> a��, jJ,.,, \ i _
<br /> �DMH RIM = 558.50 ` \ � � ',, VICINITY MAP
<br /> � � . � , 8�� \ S SCALE: 1"=2000'
<br /> H``�� ° 2 ----------------------- ---� _
<br /> ---`------- N 89°29'00" E 115J0' ,
<br /> � � SCALE: 1 " 20'
<br /> CB IE R = 558.40 �
<br /> !E 4° �P(W)= 5 6.10�`�'� � ��
<br /> \ ' I
<br /> ,
<br /> � � LL �� � ` ' zo �o o zo �0 �' UIPM�'NTAND PROCE'DUR�'
<br /> � �� e ���� ; i Q
<br /> / �' FH' �7 �� FH ��8• � �'y-9i�� „� I METHOD OF SURVEY.•
<br /> C��,� � I LEGEND SURVEY PERFORMED BY FIELD TRAVERSE
<br /> �(TO BE RELOCAIED. �
<br /> SEE NOTE /2) � � ` a �
<br /> / � � � � a e o F
<br /> /
<br /> � EX. 6" 55g �S �� a � ` a' `° �c� � I INSTRUMENTATION:
<br /> / SIDE SEWER fi a� �� I MONUMENT IN CASE AS NOTED LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
<br /> ,,�0� a� , , a > � ASPHALT � � I CHAlN L1NK FENCE 0.1'(N) I �
<br /> / /j ' < c�• , � c�• & 0.5'(W) OF SET CORNER PRECISION:
<br /> �� a e ^� \ i �O FOUND SURVEY MARKER AS NOTED MEETS OR EXCEEDS STATE STANDARDS WAC 332-�30-090
<br /> h ° '
<br /> � o'��� R 5 '`� \�� o � o s � SEWER MANHOLE �HEI MONUMENTED.CENTERLINE OF EAST 1/4 SECTION 13,
<br /> / ,�.� �� � S� �� J�'S�/j� � BOL ��G � SEWER CLEANOUT AS THE BEARING OF N 00'31'00" W.
<br /> �
<br /> � � � � � �� '
<br /> � � e �:� ' SC ' � � 9 g�� /" � i a e� `��6�• �G R_3, �`�'� O STORMDRAIN MANHOLE BM
<br /> � '�� � � � �;., �� ����' S � � `�'� �`� � � �� EAST QUARTER CORNER OF SECTION 13
<br /> � � � : �� � 6 O °'- � FOUND CONC MON IN CASE W�1 1�2" BRASS
<br /> SDMH RIM = 556.9 / `. o' �c�. � � � CATCH BASIN DISK W PUNCH ELEV. = 533.96'
<br /> � � � � � `� a� � FIRE HYDRANT /
<br /> � � � , o� o < � �� ���
<br /> ��� -� � � HALT � 0� � �,.� > � / �� ��
<br /> 12 G�<�, 13.3' 17 ' 5.5'
<br /> � L� FIRE DEPARTMENT CONNECTION DATUM:
<br /> � ` � �P� �`�B, � O " < � � � � � r �� NAVD 88
<br /> / � ' a , I
<br /> O �,�, �
<br /> / �-� '��iV �y'f'o � ) `l��O � `� O �vA'�,9 '`r � g e � �' � \ � W,QTER METER
<br /> / � 9T � = � O O �.�� s,� ° ' 2804�300�04000 � ,�� E'NGIN�'�'R SURV�'YOR
<br /> / ��FQ � � >> � O Q , � z � p4 IRRIGATION CONTROL V,4LVE
<br /> INSIGHT ENGlNEERING COMPANY PAGFlC COAST SURVEYS, INC.
<br /> � / \\\ I _�` - O O a 0 � \� � � 'I �a W V V P.0. BOX 1478 P.0. BOX 13619
<br /> LP � � i ATER AL E EVERETT, WA 98206
<br /> MILLCREEK, WA 98082
<br /> � / FOUND REBAR NO CAP '99�, O � `� � � c� o
<br /> CONTACT: BRIAN R. KALAB, P.E. CONTACT.• DARREN J. RIDDLE, PLS
<br /> / � / 0.3'(S) & 0.2'(E) OF CORNER 1 �j �
<br /> �� ,�� •o' � �\ � � � � UTILITY POLE PH: (425) 303-9363 PHONE: (425) 512-7099
<br /> ` / � co� / � \ � FAX (425) 303-9362 FAX: (425) 357-3577
<br /> / � � �
<br /> � � CB IE RIM= 557.31 � ���' �� � �O� �� � �� � POWER METER
<br /> � �'� / iE 8" Pvc w�= 555.8, � e ��' ' `'� �OQ � � ' OWN�'R/�1PPLICANT ARCHITE'CT/CONTACT
<br /> / � ,� IE 8' PVC�NE)=555.8t (IN) \� �� � ` ' � LIGHT POLE NORTH SOUND RESTAURANT INC. 2812 ARCHITECTURE
<br /> '�% / IE 4' PVC(SW)=556.14 (IN) � ��� / �� \ PLAI� APPROVED 303 91ST AVE NE., STE. E502 2812 COLBY AVE
<br /> � �0 / / \� ��/ ���• `� DO � \� � � PHKE(425)E�8-�9498258 CONTACT: ADAM CLARK
<br /> J / \ 6� 6 a� L � � TELEPHONE MANHOLE
<br /> �, < _ PH: (425) 252-2153
<br /> / �� /� // �\ � / O �� � a$� � PUa S CES DATE � GAS METER
<br /> , �° ` s�°6� �� "0 a � � �� LE'GAL D�'SCRIPTION
<br /> l CB IE RIM= 555.17 s � ,S / � � 1� ?�.?' S v�' 1.8' D Y oE _ �� EROSION GAS VALVE ALL THA7 PORTION OF T
<br /> SDMH RIM = 556.38 � s� iy '���, 'Q!i R% �_�-__ ( PUBLIC WORKS � H E N O R T H E A S T Q U A R T E R O F T H E N O R T H E A S T
<br /> � � � , '-.,_.--.-�� `� DEPARTM@tVT
<br /> !E 8" CPP(W)= 552.97 �� �4,3�, Q ATER -� BOLLARD QUARTER OF SECTION 13, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.,
<br /> ` �� � � � � SIDE LK DESCRIBED AS FOLLOWS:
<br /> � � j A PUBLIC WORKS PERP4IT IS
<br /> \\ � 26'� ��� I I �� REQUI�2ED DRIOR TO STARTING SIGN
<br /> ��,,�. COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 13;
<br /> � \ �� ��s- ��� �" � �' � � � ' :'"_f ' �r�r cowsraucnoN oN tt+is � THENCE SOUTH 00'41'00" EAST ALONG THE EAST LINE OF SAID
<br /> / / \ �\� �\ �/ ��- I ��, PROJECT•ISP CONOAI7IONALT ER
<br /> PARCEL � � � MAILBOX SECTION 13 FOR 682.2 FEET,•
<br /> .,�� � TRAFFTC CUttRfNT 5T NDARDS AtID
<br /> � � � ��': 200808�r="�� � � 1 6.0' 6�� � _ exPZKes�S�Z62eun�ss THENCE SOU7H 89'19'00" WEST FOR 115J0 FEET,•
<br /> '`' - �?30015�'-- �� � C i p�RMIT FOR CONSiRUCTION HI�S � PINE TREE THENCE SOUTH 00'41'00" EAST FOR 179.83 FEET TO THE TRUE
<br /> � 'S'.�, ASP,�IAIT - �� CirY EH�ir�E�rt B�eH issuec. POINT OF BEGINNING;
<br /> i
<br /> � � -� FENCE TYPE NOTED THENCE CONTINUE SOUTH 00'41'00" EAST FOR 50.88 FEET,•
<br /> � I THENCE SOUTH 44'44'46" FEET FOR 45.44 FEET TO THE
<br /> / � � `S� � � -p- OVERHEAD UTILITIES NORTHWESTERLY RIGHT-OF-WAY OF HOLLY DRIVE;
<br /> I •, r' a / THENCE SOUTH 45'15'14" WEST ALONG SAID RIGHT-OF-W,4Y FOR
<br /> � �� UNt7 REBAR"'�' � �
<br /> / ASPHALT S, ASHF(? CAP�! POlNT OF BEGINNING ` - w- WATER 1 1 4•0 4 F E E T;
<br /> THENCE NORTH 00'41'00" WEST FOR 150.27 FEET;
<br /> C RNER, I � �� � THENCE NORTH 58'16'15" WEST FOR 220.39 FEET TO THE
<br /> / s9 ! -----,, ' - S- SEWER SOUTHEASTERLY MARGI N OF EVERGREEN WAY (PSH #1);
<br /> 2j N 89°29'00° E 166.19' _� �� THENCE NORTH 31'43'45" EAST ALONG SAID HIGHWAY MARGIN FOR
<br /> ----- --- ! �/F ' \ _ <
<br /> / "' -��- STORMDRAIN 154.84 FEET,�
<br /> -- - - - ---------------- ----------------- I � 4 � / � � _
<br /> ------- ----- - ---------- - , , /
<br /> ` �� THENCE SOUTH 58'16'15" EAST FOR 181.75 FEET TO A POINT THAT
<br /> � BEARS NORTH 00'41'00" WEST FROM THE TRUE POINT OF BE�INNING;
<br /> / - ' o -�- GAS
<br /> CONC. CURB i i � THENCE SOUTH 00'41'00'" EAST FOR 147.87 FEET TO THE TRUE
<br /> � I�
<br /> � � i PROPERTY LINE POINT OF BEGINNING.
<br /> \
<br /> / '� � / X X EXISTING FENCE LINE
<br /> / \ SITUATE IN SHOHOMISH COUNTY, STATE OF WASHINGTON.
<br /> � � `�' o � °� `��
<br /> / 28041300102900 I�' �P�' = �\ �,5 G� �iii //// //ii //i EDGE OF EXISTING PAVEMENT
<br /> _____ , . , , � , � G.
<br /> CB RIM= 556.09 r----
<br /> � IE 6" CPP(S = 553.64 � n 2�, ' � �0� � - - - - ��- - - - - EXISTING CONTOURS
<br /> / !E 4" HDPE�N)=553.64 � ''� / , �_
<br /> � �y�"%� ��� � � XXX PROPOSED CONTOURS
<br /> / � � �
<br /> � , � , PRE-EXISTING DRAINAGE PATTERN
<br /> / 26.0' � 19'-6" 5.
<br /> � G
<br /> I '��� � ���G• � �
<br /> � `��O �� C8 IE RIM= 560.05 / � I � PROPOSED STORM
<br /> ------ ----- --�.�----� - -p� IE 12" CPP(S)= 556.45 / � PROPOSED SEWER
<br /> / � � �� IE 12" CPP(E)= 556.45 �. `'� � � - - - PROPOSED WATER
<br /> / II � �
<br /> / ��, � � �
<br /> � � �'"v� ( ' � PROPOSED 2" OVERLAY
<br /> 1
<br /> +
<br /> i 3.2 ,�� �• �i�\
<br /> o I s��, \� , �' �- PROPOSED CONCRETE
<br /> � 'p� z �, �Q, +� 22' ��
<br /> ����, � '� �6'•- � � DC PERMEABLE ASPHALT PAVEMENT
<br /> � � C� '��0� � �� � � � s6, �
<br /> / o �, a �'�� �6,� \ ��'a � � � C COMPACT
<br /> � ,9.
<br /> � o �
<br /> �n � faS�,y � � C' � �/��0�, �
<br /> 28047300103300 ' � �
<br /> � o
<br /> � � � ����F s- �, I ,4�� � � < SHE�'T IND�'X
<br /> � o, � �� � �. ,_ ��� Cc � =,M= �c.,_�� C1.0 COVER S EET
<br /> N C� y � IE 12" CPP(N)= 5�E C2.0 GRADING & SWPP PLAN
<br /> � '�� � �� ° IE '2" CPP!W,'= �5C C3.0 DRAINAGE AND UTILITY PLAN
<br /> � '�'� � � ' �� c3.� NOTES AND DE(AILS INSIGHT EN6INEERIN6 CO.
<br /> � I '� s�� '�� � Y IX _ C3.2 NOTES AND DETAILS P.O. BOX - 147H
<br /> �� � F.H. � C3.3 STORMWATER REQUIREMENTS EXHIBIT
<br /> � I �� e C4.0 EXISTING FEATURES MAP E V E R E T T, W A 9 H2 O E)
<br /> �� ,� �,,� � �� � �, (425) 303-9363 (425) 303-9362 FAX
<br /> �, ���� -----� � '`� < �o ,�o,°c� < ` CB �E RIM= 558.67 - INFO@INSIGHTENGINEERING.NET
<br /> �� ��G � V � \ \ , F. ��' p�� IE 12" CPP(N)= 553.87
<br /> ���,�� ` \'\ % � D� �J ��y � � IE 12" CPP(S)= 553.77 SITE ADDRESS: 8525 EVERGREEN W,4Y
<br /> '/� ��c�� �� � ,o� ���' � G`�� � IE 12" CPP(W)= 553.77 EVERETT, WA. 98208-2616
<br /> 0 G
<br /> l ��1� � 36" � � � � / G�� TAX ACCOUNT N0.'S: 28041300103900
<br /> ��/� � F � � �, �
<br /> REV. N0. DESCRIP710N INITIALS DATE
<br /> '/��` 24„ / a
<br /> : � � � ' R.
<br /> � � F � � e �y0• ��• I � ��� p,l`�� �AS�I�
<br /> � � � < -- SEC 13 T.28N. R.04E. W.M.
<br /> / \� � � � ��� CB IE RIM= 556.59 � '�-� � fr�q� � 1/4, , , ,
<br /> /� Oo � � � � IE 12" CPP(N)= 553.49 G� C � ,�
<br /> �` �� � � \ J,a �_� � IE 12" CPP(S)= 553.49 - pa � _ Z BURGER KING
<br /> IE 12" CPP(E)= 553.49 �
<br /> \ � DWG FILENAME �ESIGNED 8Y: DATE: SCALE: JOB NO.:
<br /> FOUND REBAR 8c SMASHED � � IE 8" CPP(W)= 553.64 �, q �
<br /> 0.1'(S) & OJ'(E) OF CORNER Q' ��' = V� 'F' 36499
<br /> � � � _ ���s�rs,���c�� �ao9s�.�wc :�c �o-�s-2o�s �"=20' 18-0961
<br /> � � SIONAL �r SHEET
<br /> � --
<br /> � CB IE RIM= 557.37 z 1
<br /> / �� IE 12" CPP(NW)= 551.87 �2 26-20�8 COVER SHEET Cj.O
<br />
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