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18-105080 (2)3cf„ih 11_ r I I I I I I / I I� �I 30' PRIVATE INGRESS/EGRESS AND UTILITY 15' SEWER I / EASEMENT PER BINDING SITE PLAN I l_ L .w P 14 9 �Gp� 5 31?(ft St 2$th AW c>u_axr s : ��y Cente, v Y% �n S :i2lnd St PROJECT . LOCATION lh —//' F. 82M,d St S 32411, Winged foot Way Bon— Mob `e gHTit7p4C LI) zmC .!k .4 - a htr W 98 ,k , � irp:ex �ls.r Yil.11 h �t J VICINITY MAP SCALE: N.T.S. o� EXISTING <� ROCKERY / / \91 - I S 3251h Si r SITE & BUILDING INFORMATION EAST CAMPUS TERRACE - LOT G BSP 32125 WEYERHAEUSER WAY S FEDERAL WAY, WA PARCEL # 2154840010 DESCRIPTION (PER CHICAGO TITLE INSURANCE COMPANY COMITMENT NUMBER 0095595-06 DATED APRIL 6, 2017 & SUPP #1 AND #2(5-10-17) LOT 1, EAST CAMPUS TERRACE - LOT G (BINDING SITE PLAN) ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 252 OF PLATS PAGES 59 THROUGH 63, INCLUSIVE, IN KING COUNTY, WASHINGTON BUILDING OWNER: WASHINGTON CONFERENCE OF SEVENTH DAY ADVENTIST 32229 WEYERHAEUSER WAY S FEDERAL WAY, WA 89001 SITE: 1.65 ACRES 71,874 SQ. FT. NET SITE AREA: 61,350 S.F BUILDING OCCUPANCY: A3 CONSTRUCTION TYPE:V-B FULLY SPRINKLERED BUILDING SQ FT.: = 12,894 SQ, FT. PARKING SPACES WITHIN PROPERTY LINES 111 EXISTING SPACES 3 ACCESSIBLE PARKING SPACES 1 VAN PARKING SPACE SEE CIVIL FOR PARKING CALCULATIONS BUILDING PHASES PHASE 1: POUR ENTIRE SLAB AND ALL SLAB RELATED WORK. COMPLETE SITE WORK. ENCLOSE AND FINISH OUT MULTIPURPOSE, CLASSROOMS, KITCHEN, BATHROOMS AND OFFICE SPACE. INSTALL FIXTURES AND FINISHES. AREA: 5,532 S.F. TIMELINE: 12 MONTHS PHASE 2: FINISH OUT CLASSROOMS, INCLUDING ALL FIXTURES AND FINISHES. AREA: 1,897 S.F. TIMELINE: 8-12 MONTHS PHASE 3: ENCLOSE SANCTUARY AND LOBBY SPACE. FINISH OUT AND INSTALL FIXTURES AND FINISHES AREA: 5,498 S.F. TIMELINE: 8-12 MONTHS AREA CALCS INGRESS/EGRESS: 2468 S.F. POWER EASEMENT: 2784 S.F. STREET SCAPE SETBACK: 4932 S.F. WATER EASEMENT: 1012 S.F. ENTRY COURTYARD: 916 S.F. RETAINING POND: 2419 S.F. APPROX. O U) Q W U) 0 W Q W i W FIRE HYDRkNT NOTE: ALL UTILI-IES (GAS,WATER, SEWER, TELEPHONE, ECT. ARE PROVIDED TO PAD SITE. ALL PARKNG AND PARKING PERIMETER AND ISLAND LANDSCAPING IS EXISTING. PRECLUDED ACREAGE- SITE IS BUILDING PAD READY. (O ACREAGE IS PRECLUDED FROM PROPOSED BUILDING CONSTRUCTION AREA. A, s �V L CC,,,JI Lclitli SITE PLAN SCALE: 1'-0"=20' ._ 0 10 20 40 co 0 M O Z O w cn Q w ❑ t� C.3 CD 00 v) C) Eco M 00 co d' W co US�� I— 00 a)U`=o L- LoWM U ry n Q U U < Zry J Q Q W n = W n U) Z Q !i w E'— W SHEET #: Al ■ 0 DKA PROJECT #: 191f) ♦ O� 30' PRIVATE INGRESS, EGRESS POWER EASEMENT 1 �N REC.NO.20070409000213 AND UTILITIES EASEMENT i � ! ( i..o �..-..- REC.NO. 19990916001397 (RELEASED BY 20060411001775) & ; i of- lla'0 2001.1221001391 (MODIFIED BY I -- - � -- -� - i I -- — — _ 20051116002069, INGRESS /EGRESS - - -- - - z �a PORTION PARTIALLY RELEASED TO W -- x ONLY BE OVER THE SOUTH 80 FEET vo ROCKER I I I W :5 1 OF LOTS 1 AND J AND AN ENTIRE 4 RELEASE OF ANY PORTION WITHIN tea/ ! LOT C BY RECORDING NUMBER �, s' p� : CB ! I 20660411001774 15' PRIVATE SANITARY SEWER EASEMENT � I PER BINDING SITE PLAN 20090921001612 \ � I f F_ - I i � I I ( t cwj m Ir - +fj ----- 'SEWER )0191 05 (S) \ l m I ° ° - I _ I� jGm I - ° w I 0 IF, ° . Y I 'ADJUST IN THIS P DUE T( UHT CEDAR-FENCI I Y` N��g G SEASONAL PLANTING, v BY OWNER I �MTER VAULT WATER METER I -Z / '4'," TER VALVE PLANT SCHEDULE QTY. BOTANICAL NAME COMMON NAME TREES SIZE & SPACING, NOTES x Acer circinatum Vine Maple 6 -8' HT, 3 stem minimum, B&B x Carpinus betulus Frans Fontaine Frans Fontaine Columnar Hornbeam 2 cat, fully branched & uniform, B&B x Fagus sylvatica 'Dawyck Purple' Columnar Purple European Beech 2" cal, fully branched & uniform, B&B o x Juniperus scopulorum 'Spartan' Spartan Juniper 6'-8' HT, B&B SHRUBS / GRASSES / PERENNIALS �— x Abelia x grandiflora Glossy Abelia 5 gal@ 4' OC O— x Azalea 'Purple Gem' Purple Gem Azalea 2 gal @ 3' OC O— x Calamagrostis x acutiflora Foerster's Feather Reed Grass 2 gal @ 30" OC 'Karl Foerster • x Cistus x purpureus Purple Rock Rose 2 gal @ 4' OC x Euonymus alatus 'Compactus' Dwarf Burning Bush 5 gal @ 4' OC O— x Lavandula angustifolia 'Hidcote Blue' Hidcote Blue English Lavender 2 gal @ 30" OC x Pennisetum orientale 'Karley Rose' Pink Fountain Grass 2 gal @ 3' OC - x Spirea japonica 'Limemound' Limemound Spirea 2 gal @ T OC x Viburnum davidii David's Viburnum 2 gal @ 4' OC x Viburnum tinus 'Spring Bouquet' Spring Bouquet Laurustinus 5 gal @ S OC GROUNDCOVERS O— x Arctostaphylos uva-ursi Vancouver Jade Kinnikinnick 1 gal @ 30" OC, triangular spacing 'Vancouver Jade' ®- Seasonal Plantings by Owner LANDSCAPE SPECIFICATIONS & NOTES W 0 z Q ALV LIGHT STANDARD A T R VE '�1 WA TER .VE LU WATER EASEMENT REC.NO.19990903000828 8WATER EASEMENT REC.N0.20090921001612 ` STREETSCAPE AREA J REC.1\10.19990916001397 —COORDINATEWITH CIVIL ENGINEER. REFER TO CIVIL C3 L ' LIGHT STANDARD 1. SCOPE OF WORK a. The landscaping and irrigation work is part of a larger site project resulting in disturbance to the site, landscape and irrigation. As such, the landscape contractor shall coordinate all work with the general contractor, both before any construction begins, and during the course of construction. 2. MATERIALS a. Topsoil. Topsoil shall be a 3 way blend of the following products; fine organic compost, loam, sandy loam and loamy sand. Topsoil available from Cedar Grove 877-764-5748, or approved equal b. Mulch. Mulch shall be dark fine mulch, applied to a 2" compacted depth on all beds. Mulch available from Cedar Grove 877-764-5748, or approved equal c. Fertilizer. Agraform 21-gram tablet time release fertilizer shall be used in all plantings. Place 1 for each ground cover, 2 for each shrub and 4 for each tree. They shall be placed in the plant pits as detailed. Also, top dress all plants with a suitable 'starter fertilizer. d. Tree Stakes. Tree stakes shall be 2" diameter x 8' length Lodgepole pine. Fasteners shall be 1" PVC Chain -Lock, placed as detailed. 3. SOIL PREPARATION a. Prior to any landscape work, contractor shall remove, or have removed, all debris from the other building trades from the landscape surfaces. NO landscape work shall commence until the areas are cleared of other trades debris. b. Cultivate the existing ground surface to a minimum depth of 8" and remove all rocks over 1 ", existing roots and other debris. c. Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil. d. Beds. Place a minimum of 6" of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 8". Remove all rock and debris which may surface. Finished grade of topsoil shall be 2.5" below adjoining paved surfaces, allowing 2" for mulch. Therefore, finished grade shall be 1/2" below paved surface. 4. PLANTING OF TREES, SHRUBS AND GROUNDCOVERS a. Contractor responsible to verify quantities. b. Contractor is to confirm that all beds are prepared and ready for planting, without interference with other trades. c. Layout all plants as per plan and approval by Landscape Architect or Owner's Rep, making sure the plants are orientated to give best appearance to the viewer. d. Pit plant all plants into prepared soil and plant per the details. While planting, water the plants into the plant pits thoroughly soaking the root balls and soil. Place fertilizer tablets as specified, filling plant pits with specified topsoil. Top dress fertilize when completed. e. Shrubs shall be a minimum of 24 inches high at the time of planting. Shrubs and groundcover shall be planted to attain coverage of 90% of the planting area within 3 years. f. All plant material used shall meet the most recent American Association of Nurserymen Standards for nursery stock 5. WARRANTY LAND REVIEW PROCESS III NOTES 1. DROUGHT TOLERANT PLANTINGS All plantings are native / native adapted plantings, allowing for drought tolerance once established. Irrigation shall be used to maintain health and vigor of plants through seasonal droughts 2. IRRIGATION FOR LAWN AREAS No lawn areas proposed 3. TOTAL SQUARE FOOTAGE OF PARKING LOT ISLANDS 485 square feet per FWRC 19.125.070(2)(a). All parking areas are existing 4. SCREENING OF UTILITIES Existing and proposed utilities to be screened with fencing and plant materials M PLAT A VAL 001* E--- C W, 01 i IY n i E Q O M U) O , J V W 00 O co O Z3 O � O _..1 = W I z C 0 CU ..J co N O J � � � N 2: M 5. 0 a a 0. M N a 0 s CL M V J N a. All landscaping shall be warranted for one year from FINAL ACCEPTANCE. Plants requiring replacement shall be of the original variety and size as specified herein. 0 6. IRRIGATION r a. All landscape areas will have automatic sprinkler systems installed 0 10' 20' 40' 80, _J b. Owner to provide coordination to tie into existing irrigation system Graphic Scale: 1" - 20'-0" a C t C II a C V n� z O 1 5 w ^4 F U 4I 2 �p N zz <ujg WIDE BRANCH ATTACHMENT REMOVE BURLAP FROM TOP HALF OF ROOTBALL ROTOTILL COMPACTED SUBGRADE AS SPECIFIED NOTE: 1. FERTILIZE AND WATER AS SPECIFIED FOLLOWING PLANTING. 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. SEE STAKING DETAILS STRONG STOUT STEMS AND BUDS COVER SOIL LOOSENED AREA WITH 2" BARK MULCH. KEEP MULCH 3" FROM TREE TRUNK w z F m DIG THE PLANTING PIT AT LEAST 2 TIMES THE SIZE OF THE ROOTBALL 00 0 fil=lf TT lTll I I-1 11- III —SPECIFIED TOPSOIL PLACE ROOTBALL ON SOLID SOIL DECIDUOUS TREE PLANTING DETAIL SCALE: NTS PLACE TOP OF ROOTBALL 1" ABOVE LEVEL GROWING IN NURSERY DIG THE PLANTING PIT AT LEAST TWICE THE SIZE OF THE ROOTBALL TILL COMPACTED SUBGRADE AS SPECIFIED REMOVE BURLAP FROM TOP %2 OF ROOTBALL m NOTES: 1. FERTILIZE & WATER AS SPECIFIED FOLLOWING PLANTING. 2. SEE SPECS FOR ADDITIONAL INFORMATION 3. SEE STAKING DETAILS. DECIDUOUS TREE STAKING DETAIL SCALE: NTS COVER SOIL LOOSENED AREA w w > WITH 2" MULCH. KEEP MULCH 3" AWAY FROM U. TREE TRUNK C w N i I=1—SOIL BACKFILL (SEE SPECS) CONIFER PLANTING DETAIL SCALE: NTS PLACE ROOTBALL ON SOLID SOIL CONIFER TREE STAKING SCALE: NTS :K TREE TIES .E STAKE. PLACE 3ALL 2" MULCH SAUCER v.uo.ri 1�aruv va.ur.iuoo r an Mal oo.r000. •• a.. ... . ....... . TOPSOIL BACKFILL (SEE SPECS) TRATE 12" MIN. BELOW REMOVE BURLAP FROM TOP ►NTING PIT %2 OF ROOT BALL SHRUB PLANTING DETAIL SCALE: NTS NOTES: 1. USE PLANT STARTER SOLUTION DURING PLANTING OPERATION. FEED AS SPECIFIED. 2. SHRUBS SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE FG 2 M SPREAD ROOTS OF BASE ROOT PLANTS OUT OVER CONE OF HAND -FIRMED TOPSOIL CONE OF HAND -FIRMED TOPSOIL FOR BALL & BURLAP PLANTS CHAIN LOCK TREE TIE 2" MULCH 1 GROUNDCOVER PLANTING DETAIL SCALE: NTS 0� O N 00 _ U) 0 � O Q Q CL N w > .. _ U t6 (n M L- C) O ry s i E Q coo J V ago O Lo m O Z'30�0J =WIT@ Z C co M CC O tV Q � O O Lo N Z W a Q_ a Q •— (n z o � s W 0 � to NzI oZ W z O4 0 v ina (n Q W s s W X S W= 0 o 0 W2 00 t O L. N D C( 3 0 o 0 c' t co E rn D 4 r U U la1 w3 W (QJ 4 006 (n o ah aF— z 6 z O t- > a w o � REGISTEREQ HIT cT WNTON C. LAMBETH STATE OF WASMWGTON U N 2 ti Q o 00 �U) o `Z M E �-- d- J 00 ^ m .j 00 o0 �U-� < z�-M �.U.)WCD Q U Q Q � W _. Q = W U. Q 0 U) �z o° w j X -i w w SHEET #: A3mOl DKA PROJECT #: 1610 B A4.0 . `:A 4.0 26'-6" MAX. BUILDING HEIGHT 4" BUILD UP FOAM VANEER BRICK 2" BUILD UP FOAM WEST ELEVATION SCALE: Y8"=1'-0" 0 ill ill 8 2 I 2 4" BUILD UP FOAM 3" BUILD UP FOAM 3" BUILD UP FOAM NORTH ELEVATION SCALE: %'1-1's ft WA,M— VAL 8 2 7Y�i Gomomb: _ O Lij aW 1111496 REGISTERED ARCHIT CT 9AENTON C. LAM8ETR STATE OF WASNINGTON W 2 {�- O ■ r 00 W O �2=QM E �-- d- J00 d- w 00' dS�o � o MLLnrWJC) W C) v) M V ..sir Q U < z Q Q CL ry W .r. 0 = W U. U) U) �z 00 ry Q E— W X J W W SHEET #: A3002 DKA PROJECT #: inin TITLE REPORT NOTES: (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER 0095595-06 DATED APRIL 6, 2017 & SUPP #1 AND #2(5-10-17)) 1. EASEMENT(S) FOR THE PURPOSE (S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION PURPOSE: RIGHT OF WAY FOR WATER FACILITIES AND ALL APPURTENANCES RELATED THERETO RECORDING DATE: SEPTEMBER 3, 1999 RECORDING NO.: 19990903000828 AFFECTS: AN EASTERLY PORTION OF SAID PREMISES; AND OTHER PROPERTY PLOTTED 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF FEDERAL WAY, A MUNICIPAL CORPORATION PURPOSE: INGRESS AND EGRESS FOR INSPECTION OF AND TO REASONABLY MONITOR THE STORM WATER TREATMENT AND DETENTION FACILITIES RECORDING DATE: SEPTEMBER 16, 1999 RECORDING NO.: 19990916001926 AFFECTS: SAID PREMISES AND OTHER PROPERTY SAID INSTRUMENT CONTAINS PROVISIONS FOR BEARING THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE FACILITIES BY THE GRANTOR OF SAID DOCUMENT NOT PLOTTED AS THE EASEMENT DOES NOT CONTAIN A DEFINED LOCATION 3. RECIPROCA.L ACCESS AND UTILITY EASEMENT AND SHARED COST AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: THE QUADRANT CORPORATION, A WASHINGTON CORPORATION AND: CAPITAL ONE BANK RECORDING DATE: DECEMBER 21, 2001 RECORDING NO.. 20011221001391 SAID EASEMENT/AGREEMENT HAS BEEN MODIFIED t>Y FIRST AND SECOND AMENDMENTS THERETO RECORDED UNDER RECORDING NUMBERS 20051116002069 AND 20060411001774. DELETED BY SUPPLEMENTAL #2 4. RECIPROCAL DRIVEWAY AND UTILITY EASEMENT AND SHARED COST AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: THE QUADRANT CORPORATION, A WASHINGTON CORPORATION AND: CAPITAL ONE BANK RECORDING DATE: DECEMBER 27, 2001 RECORDING NO.: 2001l227000639 SAID EASEMENT/AGREEMENT HAS BEEN MODIFIED BY FIRST AMENDMENT THERETO RECORDED UNDER RECORDING NUMBER 20051221000599 EASEMENT IS LOCATED WEST OF THE PROPERTY AND NO LONGER AFFECTS THE PROPERTY 5. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION PURPOSE: WATER AND/OR SEWER FACILITIES AND ALL APPURTENANCES RELATED THERETO RECORDING DATE: MAY 19, 2006 RECORDING NO.: 20060519000191 AFFECTS: A WESTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY LYING WITHIN A STRIP OF LAND 30 FEET IN WIDTH PLOTTED 6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY RECORDING DATE: OCTOBER 16, 2006 RECORDING NO.: 20061016001372 AFFECTS: A PORTION OF HEREIN DESCRIBED PREMISES NOT PLOTTED AS THE EASEMENT DOES NOT CONTAIN A DEFINED LOCATION 7. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: ESTHER L. PORTER, A MARRIED WOMAN, DEALING W=TH HER SOLE AND SEPARATE PROPERTY, JUDITH SCHNE=DER, A MARRIED WOMAN DEALING WITH HER SOLE AND SEPARATE PROPERTY, ESTHER L. PORTER AND JUDITH SCHNEIDER, TRUSTEES OF THE SIEGBERT AND RUTH KLEBE FAMILY TRUST DATED 1-24-91 AND: WEYERHAEUSER COMPANY, A WASHINGTON CORPORATION RECORDING DATE: APRIL 9, 2007 RECORDING NO.: 20070409000213 REGARDING: ESTABLISHMENT OF POWER EASEMENT AND RELATED COVENANTS AND PROVISIONS PLOTTED 8. MINERAL RESERVATION CONTAINED IN DEED FROM WEYERHAEUSER COMPANY, A WASHINGTON CORPORATION RECORDING DATE: MAY 21, 1996 RECORDING NO.: 9605210333 NOT SURVEY RELATED 9. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON PLAT OF EAST CAMPUS CORPORATE PARK PARCEL 1 (BINDING SITE PLAN): RECORDING NO: 19990916001397 AN EASEMENT DELINEATED ON SAID PLAT HAS BEEN MODIFIED BY AMENDMENT AND RELEASE DOCUMENT RECORDED UNDER RECORDING NUMBER 20060411001775 PLOTTED A.L.T. A. /TOPOGRAPHIC SURVEY A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TOWNSHIP 21 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON TITLE REPORT NOTES: (CONTINUED) 10. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: SEPTEMBER 16, 1999 RECORDING NO.: 19990916001928 NOT PLOTTED AS THE EASEMENTS DO NOT CONTAIN DEFINED LOCATIONS 11. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON PLAT OF EAST CAMPUS TERRACE -LOT G (BINDING SITE PLAN): RECORDING NO: 20090921001612 PLOTTED IN SOUTHWEST CORNER AND ALONG EAST LINE 12. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED O THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH. IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: SEPTEMBER 21, 2009 RECORDING NO. 20090921001613 NOT SURVEY RELATED AND DELETED BY SUPPLEMENTAL #1 13. TERMS, CONDITIONS AND PROVISIONS CONTAINED IN CITY OF FEDERAL WAY ORDINANCE NUMBER 94-219 RECORDING DATE: OCTOBER 26, 1994 RECORDING NO.: 9410260933 SAID ORDINANCE/AGREEMENT HAS BEEN MODIFIED BY FIRST AMENDMENT THERETO RECORDED UNDER RECORDING NUMBER 20030513002214 NOT SURVEY RELATED 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION AND: THE QUADRANT CORPORATION RECORDING DATE: DECEMBER 22, 1999 RECORDING NO.: 19991222001643 REGARDING: CONSTRUCTION OF CERTAIN SEWER AND WATER MAINS AND APPURTENANCES AND PAYMENT OF COSTS RELATED THERETO NOT SURVEY RELATED 15. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: ESTHER L. PORTER, A MARRIED WOMAN, AN UNDIVIDED 26.15%, JUDITH SCHNEIDER, A MARRIED WOMAN DEALING WITH HER SOLE AND SEPARATE ESTATE, AND UNDIVIDED 28.15%, ESTHER L. PORTER AND JUDITH SCHNEIDER, TRUSTEES OF THE SIEGBERT AND RUTH KLEBE FAMILY TRUST DATED 1-24-91 AND UNDIVIDED 43.7% ALL AS TENANTS IN COMMON JUDITH SCHNEIDER AND: PANATTONI DEVELOPMENT COMPANY, LLC RECORDING DATE: NOVEMBER 22, 2006 RECORDING NO.: 20061122000785 REGARDING: CONSTRUCTION OF CERTAIN SEWER AND WATER MAINS AND APPURTENANCES TO SERVE SAID PREMISES; PROVISIONS RELATED THERETO SAID AGREEMENT HAS BEEN MODIFIED BY AGREEMENT RECORDED UNDER RECORDING NUMBER 20070716001809 NOTE: THE LIEN CREATED BY PARAGRAPH 27 OF THE ORIGINAL AGREEMENT WAS SATISFIED AND RELEASED BY CERTIFICATE OF COMPLETION/RELEASE OF LIEN RECORDED UNDER RECORDING NUMBER 20110131001573 NOT SURVEY RELATED 16. RELEASE OR DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: PANATTONI DEVELOPMENT CO. AND: LAKEHAVEN UTILITY DISTRICT RECORDING DATE: JULY 18, 2007 RECORDING NO.: 20070718001857 RELEASING LAKEHAVEN UTILITY DISTRICT FROM ALL FUTURE CLAIMS FOR DAMAGES RESULTING FROM: NON -CONFORMING SIDE SEWER CONNECTION NOT SURVEY RELATED 17. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: PANATTONI DEVELOPMENT COMPANY LLC AND: LAKEHAVEN UTILITY DISTRICT RECORDING DATE: JULY 16, 2007 RECORDING NO.: 20070718001860 REGARDING: JOINT PRIVATE SEWER MAIN; MAINTENANCE PROVISIONS AND RESTRICTIONS RELATED THEREOF NOT SURVEY RELATED 18. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED GRANTEE: KING COUNTY RECORDING DATE: SEPTEMBER 15, 1978 RECORDING NO.: 7809150862 NOT PLOTTED AS THE EASEMENT DOES NOT CONTAIN A DEFINED LOCATION TITLE REPORT NOTES: (CONTINUED) 19. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 8905120210. NOT SURVEY RELATED 20-30.NOT SURVEY RELATED SURVEYOR'S NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED JUNE 9, 2017, THE DATE OF THIS FIELD SURVEY. 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 0095595-06, DATED APRIL 6, 2017 AND SUPP. #1 AND #2 (5-10-2017). NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINE,. 6) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR RESERVATIONS WHICH MAY EFFECT THIS SITE. PROPERTY ADDRESS: 32125 WEYERHAEUSER WAY SOUTH, FEDERAL WAY, WA FLOOD ZONE NOTE: ZONE "X". AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, PER MAP PANEL 53033CI235F, DATED MAY 16, 1995. AREA: 71785 SQUARE FEET/ 1.65 ACR PARKING COUNT: 105 PAINTED STALLS. THERE ARE ADDITIONAL AREAS WERE PARKING IS APPARENT BUT NOT MARKED AS SUCH. 19-z2-18 E y BASIS OF BEARING. - TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 01"05'10.62" COUNTERCLOCKWISE WAS APPLIED AT A COPPER TACK IN CONCRETE POST (INCASED) 20 FEET SOUTH OF THE INTERSECTION OF SOUTH 320TH STREET AND 32ND AVENUE SOUTH. THE MONUMENT IS THE NORTHWEST CORNER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 118338.764 / 127B499.991 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981237 AND THE GRID SCALE FACTOR OF 1.000039638 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER 0095595-06 DATED APRIL 6, 2017 & SUPP #1 AND #2(5-10-17)) LOT 1, EAST CAMPUS TERRACE - LOT G (BINDING SITE PLAN), ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 252 OF PLATS, PAGES 59 THROUGH 63, INCLUSIVE, IN KING COUNTY, WASHINGTON. SURVEYOR'S CERTIFICATE. - TO WESTERN WASHINGTON CORPORATION OF SEVENTH DAY ADVENTISTS, A WASHINGTON NONPROFIT CORPORATION AND CHICAGO TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 7 (A) , 8, 9, 11 AND 20 ($1, 000, 000) OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JUNE 9TH, 2017. 17 NOA1MAN E. LARSON DATE OF PLAT OR MAP WA P.L.S. 22338 RECEIVED OCT 3 0 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REV. !: ADDED TITLE REPORT SUPPLEMENTALS #1 AND #2 6-12-2017 NL CENTRE Conwdh t4 1nc6 PAL 14209 29t1 Street East, #105 - Sumner, WA 98390 253-a87-5924 main 253-987-7859 fax DRAWN BY: D W o a d s CHECKED BY N Larson DATE June 12, 2017 JOB NAME SDA ALTA CAM 1 " = 20' JOB NO.: 3707 MEMO INDEX DATA: NW- NW 15, T21 N. , R4E. , W.M. SURVEY FOR Seventh-Day Adventists 32229 Weyerhaeuser Way South Federal Way, WA. 98001 KING COUNTY, WASHINGTON SHEET 1 OF 2 A. L. T. A. /TOPOGRAPHIC SURVEY A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TOWNSHIP 21 N. , RANGE 4 E. , W.M. CITY OF FEDERAL WAY, KING C 0 LINTY, WAS HING TO N -r• A n-)/Nr-I I /-\/\ i /-\I \UL_L_ �e-) i %J t v `.� \J I i \J YARD DRAIN RIM 446.09 4' PVC E 443.12 IE BOTTOM OF STRUCTURE 442.29 IE • O h � .,,,�\ • 30' PRIVATE INGRESS, EGRESS .Ah 0.p91 pp0� S / • AND UTILITIES EASEMENT Q6`® Ay°'Ag Ay90 YARD DRAIN • °' Apt A REC.NO. 19990916001397 ge �"' A hb (RELEASED BY 20060411001775) 6 "h Ayg °�'�'`�. 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V ..... ...... ........ ... t3l ......... ............ * ............ ........... .... ............... ....... ............ ........... . ......... ...... ... ........ ........... . ......... ......... ... ... -D pop ................. ........ .... ............ ...... ......... ...... ........ %%%%%* ... , . - - - - - - / - - * ... - * ... ­** D- .................... ...... .. ........... ......... Iso GRADING &DRAINAGE PLAN -4mahft, 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING.. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING U . DS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4 OR 5. 6. ALL DRNOAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: e-8* ROCK/40-707. PASSING; 2°4" ROCK/30%-40% PASSING; AND -2* ROCK/107.-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL, NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR L INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM'. THE STUB -OUT SHALL D(TEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED To CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. 676045 MA Church HQ FW\Civil\C3-16045.dwq I Drafter Name: M. CORDICE I Plot Date: NOV 08 2017 10:29:42 Lost Modified Date: NOV 08 2017 10:29: SCALE: '=20' NORTH ..... ..... ..... .......... ........... .............. ..... ..... ............... ........ .... .......... ..... ............... ...... ............ ........... ........ ..... ..... I ...... ............. ...... ..... .. ............. ..... .... .......... ..... . ...... ........ .... ................ .... ...... .... ........ . ..... ....................... ... I ........ ..... ......... ...... ........... .... .......... .... ........................... 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INSTALL PVC ROOF DRAIN LINE PER DTL 8 SHT C4. ® INSTALL PVC PIPE PER PLAN. INSTALL ROOF DRAIN CO PER TYP DTL SHT C5. CONNECT TO EXISTING PVC ROOF DRAIN. CAP EXISTING ROOF DRAIN LINE, INSTALL NEW SIDEWALK CITY FW TYPE DTL 3-12 SHT C4. PATIO, SIDEWALK, AND HANDICAP ALL TO BE AT GRADE. RE -SURFACE AS REQUIRED TO MAINTAIN A SLOPE LESS THAN 2% ANY DIRECTION. INSTALL CITY FW TYP DTL 3 CURB RAMP SHT C4. CUT EXG SIDEWALK AS REQUIRED. INSTALL ASSESSABLE PARKING SIGN PER TYP DTL SHT C4. INSTALL POND CONTROL STRUCTURE PER TYP DTL SHT C5.. INSTALL ENHANCED TREATMENT MODULAR WETLANDS PER DTL SHT C6. REMOVE EXISTING PAVEMENT AS NEEDED AND RE -SLOPE ASPHALT PAVEMENT TO DRAIN TO NEW MODULAR WETLAND. NEW PVMT PER TYP DTL SHT C4. REMOVE EXG GRATE AND INSTALL NEW SOLID CB GRATE. o P-7 z cc n� w w = U-) V) z O 4=9 z 1111 P-n 0 Z P ao 76 P? 00 in z 0 ac: < fr Ld 0 Lij U- CL Ld cjr-o" V) Z) < Q LLJ L-- Ld L0 L0 N 1 L AS -BAT CERTIFICATION: 1 HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. PERMIT NO. PERMIT NO. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, - DIMENSION, AND DEPTH OF ALL EXG UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS -CHECKED SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXG. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATE 11/06/17 CITY OF FEDERAL WAY AS -BUILT DRAWN MC - JBR Approved By. JOB NO.16045 SHEET NO. C 3 NAME LSj DATE Date DATE 'SEWER ;EC.N0 )0191 i 30' PRIVATE INGRESS, EGRESS POWER EASEMENT --- v AND UTILITIES EASEMENT �REC.1\10.200704LO9000213 aN REC.NO. ' 9990916001307 ��� LSO � �a'M (RELEASED BY 20060411001775) & i i o� Joy ZZ 200111221001 391 (MODIFIED BY oa =Wo 20051116u02069I INGRESS / EGRF�� -- — PORTION PARTIALLY RELEASED TO - — - — — — _ a�`t �z ONLY BE OVER THE SOUTH 80 FEET OF LOTS 1 AND J AND AN ENTIRE RELEASE OF ANY PORTION WITHIN LOT C BY RECORDING NUMBER 20060411001774 15' PRIVATE SANITARY SEWER EASEMENT PER BINDING SITE PLAN 20090921001612 ADJUST IN THIS P DUE T( )UANTITIES OF PLAN' 4NTER, IF NECESSAF DEMO REQUIREMEN' A CB I iL 6' HT CEDAR FENCE CB � i P�000Q0000a As VA.. _ SEASONAL PLANTING, b`AU`�FSP BY OWNER WATER VAU1 T OED WATER MFTER I � I I I � I WATER VALVE W 0 z Q LK, S rAINDARD 1 WAFER EASEMENT REC.NO.19990903000828 /N V IN T R E i vVA TER VE U) UJI WATER EASEMENT REC.N0.20090921001612 STREE T SC.', `3E AREA J/ REC.NO. 19990916001397 COORDINATE WITH CIVIL ENGINEER. REFER TO CIVIL C3 LIGHT 'o i M DIJ 3 �WW z �a W C3 o N 000 _ Cl) CY) U�Q U- Z Q >, cu CL Lo (Z Q r � U) cN U - i-- U 0 ry n s L E Q o � CLCo M Q Q v J M O QJ W -�zC0M Q Cl) cc tV � � O V � N � PLANT SCHEDULE LANDSCAPE SPECIFICATIONS & NOTES LAND REVIEW PROCESS III NOTES tie QTY. BOTANICAL NAME COMMON NAME SIZE & SPACING, NOTES 1. SCOPE OF WORK 1. DROUGHT TOLERANT PLANTINGS TREES a. The landscaping and irrigation work is part of a larger site project resulting in disturbance to the site, landscape and irrigation. As such, All plantings are native / native adapted plantings, allowing for a x Acer circinatum Vine Maple 6 -8 HT, 3 stem minimum, B&B the landscape contractor shall coordinate all work with the general contractor, both before any construction begins, and during the course drought tolerance once established. Irrigation shall be used to o> of construction. maintain health and vigor of plants through seasonal droughts o x Carpinus betulus 'Frans Fontaine' Frans Fontaine Columnar Hornbeam 2" cal, fully branched & uniform, B&B 2. MATERIALS 2. IRRIGATION FOR LAWN AREAS NINO a x Fagus sylvatica 'Dawyck Purple' Columnar Purple European Beech 2" cal, fully branched & uniform, B&B a. Topsoil. Topsoil shall be a 3 way blend of the following products; fine organic compost, loam, sandy loam and loamy sand. Topsoil No lawn areas proposed Cl. available from Cedar Grove 877-764-5748, or approved equal 3. TOTAL SQUARE FOOTAGE OF PARKING LOT ISLANDS o x Juniperus scopulorum 'Spartan' Spartan Juniper 6'-8' HT, B&B b. Mulch. Mulch shall be dark fine mulch, applied to a 2" compacted depth on all beds. Mulch available from Cedar Grove 877-764-5748, or 485 square feet per FWRC 19.125.070(2)(a). All parking areas approved equal are existing SHRUBS / GRASSES / PERENNIALS c. Fertilizer. Agraform 21-gram tablet time release fertilizer shall be used in all plantings. Place 1 for each ground cover, 2 for each shrub and 4. SCREENING OF UTILITIES V, �— x Abelia x grandiflora Glossy Abelia 5 gal@ 4',OC 4 for each tree. They shall be placed in the plant pits as detailed. Also, top dress all plants witha suitable 'starter' fertilizer. Existing and proposed utilities to be screened with fencing and a N Q-- x Azalea Purple Gem Purple Gem Azalea 2 gal @ 3 OC d. Tree Stakes. Tree stakes shall be 2 diameter x 8 length Lodgepole pine. Fasteners shall be 1, PVC Chain -Lock, placed as detailed. plant materials —> O-- x Calamagrostis x acutiflora Foerster's Feather Reed Grass 2 gal @ 30" OC 3. SOIL PREPARATION 'Karl Foerster' a. Prior to any landscape work, contractor shall remove, or have removed, all debris from the other building trades from the landscape CL tQ e x Cistus x purpureus Purple Rock Rose 2 gal @ 4' OC surfaces. NO landscape work shall commence until the areas are cleared of other trades debris. t� x Euonymus alatus 'Compactus' Dwarf Burning Bush 5 gal @ 4' OC b. Cultivate the existing ground surface to a minimum depth of 8" and remove all rocks over 1", existing roots and other debris. Q— x Lavandula angustifolia 'Hidcote Blue' Hidcote Blue English Lavender 2 gal @ 30" OC c. Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil. (D— x Pennisetum orientale 'Karley Rose' Pink Fountain Grass 2 gal @ T OC d. Beds. Place a minimum of 6" of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 8". Remove all rock and (D-- x Spirea japonica 'Limemound' Limemound Spirea 2 gal @ T OC debris which may surface. Finished grade of topsoil shall be 2.5" below adjoining paved surfaces, allowing 2" for mulch. Therefore, --� &x Viburnum davidii David's Viburnum 2 gal @ 4' OC finished grade shall be 1/2" below paved surface. e — x Viburnum tinus `Spring Bouquet' Spring Bouquet Laurustinus 5 gal @ 5' OC 4. PLANTING OF TREES, SHRUBS AND GROUNDCOVERS a. Contractor responsible to verify quantities.UJI GROUNDCOVERS b. Contractor is to confirm that all beds are prepared and ready for planting, without interference with other trades. V) p— x Arctostaphylos uva-ursi Vancouver Jade Kinnikinnick 1 gal @ 30" OC, triangular spacing c. Layout all plants as per plan and approval by Landscape Architect or Owner's Rep, making sure the plants are orientated to give best 'Vancouver Jade' appearance to the viewer. d. Pit plant all plants into prepared soil and plant per the details. While planting, water the plants into the plant pits thoroughly soaking the �-Seasonal Plantings by Owner root balls and soil. Place fertilizer tablets as specified, filling plant pits with specified topsoil. Top dress fertilize when completed. N Z Y oW e. Shrubs shall be a minimum of 24 inches high at the time of planting. Shrubs and groundcover shall be planted to attain coverage of 90% of the planting area within 3 years. o 0 0 W �z f. All plant material used shall meet the most recent American Association of Nurserymen Standards for nursery stock 5. WARRANTYCO L a. All landscaping shall be warranted for one year from FINAL ACCEPTANCE. Plants requiring replacement shall be of the original variety 0 N = co and size as specified herein. p N 06 N 6. a. IRRIGATION All landscape areas will have automatic sprinkler systems installed 0 10' 20' 40' 80' J o 0 b. Owner to provide coordination to tie into existing irrigation system Graphic Scale: 1" = 20'-0" 0 01 Q 0 d �o dZ WIDE BRANCH ATTACHMENT REMOVE BURLAP FROM TOP HALF OF ROOTBALL ROTOTILL COMPACTED SUBGRADE AS SPECIFIED STRONG STOUT STEMS AND BUDS COVER SOIL LOOSENED AREA WITH 2" BARK MULCH. KEEP MULCH 3" FROM TREE TRUNK DIG THE PLANTING PIT AT LEAST 2 TIMES THE SIZE OF THE ROOTBALL X X u NOTE: I El I I El I [El I M I I- 1. FERTILIZE AND WATER AS JFF, SPECIFIED FOLLOWING PLANTING. SPECIFIED TOPSOIL 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLACE ROOTBALL ON SOLID SOIL 3. SEE STAKING DETAILS \DECIDUOUS TREE PLANTING DETAIL SCALE: NITS PLACE TOP OF ROOTBALL 1 " ABOVE LEVEL GROWING IN NURSERY DIG THE PLANTING PIT AT LEAST TWICE THE SIZE OF THE ROOTBALL TILL COMPACTED . ..... SUBGRADE AS SPECIFIED REMOVE BURLAP FROM TOP Y2 OF ROOTBALL m CONIFER PLANTING DETAIL SCALE: NITS NOTES: 1. FERTILIZE & WATER AS SPECIFIED FOLLOWING PLANTING. 2. SEE SPECS FOR ADDITIONAL INFORMATION 3. SEE STAKING DETAILS. COVER SOIL LOOSENED AREA WITH 2" MULCH. KEEP MULCH 3" AWAY FROM TREE TRUNK SOIL BACKFILL (SEE SPECS) PLACE ROOTBALL ON SOLID SOIL U) w C) 'r z 9 0 F_ 0 co 0 DECIDUOUS TREE STAKING DETAIL SCALE: NTS w w U- 0 0 w 7: cf) IN CONIFER TREE STAKING SCALE:NTS 'eK TREE TIES .E STAKE. PLACE 3ALL 2" MULCH SAUCER TOPSOIL BACKFILL (SEE SPECS) TRATE 12" MIN. BELOW REMOVE BURLAP FROM TOP I,NTING PIT X2 OF ROOT BALL CHAIN LOCK TREE TIE 0 LODGE POLE STAKE. -ACE OUTSIDE ROOTBALL NOTES: 1. USE PLANT STARTER SOLUTION DURING PLANTING OPERATION. FEED AS SPECIFIED. 2. SHRUBS SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. TOP OF ROOTBALL SHALL BE 11" ABOVE FINISHED GRADE i V-1 "It J SHRUB PLANTING DETAIL SCALE:NTS FG SPREAD ROOTS OF BASE ROOT PLANTS OUT OVER CONE OF HAND -FIRMED TOPSOIL CONE OF HAND -FIRMED TOPSOIL FOR BALL & BURLAP PLANTS GROUNDCOVER PLANTING DETAIL SCALE: NTS' 2" MULCH L� 0 rr Lz E Lm < o m 4) CL (n o co M c < m 0 >,3: p W 'I Z � -0 0) cu c 0 = pMmN N A 0 0 >% -J T- 'r- U-) N 2! 0, 0- <1 m z 0 Aw U) W m FL 10 ow Fn m U- w w = 0 a a 0 wWz:D co O C14 .r- Q cx) c 06 0 0) 0 V) :3 cr, OL W < < < aj W3 < 00 7) 0 < w 1 cr 6 0 0 0dz - z O Q w o 0� 1496 REGISTERED � G ARC HIT cT B.RENTON C. LAMBETH STATE OF WASHINGTON W 2 c) rh � t_ coi w U) 0) E �-- �j co 00 �dT■'J h �I d- w 00 V J� Z i— � N U M w p LLo co co U) ry n Q U h U z J �t Q U) w n = w U. Q 0 U) U) z o° ry w j X I w w SHEET #: A3nOl DKA PROJECT #: 191n 4" BUILD UP FOAM VENEER BRICK 3" BUILD UP FOAM 2" BUILD UP FOAM B A4.0 VANEER BRICK STORE FRONT A A4.0 4" BUILD UP FOAM MAX. BUILDING HEIGHT 4" BUILD UP FOAM VANEER BRICK 2" BUILD U P FOAM 8 2 WEST ELEVATION SCALE: Y8" 3" BUILD UP FOAM 2" BUILD UP FOAM NORTH ELEVATION SCALE: %8 1'-011 8 2 4" BUILD UP FOAM 3" BUILD UP FOAM 3" BUILD UP FOAM z O aw o� ! 14N REGISTERED G u HIT CT fIRENTON Cf . LAMBETH STATE OF wASNINGTON U N O " 00 (3) O -�=`�M J 00 d- w 00 00 PAW cn co cn V Z J Q Q Cr. W n W U. V! U) n, Z 0 O w j X J W w SHEET #: ■ DKA PROJECT #: 191n