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NW1 /4, NW1 /4, SEC 24, TWN 28 N, RNG 4 E, EVERETT WA, WM
<br />Parmit#• PW1607-003
<br />Cit= Aririracc• ini l l 9TH A
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<br />) INVESTMENT INC
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<br />PROJECT INFORMATION:
<br />SITE ADDRESS:
<br />9th AVE W (UNASSIGNED)
<br />TAX ACCOUNT NO.
<br />00535200000300
<br />ZONING:
<br />MIXED USE OVERLAY (MUO)
<br />PROPERTY AREA FEFORE DEDICATION:
<br />42,089 SF (0.97 AC)
<br />PROPERTY AREA AFTER DEDICATION:
<br />40,739 SF (0.94 AC)
<br />POLLUTION GENERATING IMP. SURF. (PGIS)
<br />24,500 SF
<br />NEW REPLACED PGIS
<br />25,200 SF
<br />NON -POLLUTION GEN. IMP SURF. (NPGIS)
<br />22,720 SF
<br />DISTURBANCE AREA:
<br />0.98 AC
<br />NEW IMPERVIOUS:
<br />32,420 SF
<br />REPLACED IMPERVIOUS:
<br />2,900 SF
<br />NEW REPLACED IMPERVIOUS;
<br />35,370 SF
<br />TOTAL PROPOSED IMPERVIOUS:
<br />38,370 SF
<br />SCHOOLS:
<br />MUKILTEO SCHOOL DIST #6
<br />FIRE DISTRICT
<br />CITY OF EVERETT
<br />WATER SERVICE:
<br />CITY OF EVERETT
<br />SEWER SERVICE:
<br />CITY OF EVERETT
<br />POWER
<br />SNO CO PUD DIST #1
<br />GAS
<br />PUGET SOUND ENERGY
<br />CB TOP 563 0
<br />INV 18"�S� 55825\
<br />INV 8" �E, 558.40
<br />PROPOSED NEW
<br />CURB, GUTTER &
<br />V SIDEWALK
<br />D/W CURBCUT
<br />PER COE STD
<br />DWG 307
<br />LEGAL DESCRIPTION
<br />CLIENT
<br />MECHANICAL/
<br />QUANTITIES ESTIMATE IN R/W:
<br />���js< � � � ��.� � ,, � „� �� �� � � <r-� ,�� �� „� , ,'��� ' ,. Proposed Use:
<br />�: , f,,
<br />4,v`�"w. d r ,4''kr#is"`L
<br />LOT 3, PLAT OF OLtVIA PARK, DIVISION 1 ACCORDING TO THE PLAT THEREOF,
<br />SCRUPPS DEVELOPMENT
<br />ELECTRICAL/...,a
<br />FIRE ENGINEERING
<br />ASPHALT CONCRETE PAVEMENT (ROADWAY)
<br />Description: SITE WORK F
<br />�, � s ,., . b ,. ,« ` . F`,
<br />33$ SY "" = � � :� � � , _'� �� •` �„,,
<br />�ry " � � =Y 4 ,,
<br />RECORDED IN VOLUME 11 OF PLATS, PAGE 13, RECORDS OF SNOHOMISH
<br />ATTN: BILL SCRUPPS
<br />CEMENT CONCRETE PAVEMENT (ROADWAY)
<br />° ,FS..�. .:'
<br />�,.,, e ,
<br />77 SY � � �� sw �, � �6 ,� . ,�.�� ;, � , ,^ � ,� � � , , � � . ,:
<br />�
<br />COUNTY, WASHINGTON.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />11231 LAKE STEVENS ROAD,
<br />LAKE STEVENS WA 98258
<br />A X ABOSSEtN MPE EPE FPE
<br />'
<br />LEED-AP & CEM -PRINCIPAL
<br />CEMENT CONCRETE CURB & GUTTER TYPE A-1
<br />( )
<br />_ ,,. � � ::� ^ k�N >{� ,E m� � ��� �� :; � .: ;. .. Reviewed By:
<br />150 LF a.
<br />���;. �� �' . �� : -. �. �� �� .. Office Set lob SrtE
<br />-
<br />PH. 425-422 5163
<br />ABOSSEIN ENGINEERING, LLC
<br />CEMENT CONCRETE DRIVEWAY CURBCUT
<br />1545 F
<br />PROJECT DESCRIPTION:
<br />w scru s comeast.net
<br />P PP @
<br />2100112th AVE NE, STE 201
<br />„
<br />DUCTILE IRON WATER MAIN 4 0)
<br />12 LF
<br />P REPRESENT IVIL DESIGN IMPROVEMENTS RELATED TO
<br />THESE PLANSC M S LA
<br />PROJECT ARCHITECT.
<br />V E WA 9 4
<br />BELLE U 800
<br />�
<br />„
<br />DUCTILE IRON WDATER MAIN 6 0
<br />( )
<br />,. „ram. e , .rJY , f: �� .,Y i a ,• e � � : a' .. .a., ` ,'� c � :.' a =,, ,�� ^,.
<br />� � u
<br />12 LF
<br />CONSTRUCTION OF A 5 STORY RESIDENTIAL APARTMENT BUILDING WITH 42
<br />RANDALL J. MUNSON
<br />GAT VALVES 6
<br />( )
<br />1 EA
<br />� a;Si � �. f` t :. - ter, ex. ✓ r ..,.,: t,xz
<br />UNITS AND HAVE 58 AT GRADE PARKING SPACES. HALF STREET FRONTAGE
<br />.... ,�.:, .. .. .. .ar - . _ -:k , , -_~ ... ,'?��,, �:t ., , ,. .. , ..:w..
<br />WITH A 1 FEET F ADDITIONAL RIGHT-OF-WAY RE TO BE
<br />IMPROVEMENTS 0 EE 0 0 LA
<br />BUILDING DESIGNER
<br />LANDSCAPE
<br />FIRE HYDRANT ASSY
<br />0 EA
<br />�'r •'r �`.
<br />DEDICATED.
<br />1771315th AVE NE, STE 102
<br />ARCHITECT
<br />CATCH BASINS TYPE A
<br />4, v ,�� 2�{'k 1..{.�3�?d'm,'i
<br />'3 Y"Y' # y ,.: 4q� '�' L:M Y.� `.vt..�F 6�"`,M ,f ,�3
<br />2 A e: N, . +t
<br />'
<br />SHORELINE, WA 98155
<br />UNDERGROUND UTILITY NOTE
<br />KEN LARGE LA
<br />,
<br />PVC SIDE SEWER 6 Qi
<br />32 LF
<br />p , i r, syij_Yy �%,F` Y" , i, .. .i a±,.. s.t A�,...a� � , e. .-,. " ,v+ �}sc �:e'e F�'•k £ '4"' 'Y, .+�r{ ".,+ ^�!?`.:.
<br />SITE ENGINEER
<br />KEN LARGE LANDSCAPE
<br />W (SADDLE)
<br />48 SEWER MANHOLE S L
<br />( )"jfi^
<br />1 EA
<br />"' '} '•..:
<br />EX. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON
<br />HARMSEN & ASSOCIATES INC.
<br />ARCHITECTURE
<br />F bN "' S .. %, Yl ,?:=':...�1 bar, :,', : '.. f y �' ,:; _ %`"` ,� --:r 2a.
<br />SURFACE INDICATORS. NO UNDERGROUND LOCATE SERVICE WAS UTILIZED
<br />MHA L E. RY N
<br />21803 NE 17th CT
<br />FOR THEIR LOCATION. THE USE OF THIS MAP FOR THEIR EXACT LOCATION IS
<br />840 5E 8th AVE SUITE 102
<br />SAMMAMISH, WA 98074r
<br />"» '>•t5:.":'.. - . .r _. -., s { N 4'' '.�,a'". ! ?�, �:� '+t.+;..�,,
<br />�. p � `�
<br />NOT WARRANTED. PRIOR TO CONSTRUCTION, USER SHOULD CALL THE
<br />PHONE. 425.836.4578
<br />". .,°, I n .. .�'i`,�r;,Cr ,�'3. µr'�,��,.. 't+"m ,n. ,�N" �,"^ _ , ,,. �,,..0 , a
<br />,:,. �� �� _.., d
<br />• . , � . � .. ,, d , ,� ,., �. �,n ,�,..,, , ,..� , is: � �� �����
<br />UTILITY LOCATE SERVICE AT 1 800 424 5555, TWO BUSINESS DAYS BEFORE
<br />AK HARBOR, W 77
<br />0A 92
<br />�J
<br />CONSTRUCTION.
<br />MICHAELR HARMSENINC.COM
<br />@
<br />". ... -k� A '..� , ). +t�i`'�`£b'v?p:. ''.a: 1 ypf�r�`�j(>F:... n l" S,c��� i �'., p T;;} d3 e':'
<br />360 675-5973
<br />� � J��` •. f`y,.�' 1`
<br />k^. x k,.
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<br />,.
<br />TRAFFIC CONTROL
<br />�y, „�; �� � . � h :�ed4 "u , `� 1 ����>n� 1� 1 mi4 5., t � eiM '. t�& . ��,+.. $� ','� dy#•�
<br />D
<br />PROJECT SURVEYOR:
<br />.
<br />CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO WSDOT PRIOR TO
<br />BEGINNING WORK ADJACENT TO INTERSTATE 5. NO PAVEMENT DISTURBANCE
<br />DAVE WEST & CO
<br />�' 8 °'� k, .��.. � ��:.� � h . 1 � °:� ` I � � , .•':: $ „�
<br /><
<br />OR OBSTRUCTION OF INTERSTATE TRAVEL LANES SHALL BE PERMITTED.ATED
<br />PROFESSIONAL LAND SURVEYORS
<br />�, . . � , . � . < , M; .'i.. ,„ . ,� �. . r , , , � • _: , „ r , ,
<br />DAVE G. WEST, PLS
<br />136 ASH WAY, EVERETT, WA 9204
<br />ry
<br />( ) 630-0783
<br />INV 18"(S) 558,25
<br />INV 8" W)
<br />558J9
<br />X
<br />1"=20'
<br />0 10 20 40
<br />EVViERAL_D GARDENS CONDO.
<br />PUD TRANSFORMER
<br />PUD CABINET
<br />EX 6' WOOD S
<br />FENCE V� N89'20'00"E 311.77'
<br />_.�„ _- N.I��. X �---�—��rr-:-��: i_-�r�r-�i .r--.� �—�.--�� i; �.�..�.i� �' ._�i..�,�� ' ��
<br />„
<br />- 301.77' (AFTER DED) -- - - - -- -- -- Q'
<br />;NV 18"(iN 5,6, 39
<br />4 S F
<br />— rriuvnit rHw i to NU x 1'THK @ Z OG) DUMPSTER AREA —J l �
<br />PARKING -FIRE LANE" �.
<br />INF �>,04
<br />2
<br />MARKINGS PER SPECIFICS (12 x 7.6) to �! - /. ve V
<br />V �E� 556.64
<br />�
<br />IN THE H.E. DECISION 26d
<br />EX SSMN - RETENTION FOND (NP)
<br />EX CB_
<br />TOP 560.24 ^� °° TOP 559:51
<br />NV 552.89 CTR, 4 INV 8"(W) 557.9
<br />V PROVIDE "NO PARKING -FIRE
<br />LANE-TOWAWAY ZONE" SIGNS
<br />PER H.E. DECISION 26e (TYP)
<br />QD
<br />xll�
<br />z
<br />z�j
<br />1�
<br />r EXISTING FIRE SITE LAYOUT & PARKING PLAN
<br />HYDRANT
<br />SCALE: 1" = 20'
<br />I
<br />VICINITY MAP
<br />SCALE: 1" = 1,000'
<br />C.O.E. STANDARD DRAWING REFERENCES:
<br />1. FOR PARKING STALL GEOMETRY DETAILS, SEE STD DWG 334.
<br />2. FOR PAINTED ADA STALL SYMBOL, SEE STD DWG 724
<br />3. FOR D/W CURBCUT DETAILS, SEE STD DWG 307
<br />GENERAL NOTES:
<br />FOR FRONTAGE IMPROVEMENT DETAILS, SEE SHEET C2.0 & C2.2.
<br />FOR LANDSCAPE PLANS, SEE ARCHITECTURAL DRAWINGS.
<br />FOR ALL BUILDING DETAILS, SEE ARCHITECTURAL DRAWINGS,
<br />FOR ADDITIONAL REQUIREMENTS, SEE H.E. DECISION (JAN.15, 2014).
<br />THIS SITE CONTAINS A PRIVATE FIRE SUPPRESSION (SPRINKLER) SYSTEM.
<br />POSTAL NOTE:
<br />ALL INCOMING AND OUTGOING POSTAGE WILL BE INSIDE THE BUILDING.
<br />LANDSCAPE NOTE:
<br />SEE LANDSCAPE PLANS, BY OTHERS,
<br />PARKING DATA:
<br />TOTAL PARKING:
<br />62 PARKING STALLS (INCLD's 2 ADA STALLS)
<br />COVERED PARKING:
<br />31 PARKING STALLS (11 FULL/20 COMPACT)
<br />FULL SIZE STALLS:
<br />34 FULL SIZE STALLS (INCLD's 2 ADA STALLS)
<br />COMPACT STALLS:
<br />28 COMPACT STALLS
<br />DRAWING INDEX
<br />SHEET #
<br />SHEET TITLE
<br />CO.0
<br />SITE LAYOUT & PARKING PLAN
<br />C1.0
<br />EXISTING CONDITIONS & SWPPP
<br />CIA
<br />SWPPP NOTES & DETAILS
<br />C2.0
<br />GRADING & DRAINAGE PLAN
<br />C2.1
<br />STORM DRAINAGE PROFILES
<br />C2.2
<br />FRONTAGE IMPROVEMENT PROFILE
<br />C3.0
<br />SEWER & WATER PLAN
<br />PLAN APPROVED
<br />DEPARTMLWr
<br />A PWIC WORKS PERMIT n
<br />�✓ RSQUIM PRIOR TO STARMW
<br />AMw IANS"IRumom oN TIC
<br />PWM=. APPAOVAI FOR TM
<br />PQO7ECT IS CONDITIONAL I
<br />tYRRt /ii ST AADS 0
<br />Plawr FOR com"Wetlon
<br />war
<br />VERTICAL DATUM: NAVD88
<br />NAVD88 — 3.586' = NGVD29
<br />NGVD1929 MONUMENT U 406, BRASS
<br />CAP IN FOUNDATION OF THE TRAFFIC
<br />SIGNAL POLE NW CORNER OF THE
<br />INTERSEC11ON OF 100TH & EVERGREEN
<br />WAY ELEVATION 569.49'
<br />LINE MEASURES 1" AT
<br />FULL SIZE PLOT
<br />IF SHEET SIZE IS OTHER
<br />THAN 22"X3e ADJUST
<br />SCALE ACCORDINGLY
<br />OR A NEW 42 UNIT APT BLDG
<br />Wk-6 Date: ? .
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<br />DRAWN BY: GTR
<br />CHKD BY: MER
<br />DATE: 06/29/2016
<br />14-063
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