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16-100954 (2)EXISTING INGRESS, EGRESS, AND UTILITY EASEMENT (0.09-AC) PARCEL NO. 7681900045 SE 1/4, SE 1/4, SEC 17, TWP 21N, RNG 4EW.MoN PARCEL NO. 7681900030 EXISTING SANITARY EASEMENT (0.01-AC) EXISTING SANITARY ^ EASEMENT (0.11-AC) 10.00, ' PARCEL NO. 9265030035 I � I TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. 1 1 201 OVA FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. LOT LINE TO BE ELIMINATED WITH BOUNDARY LINE ADJUSTMENT BASIS OF BEARING THE PLAT OF SECOMA BUSINESS PARK, ACCORDING TO THE PLAT TAX PARCEL NUMBER THEREOF, RECORDED IN VOLUME 113 OF PLATS, PAGE(S) 37 THROUGH 40, INCLUSIVE, IN KING COUNTY, WASHINGTON PROJECT ADDRESS: ZONING: VERTICAL DATUM JURISDICTION: ELEVATIONS SHOWN ON THIS DRAWING ARE BASED ON ELEVATIONS PARCEL ACREAGE: PROVIDED BY THE WGS SUREVY CONTROL DATABASE ELEVATION = 315.731' (NAVD88) MONUMENT IN CASE AT THE INTERSECTION OF PACIFIC HIGHWAY AND S 344TH ST 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.O' FOR THIS PROJECT. LEGAL DESCRIPTION PARCEL NO. 768190-0010 LOT 1, SECOMA BUSINESS PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 113 OF PLATS, PAGE(S) 37 THROUGH 40, INCLUSIVE, IN KING COUNTY, WASHINGTON. PARCEL NO. 768190-0020 LOT 2, SECOMA BUSINESS PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 113 OF PLATS, PAGE(S) 37 THROUGH 40, INCLUSIVE, IN KING COUNTY, WASHINGTON. I I v ♦j f PARCEL NO. 1721049047 \ LOT 2 - 7681900020o�N (1.27-AC).� i \VFj t. 44' 55"E r, 20.00 J , n, A\ Y }� EXISTING TYPE �f�- STREAM BUFFER N; STREAM ;` �/� ` s �f (0.22-AC ON PARCEL 7681900020 PARCEL NO. 1�J 1721049112 � I � ._ - ■ X PARCEL NO. 9265030030 PROJECT INFORMATION 7681900010 33430 13TH PLACE S FEDERAL WAY, WA 98003 BC CITY OF FEDERAL WAY 47,600 S.F. (t 1.09 ACRES) AS SURVEYED NET SITE AREA NET SITE AREA = LOT 1 + LOT 2 - STREAM BUFFER AREA = 1.09-AC + 1.27-AC - 0.21-AC NET SITE AREA = 2.15-AC 7681900020 33500 13TH PLACE S FEDERAL WAY, WA 98003 BC CITY OF FEDERAL WAY 55,497 S.F. (t 1.27 ACRES) AS SURVEYED GRAPHIC SCALE 0 15 30 60 FEET 1" = 30 FEET OWNER/APPLICANT: TELECARE CORPORATION 1080 MARINA VILLAGE PARKWAY, SUITE 100 ALAMEDA, CA 94501 PHONE: 510.717.2107 CONTACT: CAMERON COLTHARP CIVIL ENGINEER: AHBL, INC. 2215 NORTH 30TH STREET - SUITE 300 TACOMA, WA 98403 PHONE: 253.383.2422 CONTACT: TODD SAWIN, P.E. EMAIL: TSAWIN@AHBL.COM SURVEYOR: SITE SURVEYING, INC. 21923 NE 11 TH ST SAMMAMISH, WA 98074 PHONE: 425.298.4412 CONTACT: THOMAS WOLDENORP, PLS ARCHITECT: BCRA 2106 PACIFIC AVENUE, SUITE 300 TACOMA, WA 98402 PHONE: 253.627.4367 CONTACT: JIM WOLCH EMAIL: JWOLCH@BCRADESIGN.COM VICINITY MAP SCALE: 1" 1/4 MILE (1320') LEGEND EXISTING ® FOUND MONUMENT AS DESCRIBED SET 5/8" X 24" IRON ROD W/1" YELLOW PLASTIC CAP POWER METER UTILITY POLE QQ STORM DRAIN MANHOLE j SANITARY SEWER MANHOLE X WATER VALVE j FIRE HYDRANT Y i WATER METER -SS-- APPROXIMATE LOCATION SANITARY SEWER LINE —SD— APPROXIMATE LOCATION STORM DRAIN LINE —0HF-- OVERHEAD POWER —OHU--- OVERHEAD UTILITIES —o— 011. UNLINK FENCE CONCRETE WALL ASPHALT SURFACE CONCRETE SURFACE SEGMENTAL BLOCK WALL ----ELEV - — - CONTOURS SHEET INDEX SHEET NO. SHEET TITLE C0.01 COVER SHEET C1.01 PLAN PRELIMINARY TESC AND DEMOLJAND C2.01 SITE AND PAVING PLAN C3.01 PRELIMINARY STORM DRAINAG GRADING PLAN C3.02 PRELIMINARY SITE SECTIONS C3.03 PRELIMINARY SITE SECTIONS NOTE: REFER TO SHEET C2.01 FOR ADDITIONAL INFORMATION. PROPOSED SITE PLAN APPROVAL Permit Number: rk 100 !1l i 00-- UP Approved 'By: Date: Comments: o ;.o ELEV Civil Engineers v , Structural Engineers S � L� Landscape Architects L* • „ Community manners ■ - Land Surveyors Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 00 kill U w O m 0 ?� M W N � La 273 N M W Q N V N H N gal W F— Z W U F— Z W 2 I— W ct F- 0 Z Q Z o= M O WJ�� < M � U J ` w o Uj w IL F- W � 0 LU M ILL REVISIONS 1 CITY COMMENTS 5/11/16 DATE 05.11.16 BCRA NO. 14224 DRAWN BY: TAS REVIEWED BY: TCS SHEET TITLE COVER SHEET RESUBMITTED MAY 12 2016 CITY OF FEDERAL WAY CDS BRA R 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET C0001 USE PROCESS 11 I ' I I I I Know what's below. Call before you dig. DEMO LEGEND EXISTING DEMO STORM CATCH BASIN CONIFEROUS TREE AS NOTED DECIDUOUS TREE AS NOTED ASPHALT PAVEMENT CONCRETE STORM LINE SANITARY SEWER LINE SE 1/4, SE 1/4, SEC 17, TWP 21N, RNG 4E, W.M. TESC LEGEND: ® IP INLET SEDIMENT PROTECTION X SF SILT FENCE CL CLEARING LIMITS - — — — — — — — — — - SL SAWCUT LINE z GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET i _N88°4, '55-W 1 r' Nr ...._ _............ i 4 _... f ° �f _ j' WCN p CL s i i } f 3 i o f r h Q to 4 j - ° ° 35' STREAM BUFFER �et o l 1 1 i X Ile EXISTING TYPE Ns STREAM qqo c 0) ,.w Yl j t it Z 1: Rz </ I � DEMOLITION NOTES 1. DEMOLITION: IT IS THE INTENT UNDER THE WORK OF THIS CONTRACT TO INCLUDE, BUT NOT LIMITED TO, THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, BOLLARDS, AND GATES AS CLARIFIED BY THIS DRAWING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE SCOPE OF WORK. 2. CLEARING: IT IS THE INTENT UNDER THE WORK OF THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 3. CONTRACTOR SHALL LEGALLY DISPOSE ALL DEMOLISHED AND REMOVED MATERIALS OFF THE OWNER'S PROPERTY UNLESS INDICATED OTHERWISE. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHAL'S REQUIREMENTS IS PROVIDED FOR THE NEW AND EXISTING BUILDINGS. Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 00 km U W O � o c� `n W ~ Ch V N Cn CO Lif M � CV Z W W ti Q CO N Q CR a CV F N SEAL N W F— Z W U F— Z 5W G F- Q W Of F— Q Z Q Z Zo= O �o Cl) M F- CL U UW U � O U LU _M o x CL t- W vo M LL REVISIONS 1 CITY COMMENTS 5/11/16 DATE 05.11.16 BCRA NO. 14224 DRAWN BY: TAS REVIEWEDBY: TCS SHEET TITLE PRELIMINARY TESC AND DEMOLITION PLAN BCRA 19 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET C1.01 USE PROCESS 11 \ I i I I I I� 10' WATER EASEMENT PROVIDE SIDEWALK, CURB, AND GUTTER TO MATCH EXISITNG 40' INGRESS, EGRESS PARCEL NO. AND UTILITY 768190-0045 EASEMENT JAMES KURTZ & SU-MING MING — — — — — — SURFACING LEGEND STANDARD ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT 1 NOTE: REFER TO SHEET C2.01 FOR ADDITIONAL INFORMATION. Know what's below. Call before you dig. SE 1/4, SE 1/4, SEC 17, TWP 21N, RNG 4E, W.M. 926503-0035 KINDERCARE LEARNING CENTERS PARCEL NO. 768190-0030 KEMPWALD ENTERPRISES -X_ sinnOA I fin... 10' SANITARY SEWER EASEMENT PER AF#: 7703080765 PROPOSED FENCI PARCEL NO. 926503-0030 WOODLAND REALTY SERVICES Y� I I PARCEL NO. Y 172104-9047 1 NYH PROPERTIES LLC \ W O N tt` f \� \04; 1 \ r ✓ \ ' (� \ ~ t 0 '+tr ,\ F STING TYPE Ns STREAM �\ f .00, t i i x €I I^ PARCEL NO. 172104-9112 SUONG HONG N GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET S M PLAN +T O r AL Permit Nuunber. l & - 16 Q I s 4/-(10-- 0? Approved "$y- -�eAIA— Date: _ j Ca Comments: NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 35' STREAM BUFFER Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 00 U C.9 L w 920 0 �C, M w co N Cn co N Z ww m U N () Cn N H N SEAL W ;— z W U z W L5 1 NW 0 z Q z O= M LL O � � li O Q UW U aQ a _2 0 U w o r WM LU LL REVISIONS /N CITY COMMENTS 5/11/16 DATE 05.11.16 BCRA NO. 14224 DRAWN BY: TAS REVIEWED BY: TCS SHEET TITLE SITE AND PAVING PLAN BCRA 0 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET C2mOl USE PROCESS 11 GENERAL NOTES I DIMENSIONS ARE TO GRID, OR FACE OF STUD, UNO. 3 REFER TO ENLARGED PLANS FOR ADDITIONAL AND DIMENSIONING. 4 ALL CONDITIONS ARE EXISTING UNLESS NOTED OTHERWISE. 5 REFER TO G1.01 FOR CODE INFORMATION AND LOCATION OF SMOKE BARRIER AND/OR FIRE RATED WALLS. 6 PROVIDE SMOOTH AND SEAMLESS TRANSITIONS BETWEEN NEW AND EXISTING. 7 FOR INFORMATION ON MECHANICAUELECTRICAUPLUMBING, REFER TO MEP DRAWINGS. 8 PROTECT EXISTING SYSTEMS, FINISHES, AND ACCESSORIES. 9 REMOVE ANY SYSTEMS AND ACCESSORIES REQUIRED TO PERFORM WORK. PROTECT AND REINSTALL. 10 ANY CONSTRUCTION AFFECTED BY THE REMOVAL OR DEMOLITION OF EXISTING BUILDING SYSTEMS SHOULD BE PATCHED AND REPAIRED TO MATCH ADJACENT BUILDING FINISHES IN A CONSISTENT MANNER. 11 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR DEMOLITION COORDINATION REQUIRED. LEGEND VT•PATIENT FIRE EXTINGUISHER w/CABINET TOILET OILET 202 —71 199 I[ ILA Cl -— — — FEEC 203 — 5 5 — — — — -- O FIRE EXTINGUISHER w/BRACKET F I � CORRIDOR FEB CORRIDOREl 186 NURSE'S 2pp DDS DOWNSPOUT STATION 478 SF 549 SF 161 _ — — — CG CORNER GUARD — — — 720 SF I �nl� 7!�Mtt ACCESSIBILE — — — _MEDICATION LAUN DOUBLE FLOOR DRAIN, REFER TO — — —SEC HKJSTORAG [S7��GEJ OFFICERM� PATIEN 162 BEDRM• PLUMBING 1 1--'1 2�1 ■ILE �1/RS�- FLOOR PLAN - OVERALL A 8 = 1'-0 FEW NORTH i 0 4 8 16 SCALE: 1/8" = l'-0" WIRE MESH PARTITION 1 �01 RECESSED WALK OFF MAT MAIN FLOOR PLAN KEYNOTES sEA 00 U Z rn U Q W �0 �o m U 0 M O W cn _ v F--cn CR N M� U-�z N W LL tiQ c� v� NIR Q M CO lf) CN O N !— N 0. W Z W CU Z W Q0 ch W °° �Q 0 z w QLL z O= O m — ~ Lu Q Q M W LLI F— W M ZEVISIONS DATE 05.10.16 BCRA NO. 14224 DRAWN BY: Author REVIEWED BY: Reviewer SHEET TITLE FIRST FLOOR PLAN - OVERALL BCRA © COPYRIGHT 2016 - BCRA, INC. ALL RIGHTS RESERVED SHEET A2001 SITE PLAN REVIEW I 1/4, SE �/4SE, �j j I I \ I 40' INGRESS, EGRESS PARCEL NO. AND UTILITY EASEMENT iANITARY; "" ," " ." y 76819Q-0045 � IJAMES KURTZ & SU-MING MING 4 �SEMENT....,... — PEP .� !n7f)7n-r.nn .11\ PARCEL NO. 926503-0035 KINDERCARE LEARNING CENTERS SEC 17, TWP 21N, RNG 4E, W.M. PARCEL NO. 768190-0030 KEMPWALD ENTERPRISES --------354---.._��_; _-----353 Opp-\ 130 1 \IIVI - VVT.TV 4811 PIPE W = 489.0' Z GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET t N8804` I 10' SANITARY f �/—EASEMENT,.— --- -- — .� �� CENTeRLINE J ---- OF A ' WIDE r` j /CREEK ,, t TC: 341.9 C: 341~4 -SSMH I RIM =15i2.37 Q3 J FG 342.1 UNABLE TO - -- — — — ---------- OPEN -- � yy DUMPS 10' SANITASE�ER \ \ w ENCLOSURE I EASEMENT PER AF#: I\ K o o- RARCEL NQ�' .ri 7703 5 / \ M rn, 172104-9 47 \ t'/y PROPERTIESILC It` FG:341.0 \ \ z 0 ; FG:340. 1 0 4r' fl M \. X -S88°4 'S5"E _ f .00 i '+XISTING TYPE, Ns STREAM / J STREAM BUFFER \ \ i f / (0.22-AC ON PARCEL ~ r ri _ _ , , 7681900020) 2 - 7681900020 PARCEL NO. 926503-0030 WOODLAND REALTY SERVICES ( i PARCEL NO. 1 172104 9112 ° 1�/ SUON¢HONG I � w � �04 ;'" ui I J! Z d � ; 4011 CPEP ' IE 507.2' x i x CB RIM = 506.95' UNABLE TO ACCESS 00 U 7, L u mQ CD M CD M � N cn Li co :0IN Z LL uj :> ti¢ to U M LL- ` N Q 19y co to Lon N F CV W Illl- W U F— Z W 5 Q W F- 0 Z Q Z Z O O M 0 a- C) o U LLJ w M (a) o Lu M w lY ELLu W cl t M W REVISIONS '1\ICITY COMMENTS 5/11/16 DATE 05.11.16 BCRA N0. 14224 DRAWN BY: TAS REVIEWED BY: TCS SHEET TITLE PRELIMINARY STORM DRAINAGE AND GRADING PLAN SHEET � � r C3001 USE PROCESS 11 SE 1/4, SE 1/4, SEC 17, TWP 21N 0+00 0+50 1+00 1+50 L+UU LTV JTVV JTJV -* - vvSITE SECTION 1 1 SCALE: HORIZ 1 "=20', VERT 1 "=4' EXISTING PARCEL LINE 355 r— t--- 350 345 340 335 330 325 C IN, PROPOSED BUILDING PROPOSED BUILDI G I I EXISTING GRADE 10' STORM EXISTING INAG P..ARCEL. EASEMENT LINE IN, tl PROPOSED GRADE I I 355 350 345 340 335 330 325 10+00 10+50 11+00 11+50 12+00 12+50 SITE SECTION 2 2 SCALE: HORIZ 1"=20', VERT 1"=4' EXISTING 8" SANITARY SEINE EXISTING GRADE PROPOSED GRADE OD h Lq M DO CR Lf . CD O O O O I� O O I� N O0 d NO Lo DON ItM n - M� M� MM M M 17 M ro M P7 cM 17 M CM M M M chi M M EXISTING STREAM EXISTING rr—NTFRI INF PARCEL LINE Jou 345 340 335 330 325 00 00 U � C7 Z53: w MAE- Ln LL1 H N N mM N W LL � f� Q m U ti U N t— N SEAL 1_1_ W z W U F- z CW G NW ry F- 0 z Q z O O F- o OM 0 V O Q U w x� � O U _j 0 a I— WLu �o LLJI MLL REVISIONS 1 CITY COMMENTS 5/11/16 DATE 05.11.16 BCRA NO. 14224 DRAWN BY: TAS REVIEWED BY: TCS SHEET TITLE PRELIMINARY SITE SECTIONS BCRA IN 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET C3mO2 USE PROCESS 11 SE 1/4, SE 1/4, SEC 17, TWP 21N, RNG 4E, W.M. Know what's below. Call before you dig. Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL kmoCS �05 �9W i< 0 Q 0 CD M U�l W ~ CN N co O LLF co N Z W W co Q m U LL U Nco O N H N SEAL 0. W Z W U F- Z W 75 Q W F- 0 Z Q Z o0�=o � F- o§ Do Q c') U O Q UW U W ch � U w o � � �—WMU- REVISIONS 1 CITY COMMENTS 5/11/16 DATE 05.11.16 BCRA NO. 14224 DRAWN BY: TAS REVIEWEDBY: TCS SHEET TITLE PRELIMINARY SITE SECTIONS BCRA 'N 0 COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET C3mO3 USE PROCESS 11 r' 1 D rO v / I I TYPE Ns STREAM EXISTING DRIVEWAY PROPERTY LINE, TYP. 35' STREAM BUFFER Mw I p 9i0 ; ' � --,o //%LL//e /' I ! L // - - - - - - - - - - - - - - - - - - - - - - r L - - - - - - - - - - - - - - - -- - - - - - - - - - - _ tt ii v. 7 I T \ ^, \ \ I I J v v TREE REMO M w/e y' X 1 ° v v 1� \ e \d, fie. :tee . , ,, .. '� . _.. � a---r-..P�� �✓r •`. � < I 1 � { a Q de S I'.," .r,",.-a.. "^ ^w•° • ae� e \AP o J i M r e° � 1 CBF �q io� e e \ \— / \W / e as • A At( 4. ' ,` e Y `.,�. I L\ Iq *7111 / / A V \ v / I l o- 71 TREE / VEGETATION RETENTION PLAN CLEARING & GRADING: 1. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL CODES AND DEVELOPMENT STANDARDS; UNIFORM BUILDING CODES; PERMIT CONDITIONS; AND ALL OTHER APPLICABLE CODES, ORDINANCES, STANDARDS, AND POLICIES. 2. A COPY OF THE APPROVED PLANS MUST BE ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER RELATED OR REQUIRED PERMITS PRIOR TO BEGINNING CONSTRUCTION. 4. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR (1) TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND (2) TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. PLANT SCHEDULE TG2GFC BOTANICAL NAME / COMMON NAME CONT QTY DETAIL EXISTING TO BE REMOVED EXISTING TO REMAIN N/A N/A 0 20 40 7LmJ_1--T SCALE: 1" = 20' 60 feet NORTH 0 TREE PRESERVATION STATEMENT THE PURPOSE OF TREE REMOVAL ON THIS SITE IS FOR THE PURPOSE OF BUIILDING, PARKING LOT, AND DRIVEWAY CONSTRUCTION. TREE REMOVAL SHALL COMMENCE UPON START OF THE CLEARING AND GRADING PHASE OF CONSTRUCTION. SEE SHEET L2.00 (PRELIMINARY LANDSCAPE PLAN) FOR LIMITS, SPECIES AND METHODS USED FOR REVEGETATION. REVEGETATION SHALL COMMENCE ONCE BUILDING CONSTRUCTION REACHES A POINT AT WHICH SIGNIFICANT SITE DISTURBANCE IS NO LONGER A THREAT TO THE HEALTH OF THE PROPOSED PLANTINGS. TREE PROTECTION 1" = 1'-0" K- X-X X-X K \ � �I K \ / X PLAN ORANGE CONSTRUCTION FENCE METAL'T' POST @ 8' O.C., DRIVE (MIN 24") FIRMLY INTO SUBGRADE PLASTIC STRAPPING PULLED TIGHT TO SECURE AND MINIMIZE BOWING NOMINAL 2" X 4" CONTINUOUS AROUND TREE TRUNK 329343.90-03 06 Big] 0vg z rn C7 Q F� W oQ O m¢ o' 0 M Lo W M H N � con N 2: W W ti N U <qa � � � N H N I— W a STATE OF WASH I NGTON REGISTERED DSCGw ALAN R. McWAIN LICENSE NO. 1036 EXPIRES ON 4/6/2016 W ll- W U I-- z Lu co QO O W00 ZLU LU LL H LD= O U) � ~ Q 0 Q J ULu B- Q M U Q o w >O L0 I­-111 M REVISIONS DATE 03.11.16 BCRA NO. 14224 DRAWN BY: EJS REVIEWED BY: EJS SHEET TITLE TREE PRESERVATION PLAN B (Co* RA FEE 0 COPYRIGHT 2016 - BCRA, INC. ALL RIGHTS RESERVED SHEET Ll 000 co 0') X V N I I PRELIMINARY LANDSCAPE PLAN DROUGHT TOLERANT LANDSCAPING CALCULATIONS: TYPE Ns STREAM TOTAL LANDSCAPE AREA = 18,601 SF ALL SPECIES LISTED ARE DROUGHT -TOLERANT +---EXISTING DRIVEWAY WITH THE EXCEPTION OF: PROPERTY LINE 35' STREAM BUFFER 7 SF PER CLETHRA ALNIFOLIA °COMPACTA' x 107 = 749 SF 12.5 SF PER HYDRANGEA < d ARBORESCENS 'ANNABELLE' x 61 = 763 SF / I TOTAL NON -DROUGHT TOLERANT SF 1512 SF 18,601 SF - 1512 SF = 17,089 SF DROUGHT -TOLERANT LANDSCAPE I I 17,089 SF / 18,601 SF = 92% DROUGHT -TOLERANT LANDSCAPE � I I I PARKING LOT LANDSCAPING CALCULATIONS: I PARKING SPACES PROVIDED = 36 MINIMUM INTERIOR PARKING LANDSCAPE REQUIRED PER 19.125.070.2.A. = 36 X 20 SQ. FT. = 720 SQ. FT. INTERIOR PARKING LANDSCAPE PROVIDED = 1238 SQ. FT t I fI � t I E 0 20 40 SCALE: 1 " = 20' rd 124 X 60 feet x LANDSCAPE PLAN APPROVAL Permit Nulidw: 1 00 91L % Y 0-0 7_ p NORTH PLANT SCHEDULE TREES BOTANICAL NAME / COMMON NAME CONT CAL QTY PICEA GLAUCA PENDULA i 'WEEPING WHITE SPRUCE B & B 6'-8HT 7 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 2 GAL 3 QD ACER CIRCINATUM / VINE MAPLE B & B 6 O VIBURNUM DAVIDII / DAVID VIBURNUM 2 GAL 239 PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B 6'-8' HT 12 ACER GINNALA FLAME` / FLAME AMUR MAPLE B & B 1.75"CAL 1 GROUND COVERS BOTANICAL NAME / COMMON NAME CONT SPACING QTY ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL 24" o.c. 1,545 AMELANCHIER X GRANDI FLORA `ROBIN HILL' /APPLE SERVICEBERRY B & B 1.75"CAL 6 MULTI -STEM • QUERCUS RUBRA/RED OAK B & B 2"CAL 15 MAHONIA REPENS /CREEPING MAHONIA 1 GAL 30" o.c. 1,203 EXISTING TO BE REMOVED N/A 89 SHRUBS BOTANICAL NAME / COMMON NAME CONT QTY e "N`'�.<,�a�a-,':: TURF HYDROSEED /DROUGHT TOLERANT FESCUE BLEND SEED 1,936 SF 0 CLETHRA ALNIFOLIA'COMPACTA' / COMPACT SUMMERSWEET 2 GAL 107 i ) EXISTING TO REMAIN GLEDITSIA TRIACANTHOS INERMIS / THORNLESS COMMON HONEYLOCUST N/A 87 O 0 B & B 2"CAL 4 CORNUS SERICEA / RED TWIG DOGWOOD 2 GAL CORNUS SERICEA 'KELSEYI' / KELSEYI DOGWOOD 1 GAL HYDRANGEA ARBORESCENS 'ANNABELLE / ANNABELLE SMOOTH HYDRANGEA 5 GAL ILEX CRENATA 'SKY PENCIL' / SKY PENCIL JAPANESE HOLLY 2 GAL 20 474 61 8 oa U co Z rn C7 Q w oQ c> mQ �S 0 n W M � N CRw c� N z W LL � ti Q C.0 U M � Lo " Q Ma � I= Na F- N SEAL W z W U z W QO co O W00 O J Q W z _w 00 w � Q Q J O 0- Q co ) Lu dW W C) � M M REVISIONS /,\I CITY COMMENTS 5.11.16 DATE 03.11.16 BCRA NO. 14224 DRAWN BY: US REVIEWED BY: EJS SHEET TITLE PRELIMINARY LANDSCAPE PLAN B A 0 COPYRIGHT 2016 - BCRA, INC. ALL RIGHTS RESERVED SHEET W-W co co N I SITE PLAN REVIEW �I i EXISTING DRIVEWAY TYPE Ns STREAM W W W W \ Wn PROPERTY LINE 35' STREAM BUFFER am—mmAmmuffi woo an* e� ;=ww, Sv«P � .„,� � ".,w ,� � « � � '.,«` \ � \� �, F � ,,,�" � � .,„-..w. °....."' � ^-^w• ».w" � � � ..» � f.»" '«......, �'" `� .� f I �+ f w \O ffi ✓' € i Ist „.. s SS ..,..„„ •\ ,.,,..- ".'"' ., ,. ,.,r d € s«�. » f^" * °f i\i. m i \\m ar� ray\ .'� '`"`«"'ar „ a\' °' e `\"i 'm""•°`L,�a'-'i i`'�„ a \\ ® h` .,, 7 .cf.S 3 I r f a: w»w»..»>..r.� »o _ "�• �'•�> � «a«..�eraM» '"� /' d � e ' co * i * ,%. 'uw � � "� � c e * ' _ � "�.» g „\f ' �' « �"'°'•� -".w" i'�� « �� ` -°" i�� a ��d� � d• f�"s « " i f � � ° � < ' " � i � »s�` p s «» � � °"`' � I ✓/" .�`•a �� H * ........ .i-,.a,,. ......... �" a. x �i i »� � � � � . ✓", �'>�^a a 3� « � i>..«ems « " � § ' ;� ' j- do» « ..C'�' �. ° I «i'� ." \'f' i\�a µk `\°' s�\= » ae ♦ I j f ' s gg 41 " x ♦ � `", \, e. ..' .e . 'e• a 'd. �� : ®%» g 1 I ° a �✓ a " a r r � A w g J i d e wM «�. v •. n p « 3a f a t Til 17 a « co jkr ty p ® \ f £ 4 Ic � • t � �' d [1 � e _ b . d �.. � d . •� • d e � e e » gt ° � fib' '"`w -... � /ti tt « I, r� / i f _ X j SD SD � I sow, ;i6 v'e, ." M »a �./s' � -� y . f ' " ` W . \ o% - f x > > --- CALLOUT / SCHEMATIC LAWN IRRIGATION PLAN w j='giijill-lill - 1 , 111,10, mm= IRRIGATION SCHEDULE (LAWN AREAS 32 EXTERIOR IMPROVEMENTS SYMBOL DESCRIPTION QTY PRECIP PSI GPM SYMBOL DESCRIPTION QTY TURF ROTARY (TORO, RAIN BIRD) 523.3 S.F. 0.68 in/h 40 4 32-03 STEEL EDGING 143 LF 12- TO 24' RADIUS (3,7M-7,3M), TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. 32 EXTERIOR IMPROVEMENTS SYMBOL DESCRIPTION QTY SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY SHREDDED BARK MULCH; NATURAL COLOR 2" DEPTH 16,614 SF O RAIN BIRD PEB-PRS-D (2) 2 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. RAIN BIRD PEB-PRS-D 1" 1 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION- WITH PRESSURE REGULATOR MODULE. 6F FEBCO 825YA 1" 1 REDUCED PRESSURE BACKFLOW PREVENTER WATER METER 1" 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 AND CLASS 315 150.2 L.F. PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 345.8 L.F. 0 20 40 60 feet SCALE: 1 " = 20' 0 NORTH m 00 U Z rn 0 Q w C, 0 m¢ o 40<m �w v ~ N � cn L co � CZ N LLw c0 c4: w V' ti U N Q c� CV O F— N SEAL ry W W U I- Z W M O W00 O 0) J ZW W QL Z OCO Q Lu O CL UJI 0 < LU Q J Q M 0 w J a. I— Lu > W o Lo CC REVISIONS /,\CITY COMMENTS 5.11.16 DATE 03.11.16 BCRA NO. 14224 DRAWN BY: EJS REVIEWED BY: EJS SHEETTITLE CALLOUT PLAN B C R A 1 21 © COPYRIGHT 2016 - BCRA, INC. ALL RIGHTS RESERVED SHEET SITE PLAN REVIEW 2" n»..nIJ rl Inr rrrrl rnA1/1A In TVn 4 0 GAT�ESECTION V SCALE: 1 1 /2" = 1'-0" 3Y"x2Y" ANGLE Y" O (OUTSIDE) STEEL PIN W/ Ya" DEPTH STOP Y" TAB, WELDED TO PIPE COLUMN AND SLEEVE Y"O (INSIDE) PIPE SLEEVE 2 A1.51 8" SPLIT FACE CMU WALL )/" TAB, WELDED TO PIPE COLUMN AND SLEEVE 6"0 PIPE FILLED W/ CONC. GATE DETAIL 6 » SCALE: 1 1 /2 = 1 —0 8" PRE —CAST CONCRETE, 4" 4" SLOPED CAP O,LT 0. MASONRY _ .. 6'-8 11 f< #5 @ 32" O.C. VERT. (CENTERED) 8" CMU-1 (2) #4 @ 48" O.C. Y2" EXPANSION JOINT, FILL o 00 W/ SEALANT AT TOP Y2" 0 CMU ENCLOSURE WALL FLUSH WITH PAVEMENT a SLAB ON GRADE PER STRUCTURAL ADJACENT PAVEMENT, CONCRETE, OR PLANTER. REFER TO SITE PLAN T.O. SLAB a a a 24 #5 x 24DOWELS TO MATCH 3„ I �/ VERTICAL REINFORCING \I (ALTERNATE BENDS) N a a �. �i /(4) #5 AT BOTTOM 3— NOTE: INTERIOR SLAB SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE VAPOR BARRIER PER ARCH. BELOW SLAB OVER 4" MINIMUM FREE DRAINAGE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 90% DENSITY. FOR ACTUAL TOP OF SLAB ELEVATION REFER TO ARCHITECTURAL AND CIVIL DRAWINGS TYP. ENCLOSURE WALL SECTION SCALE: 3/4" = 1'-0" 5 PRECAST CONCRETE CAP Al Sl / 8" SPLIT FACE CMU E PRECAST CONCRETE CAP -- J 3 A1.51 4A ELEVATIONS SCALE: 1 /4" = 1'-0" 16 GAUGE x 1" WIDE HOOK WELDED TO FRAME CORRUGATED METAL CV 1 "0 GALVANIZED CANE BOLT GALVANIZED STEEL TUBE WELDED TO FRAME 2x2xY STEEL TUBE FRAME, PAINT MITERED CORNERS, WELD FULL PERIMETER GRIND FLUSH AND SMOOTH cV =J CV NOTE: REFER TO 4A FOR TYPICAL NOTES AND DETAIL CALLOUTS PAINT METAL 2 A1.51 FILL BOTTOM OF SLEEVE WITH CONCRETE TO ESTABLISH GATES AT 3" ABOVE PAVEMENT 6 A1.51 SECTION \ CAST IN PLACE lY"o FRONT ELEVATION CANE BOLT SHOWN (INSIDE) STEEL SLEEVEEMBCANE BOLT SHOWN IN DOWN POSITION FOR CANDED IN CONCRETE IN UP POSITION FOR CANE BOLT CANE BOLT ASSEMBLY SCALE: 1 1 /2" = 1'-0" MECH. TUBING W/ 6-1/4" INTERIOR DIAMETER X 1/2" WALL THICKNESS (TOP AND BOTTOM) 6" DIA. STD. PIPE FILLED W/ CONC. L if7 CUT 1-1/2" DEEP SLOT ON TOP OF UPPER 6-1/4" I.D. PIPE SLOT TO ACCEPT STOP BLOCK AND ALLOW FOR 105' OF DOOR SWING. STOP DOOR FROM SWINGING INTO TRASH ENCLOSURE. 8" CMU-1 FOOTING BELOW 4B A1.51 NOTE: CAP ALL OPEN TUBE ENDS W/ MTL. PLATE. FILLET WELD FLUSH AND GRIND SMOOTH. TYP. ALL EXPOSED ENDS OF TUBE MEMBERS SEE 6/A1.51 FOR CONNECTION 3-1/2" x 2-1/2" STEEL ANGLE �— CORRUGATED METAL A I � GATE HINGE DETAIL SCALE: 1 1 /2" = 1'-0" L_ NOTES: TUBE STEEL FRAME & CROSS BRACE 2" X 2" TUBE STEEL DOOR SWING 4Bn/V 1 A nMfl nrn L_ EQ> 13'-8" CLEAR I ` DRILL ASPHALT \ FOR CANE BOLT \ FOR GATE IN 180' OPEN POSITION GENERAL NOTE: REFER TO STRUCTURAL DRAWINGS FOR SIZING, CONNECTIONS, AND REINFORCEMENT 1. DOORS MUST SWING OPEN AT LEAST 90 DEGREES FROM CLOSED POSITION. 2. DOORS MUST SWING FREELY AND BE ABLE TO BE LOCKED IN OPEN POSITION. 3. PROVIDE A MINIMUM OF 50 FEET "STRAIGHT —IN" APPROACH TO FRONT OF ENCLOSURE. 4. AREA MUST BE FREE OF OVERHEAD OBSTACLES, SUCH AS POWER LINES, BUILDING OVERHANGS, ETC. 5. CONTAINERS MUST BE PLACED ON A HARD, LEVEL SURFACE, EITHER ASPHALT OR CONCRETE. 6. CONTAINERS MUST BE COVERED. 7. FENCE POST TO BE SET IN CONCRETE TO A DEPTH OF 36" BELOW FINISHED GROUND LEVEL. 8. CONTACT PACIFIC DISPOSAL FOR APPROPRIATE SIZE OF THE CONTAINERS. DUMPSTER ENCLOSURE PLAN SCALE: 1 /4" = 1'-0" coEllO o U co Z rn c� w 0 " �m 0 mQ 0 M W �cn N cn CRw Loco =:) N Z W I• Q U cn L_ N U cfl a ca cn cfl o CV CN I-- N SEAL W z W U z W 2 CM O 0 W °° rn �/ LL Q Q zW 0 W LL H O0 O s Q Lu U O a I- Q .J coU oWo a,-WM J > L0 REVISIONS DATE 05.10.16 BCRA NO, 14224 DRAWN BY: Author REVIEWED BY: Reviewer SHEET TITLE GARBAGE ENCLOSURE BCRA COPYRIGHT 2016 - BCRA, INC. ALL RIGHTS RESERVED SHEET A1.51 SITE PLAN REVIEW 05.11.2016 Telecare Corp. Evaluation and Treatment Center/Use Process II 10 Entry View AW VOW PC A A *06 - IJ A inw- Cultured Stone SW 6135 Ecru SW 6104 Kaffee H RIZONTAL HARDI RAIN'SCREEN 0 1 SW 7638 Jogging Path SW 6134 Netsuke SW 7046 Anonymous SITE PLAN APPROVAL Permit Number: / 62'- 1 C' 6' '7J -f L)P =071 - �Y�� Comments: North View East View South View -- ---- LU_ x <1 West View