HomeMy WebLinkAboutLUA-97-034 Large FormatCD n 0 LJ z w J Q C_ aU U) 0 0 O C1-I c 0 0 0 u LID Ln Q E I, ro 0 a� 0 —J LL O cU Q 7 W z Ln w 0 Ln CD Q U Q 3 ro c_ 0 O o. FLOOR PLAN 6GALE: 111611= V-011 0 A 32' -011 I.b 2D 3 40'- 11 v 22'-8" DN. ---- - ---- - ELFG. PAIB.S - "TGH GEAR BREAK ROOM © I CD PIRES OR ROOM ---------------- OFFICE II DOd' I MEZZANINE PLAN 1004�'-frill 40' -11" I I c(o) 7 41'-0" 0 GROCERY 5TORAGE , N -- CARDBOARD 6AR&,6E 40 G1. YD. � I F5. i A ROOM1 i _- _- I I I Ibk28' PRODUGE WALK-IN r a'x14' COOLER MBr ` Ilkq' I r WI LK�-IN MEA22 x24' IN — - � u w © COOLER I 14506'-B' PRODUCE cw a � DAIRY WALK-IN PREP 'p n+a wa uas PHARMKX I COOLER > ne "c - - F15H PkF F` 6' % 10, GE 32' SD MEAT 28' MO MEAT 12' MZ MEAT DAIRY FEM LOAD olfiRr II' - 16,57 FraN FISH , -2 '-211-5" 10-10 18 I-2 I Tx X I I'65cIB' I DELI WALK-IN GooL>3Z I y I I 1 V >� m I z41 - ❑ - av eo + FL DESK I PREP IN I 2 S 4 S 6 T A ql q Gl+6GKSTANDS 0 61 N e in 36' -0" 0 cwr IIDITAL A1MA' - �- - icm- - '-013'-4" '-0 '-9" 14'-0 Ili 10 5 '1_0" 40'-0' 5406 IED `ivia D D J_L Li Li L-1 Li Fg HEH (on� KA I ------ -- - ---- 11 14'-0 ICI" -0 , IV-4" V-01 24' -8" Q NEW H B C LF 136 NEW GROCERY LF 948 NEW WINE LF 123 NEW NAT, LF 116 NEW TOTAL LF 1323 APPgOVAL5 - PEPT. PLAN DI5TRIGT MANAGER MIKE BARNHART JOHN ALLEN 0 RECEIVED c NOV 2 `'1 1997 SIA^��-����t DEVELOPMENT PLANNING CITY OF RL'NTON �X (4 rT #1 v1c:1N1'1'Y MAY FOR UNION PLAZA SHOPPING CENTER 100, 4001 200' Boo' ARCHITECTURE � ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 0 L Y M P I C ASSOCIATES C 0 M P A NY UNION PLAZA SHOPPING CENTER & OFFICES RECEIVED MAR 18 1997 DEVELOPMENT PLANNING CITY OF RI!NTON VICINITY MAP MARCH 14, 1997 ISS. FOR SITE PLAN APPROV. NR. DATE REVISION 1TE SCALE 9 Q 016. De 0 :SIGN DRAW � D 'PROVED CHECKED — Vi -E PLOT SCALE: SEED LAWN 1-'RED S NSE I I I '- RED A�L 30' 18' H I I . BERM I 23-'07TO U K$ L.AURS SEEC L AW� W 0 Q W Z W I- BER 36- SEE LAIL 19- TTOI - L YK L 14UR a 4' �. 1 :D — 'TO - L AURE 4 4' O ra r KE'I'STO E RETAININGL---------------------------------------------- , WALL CS E CIvIL)----- 2 _WESTERN RED C 9CEDAR �______ _____ �-�R�AS(ER PHOt1NIA I-DOUGLAS FIR - - -,,,_� .,,, 143-KINNIKINNICK /BERM I _ 1 I I G PINK' HEATHER / � Y✓- �JI- f�lrR�}W\./\./V 1 �� vim u ivIII nw 17 Ar.l i. , -I j( up ��- II'14 tp1 9fl y s s -- •�� - t R`I . A. Milli _ 1 • VF)l --------------- I 1 I � I I I 2-WE6TERN;RED ��-SALAL CEDAR I I I I � � I i WIDTH VARIES REFER TO PLAN —TOPSOIL FILL — BY LANDSCAPE FINISH GRADE CONTRACTOR (REFER TO (INCLUDING BED SPECIFICATIONS FOR SOIL TYPE) MULCH) 3" MIN.; REFER TO Cn PLAN FOR SPECIFIC 2" O SHRUB BERM &CROWN HTS. BEDS, FLUSH --__r—__ nW O LAWN AREA � SUB —BASE MATERIAL ASPHALT PAVING NATIVE SOIL CONCRETE CURB OR SUBGRADE TOPSOIL FILL — BY GENERAL CONTRACTOR ADJACENT PAVEMENT NOTE: GENERAL CONTRACTOR SHALL REMOVE U EXCESS ASPHALT PAVEMENT AND SUB— BASE MATERIAL DOWN TO NATIVE SOIL. PARKING ISLAND PLANTER DETAIL W NTS 22-'TRUDE WEBSTER'- RHODODEND IRON 31/2 ' O.G. (fa-WES,, ERN RED CEDAR—� ---------------- -----------r ---------� 12-'MTN. FIRE' ` 25-FRA6ER PHOTINIA PiERIS 6 3i/2O.G. 6 5' O.C. 5-DWARF SKIMMIA I I 25-5ROADMOOR JUNIPER Q (o' O.G. 32-'SPRINGWOOD PINK' I ' G it IN HEATHER a 2 /2 O.C. C 12' HT. BERM RETAINING II WALL (SEE II CIViL) 3-DOUGLAs 12-'ANAH KRUSCHKE' RHODODENDRON 31/2 O.G. 1345-5ALA1- � HG 1 � HC II 4-WESTERN II RED CEDAR II I I BUILDING tl Bp 5-DOUGLAS II FIR II 10-'ANAH KRUSCHKE' RHODODENDRON II II 4-WESTERN RED CEDAR . w RETAIL I II 22-'STELLA D'ORO' DAYLILY a 2' O.C. 12' HT. BERM I WG �C 2-'SP IN W OF-) PI K' I � ' HE T ER a i/2' O.0 — K1` y - ROCKERY (SEE CIVIL) ' FLANT M4TEfRIAL L.1ST OT-TBOTANICAL NAME COMMON NAME SIZE 4 SPACING 3 AGER PALi"1ATUM GREEN JAPANESE MAPLE 2" CAL., 10' HT., 545 11 JACER RUBRUM 'RED SUNSET' 'RED SUNSET' RED MAPLE 2" GAL., 12'-14' HT, 545 an 30' O.G. _1 CHAMAECYPARI5 NOOTKATEN615 'PENDULA' WEEPING ALASKA CEDAR 1'-5' HT., 545 21 PRUNUS SERRULATA 'KWANZAN' 'KWANZAN' FLOWERING CHERRY 2' CAL., 10'-12' HT. 545, BR. 6 4'/2' 1� PSEUDOTSUGA MENZIESII DOUGLAS FIR 7'-8' HT., B4B 12 PYRU5 CALLERYANA 'CLEVELAND SELECT' 'CLEvELAND SELECT' FLW'G PEAR 2' CAL., 10'-12' HT. B4B, BR. 4'/2' 23 THUJA PLICATA WESTERN RED CEDAR '1'-0' HT., FULL, 545 2eO ARCT05TAPHYLO5 UVA-URSI KINNIKINNICK 1 GAL. CONT. 6 3' O.C. (053 ERICA CARNEA 'SPRINGWOOD PINK' 'SPRINGWOOD PINK' HEATHER 1 GAL. CONT. e 21/2' O.G. 1,254 GAULTHERIA SHALLON SALAL 1 GAL. CONT. 3' O.G. 22 HEMEROCALLIS 'STELLA D'ORO' 'STELLA D'ORO' DAYLILY 1 GAL. CONT. 'a 2' O.C. 213 ILEX CRENATA 'HELLERI' 'HELLERI' HOLLY 2 GAL. CONT. e 3' O.G. 4(o JUNIPERUS SABINA 'BROADMOOR' BROADMOOR JUNIPER 5 GAL. CONT. e (o' O.C. 169 PHOTINIA FRASERI FRASER PHOTINiA 3 GAL. CONT. -a 5' O.G. 3(0 PIERIS JAPONICA 'MTN. FIRE' 'MTN. FIRE' PIERIS 21'-24' HT., 545 a 31/2' O.C. 133-KINNIKINNICK a 3' O.G. I -WEEPING 4LASKA — CEDAR 21-BROADMOOR JUNIPER 6 (o' O.C. —14-KINNIKINNICK Q 3' O.C. —2-DOUGLA5 FIR 5-WESTERN RED CEDAR LAWN AREA 6" EDGE SHRUB BED (TYPICAL) TRENCH (TYPICAL) FiNISH GRADE a d 45' �.. .. ,..... 90' I 3" LAWN EDGE DETAIL NTS SFECIF:iC4TiONS 1. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 2. Distribute imported sandy loam topsoil (approved by the Landscape Architect) in areas shown and at depths indicated for crowning and berming of landscape areas, and backfill of retaining walls (if required). Dotted lines indicate 1' contour intervals. All landscape beds and parking islands shall receive topsoil, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas shall be flush with tops of adjacent curbs and pavement. 3. Fine grade clll landscape beds prior to planting operations, 4. No plant suostitutions shall be permitted without prior approval of Landscape Architect/Owner. 5. All plant materials and plant locations shall be approved by the Landscape Architect prior to installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution. 6. Soil amendment for soil preparation and planting backfill shall be a screened nitrofied wood residual compost equal to "Nutra—Mulch" brand compost and as available from Northwest Cascade, Puyallup, WA (206) 848-2371. 7. Soil Preparatiion — (all landscape beds). Spread 9 c.y. of specified soil amendment per 1000 s.f. (opprox. 3" depth) of area. Spread 100 Ibs./1000 s.f. of dolomite lime (in lawns only), 150 lbs./1000 s.f. of Agricultural Gypsum and 15 Ibs./1000 s.f. of 16-8-8 commercial fertilizer over soil amendment. Roto—till all of the above to a 6"-8" depth and grade smooth, compacting as required, and removing all rocks, clods and debris. 8. Lawn areas (seed or sod — refer to plans) shall consist of the following turf types: 60% Turf —Type Perennial Rye Gross Varieties 20%. Blueg�css 20% Hard Fescue Seed and sod shall be equal to that as grown by Country Green Turf Farms; Olympia, WA. Seed shall II be applied at 7 Ibs./1000 s.f. and include 10 Ibs./1000 s.f. of Nu —Life 15-5-10 fertilizer in lawn areas. 9. All trees in lawn areas shall be planted in a 3' diameter circle of bed mulch. 10. Backfill mix for all plants shall be a blend of 1/3 existing site soil, 1/3 coarse sand and 1/3 soil amendment specified in No. 6. Apply Osmocote 17-7-12, 12 month slow release fertilizer over the surface of all plant pits at the following rates: Trees Over 10' Height: 2 Cups Trees Under 10' Height: 1 Cup All Shrubs Except 1 Gallons: 1/2 Cup 1 Gallon Plants: 1/4 Cup Groundcovers: 1/4 Cup 11. Fertilizer td)lets for all plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed as follows: All trees: 4-21 gram tablets, all shrubs (except 1 gallons): 3-21 gram tablets, all 1 gallons: 1-21 gram tablet, all 2 1/4" and 4" pot groundcovers: 1-10 gram tablet each. Set tablets directly next to root ball. 12. All shrub and groundcover beds shall receive a 2' depth (6 c.y. per 1000 s.f.) of "Nutro—Mulch" screened compost as a finish bed mulch. 13. Apply a grenular pre —emergent herbicide to all shrub and groundcover beds after applying bed mulch. i Do not use Cosaron or Norasoc Brands. 14. All work shill be performed to the satisfaction of the Landscape Architect/Owner 15. All plants shall be guaranteed for one full year from date of project acceptance. All replaced plants shall be re --guaranteed. All replacements shall be made within 21 days of receiving written notice from the Owner. Contractor shall not be responsible for plants dying due to Owner neglect or vandalism, II after the maintenance period. 16. Plant list quantities are shown for reference only. Contractor Is responsible for verifying all quantities II in list with actual plan call —outs, and installing plantings per the landscape plan. Groundcover quantities shall be adjusted as required for field conditions at the specified spacing. 17. Final inspection shall occur at the conclusion of a 60—day maintenance period. Maintenance period shall commence upon completion of all landscape installation activities and shall include the following: A. Mow lawns once per week. B. Remove all weeds over 1" in height. II C. �, Replace dead or unhealthy plants. D.r ln3nre,proper function of irrigation system. El' Insure (iaqugte moisture is delivered to all landscape beds, including non —irrigated areas. II Fr. Fertilize all [awns at conclusion of maintenance period. r r r J II r r I r r r r ✓J r r � ^ _00 14 J r ' r r r 0 (2)—BVC WOOD TREE STAKES (MIN. 6' HT.) CHAINLOCK TREE TIES 6 ✓J IN 2" MULCH IN BASIN 3' WATER RETENTION 43" BASIN (IN SHRUB AND 3 GROUNDCOVER AREAS L I ONLY) "f SHALL BE n` R00T— FERTILIZER TABLETS MINIMUM OF pEPTM BACKFILL SOIL MIX TWICE THE ROOT —BALL 12" DEPTH MIN REMOVE BURLAP FROM 12" TOP 2/3 OF ROOT BALL. MIN COMPACTED MOUND OF 8" ROOTBALL 8" BACKFILL SOIL MIX I WIDTH I NOTE: REMOVE TREATED OR SYNTHETIC BURLAP CANTING PIT COMPLETELY. SHALL BE A MINI— MUM OF TWICE THE ROOTBALL WIDTH. TREE PLANTING AND STAKING DETAIL NTS d PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALL DEPTH SHALL BE A MINIMUM OF TWICE THE ROOT — BALL DEPTH SHRUB PLANTING DETAIL (CONT., B& B) NTS NORTH MULCH WATERING BASIN BERM FERTILIZER TABLETS, 2"-6" DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BACKFILL SOIL MIX FLANT MATERIAL LIST QTY. BOTANICAL NAME COMMON NAME SIZE 4 SPACING N M V 78 PRUNUS L4UROCERASU5 'OTTO LUYKEN' 'OTTO LAUREL' LAUREL 21'-24' HT., 545 6 4' O.G. 4(o RHODODENDRON 'ANAH KRUSCHKE' 'ANAH KRUSCHKE' RHODODENDRON 21'-24" HT., B45 IS 31/2, O.G. 34 RHODODENDRON 'TRUDE WEBSTER' 'TRUDE WE55TER' RHODODENDRON 21'-24" HT., 84155 9 31/2, O.G. 30 SKIMMIA REEVESIANA DWARF SKIMMIA 5 GAL. CONT. Q 2' O.G. 228 5PIRAEA X BUMALDA 'ANTHONY WATERER' 'ANTHONY WATERER' SPIREA 2 GAL. CONT. 's 3' O.G. le TAXUS BACCATA REPANDENS SPREADING ENGL15H YEW 15"-18" SPR. e 31/2, O.G. 30' 15' 0 30' 60' SCALE: 1 " = 30' STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Jeffrey B. Glander Certificate No. 405 BUILDING "A" FRONT ELEVATION SCALE 1/16" = 1'-0" 9 BUILDING "B" FRONT ELEVATION �. SCALE 1/16" = 1'-0" BUILDING "G" BUILDING "C" & "D" FRONT ELEVATION 99 9 91 PRE=1N15HED METAL ROOFING COLOR TO BE GREEN OR TERNE METAL GRAY PRE=INI5HED METAL FASCIA, GUTYER5 AND SOFFIT PAINTED WOOD FRIEZE BOARD CLEAR INSULATED GLAZING SYSTEM PAINTED E.I.F.5. SIGN BAND SPLIT FACE CMU PREFINI5HED METAL AWNING OVERHANG 5PL!T FACE CMU REC=55ED METAL DOWNSPOUT CLEAR INSULATED GLAZING SYSTEM SPLIT FACE CMU I HIt! C:tNIKAL AKtA IJ KtC.t�.7tV FROM FRONT FACADE. REFER TO FLOOR FLANS FOR INFOlitlATION 5UILDING; "D" PREFINI5HED METAL ROOFING COLOR TO BE GREEN OR TERNE METAL GRAY PREFINI5HED METAL FASCIA, GUTTERS AND SOFFIT PAINTED WOOD FRIEZE BOARD PAINTED ATURECRAFT m ■. — 1111111111111111=1111111111111111111 IIIII _ DOLUN5FDOUT ■■■■■■■■■■■■■■■ICI■■■■■■■■■■■■■■■■■1� �1■■■■ 5 TYPICAL BUILDING MATERIALS SCALE i/e.. = i._o.. CLEAR INSULATED GLAZING SYSTEM SPLIT FACE CMU BEYOND SPLIT FACE CMU PREFINI5HED METAL ROOFING COLOR TO BE GREEN OR TERNE METAL GRAY PAINTED E.I.F.5. SIGN BAND — CLEAR IN5ULATED GLAZING SYSTEM PAINTED E.IF.5. ARCH 5PLIT FACE CMU DELI MATERIAL DESIGNATIONS ARE SHOWN ON PORTIONS OF BUILDING "A" AND "B". BUILDING "C" & "D" USE THE SAME METAL ROOFING SYSTEM, SPLIT FACE CMU, AND CLEAR WINDOW GLAZING SYSTEM AS SHOWN IN BUILDING "A" AND "B". ALL MECHANICAL EQUIPMENT WILL BE MOUNTED IN ROOFTOP RECESSED ARE AT > E�X+� � 2, IT *- s a OFFICE LEASE SPACE RETAIL LEASE SPAGE 4 SCHEMATIC BUILDING SECTION 4 SHOWING HVAC E '--N= FOOD CENTER d t AT UNION PLAZA UIP. LOCATION ROOF FE AK AT TOLUER 0 L Y M P I C ASSOCIATES COMPANY UNION PLAZA SHOPPING CENTER & OFFICES 3904 NE 4th STREET RENTON, WA BUILDING ELEVATIONS MARCH 14, 1997 ISS. FOR SITE PLAN APPROV. NR. DATE REVISION PLOT DATE: 03/12/97 PLOT TIME: 4153 pm CI\cad\UNI❑N-PLAZA\A3-1 "Pcp►v� 1997 'D�VEIUr�cAlr C/ OF Rt:l pNN��C' k C 0 P Y R I G H T THESE DOCUMENTS. THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OLYMPIC ASSOCIATES COMPANY AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OLYMPIC ASSOCIATES COMPANY. )ATE SCALE 1 /16" 96016 IJC CJC )ESIGN DRAWN \PPROVED CHECKED A3-W' 1 -1LE: PLOT SCALE: PLOT VIEW: IirsT �,07Z' NOTE -REFER TO CIVIL DRAWINGS FOR INFORMATION ON EXISTING AND NEW CONTOURS AND RETAINING WALLS (TYPICAL EXISTINCs 15'-011 WIDE LANDSCAPING ? �� BUFFER ---T , I , r------------- EXISTIWS BUILDIWG 0 -.: I� // . 1 / BUFFER REOUIRED 5J f L.1)1NG 11,411 2nd FLOOR e ' ONE WAY 20' WIDE DRIVE AISLE TURNING RADIUS { 1 1� --------- - - - - - � �UTRAC" 9'x20' x I EXISTINCs BUILDINCs 1 i I I I I --------------� -----------, r I I I I I N � I Lu I I EXISTINCs I Q BUILDIWj i I } I I I Q � W e � I I � I I C'4 ------------� I 15'-0" WIDE — LANDSCAPING BUFFER u r I HC - YAN N \ _ - 9'40' CIA 9 \ 'Bx20CAi?S e � \ EXISITING ail EXISTING MANHOLE — SEWER LINE EXISTING STORM SYSTEM NEW 5'-O' WIDE SIDEWALK NEW 5'-0' PLANTING STRIP SITE PLAN SCALE 1" = 40'-0" 9 6 CARS a 9 CARS ia 9'40' Sco PacT(o II ` X 15T ING TREE COVERAGE THE SITE (BEFORE DEVELOPMENT) IS WOODED AND CONTAINS A MIXTURE OF ALDER, DOUGLA5 FIR, AND HEMLOCK. DUE TO EXTENSIVE SITEWORK, THE EXISTING TREES WILL BE REMOVED. REFER TO THE NEW LANDSCAPING PLAN FOR INFORMATION AND LOCATION OF NEW TREE AND PLANT MATERIALS. REFER TO CIVIL PLAN FOR NEW GRADING AND CONTOUR INFORMATION. b 13'x20' 6 CARS (10 N S CARS — NEW S" SEWER LINE --NEW a" SEWER LINE 11 — ---- — — — -- — — — — — — — — — — — — I I EXISTING i i BUILDING I I I I EXISTING 12" WATER LINE w z NE to th PL. _ Q Ck z NE 6 th PL. w Lu w o NE 6th PLACE q4z R-8 C IL Q R-10 NE 6th STREET R 8 R -10 R-24 C _ 1 fR NE 5th STREET R-10 F— -C w RM-C SfT� Q cs C5 NE 4th STREET CS R-8 C5 NE 3rd PLACE C5 R-10 VICINITY MAP Z 100, 400 SCALE 1" = 200'-0" 2001 aoo 2 CITY OF RENTON ZONING CLASSIFICATION TOTAL SQUARE FOOTAGE OF THE SITE: 254,698 SF. TOTAL SQUARE FOOTAGE OF THE BUILDINGS: RETAIL SPACE BUILDING "A" 1�,182 SF. BUILDING "B" 5,018 SF, BUILDING 11D11 9,053 SF, RETAIL TOTAL 31,253 SF. OFFICE SPACE BUILDING "A" 19,203 SF, RESTAURANT SPACE BUILDING "C" 7,613 SF, RESTAURANT TOTAL 1,613 SF. GROCERY SPACE BUILDING 1151' 22,421 SF. — — — — PROJECT TOTAL — — — — W,496 SF, TOTAL SQUARE FOOTAGE OF BLDG. FOOTPRINTS: 61, 133 SF. PERCENTAGE OF LOT COVERAGE: — — — — — 24% — PARKING ANALYSIS FULL SIZE SPACES PROVIDED 326 (9'-0" x 20'-0") COMPACT SIZE SPACES PROVIDED 11 (6140" x HANDICAP ACCESSIBLE SPACES I (PER W.A.C. 5120 STANDARDS) PARKING SPACE TOTAL 346 SQUARE FOOTAGE OF INTERIOR LOT LANDSCAPING 1,112 SF. SQUARE FOOTAGE OF ALL OTHER LANDSCAPING — 30,981 SF. ALLOUTABLE BUILDING HEIGHT 50'-0" PROPOSED BUILDING HEIGHT 36'-0" REQUIRED SETBACKS 15' 6 FRONT 15' a SIDES — — — — — — 15' REAR — — — — — — — — PROPOSED SETBACKS 65' Q FRONT 15' SIDES 35' a REAR 3 PROJECT DATA ARCHITECTURE ENGINEERING rA ILI PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 0 LY M P I C ASSOCIATES C O M P A N Y UNION PLAZA SHOPPING CENTER & OFFICES 3904 NE 4th STREET REN TON, WA SITE PLAN MARCH 14, 1997 ISS, FOR SITE PLAN APPROV. NR. DATE REVISION RECEI'VED pEV CITY OF Rn ON PLANNING DATE SCALE 1"=40'-O" 9 6 O O& O O DESIGN DRAWN 0 0 APPROVED CHECKED FILE: PLOT SCALE: 3/14/97 09�35 ar � A -� -7-c�q I 126' -0" GI NOTE. ROOFTOP MECHANICAL EQUIPMENT FOR BUILDING "C" AND "D" SHALL BE SCREENED FROM VIEW 5T LOCATING THEM IN RECESSED AREAS OF THE ROOF AS SHOWW IN BUILDINGS "A" AND "B" - D ❑ ❑ a a ❑ 10 LEVEL 1 FLOOR PLAN 1 -0.1 3 4 g 0 n 10 11 12 I i '-, NOTE ROOFTOP FOR BUILDING "C" SCREENED FROM 'HEM IN RECESSED AS SHOWN IN 5UIL — - CHANICAL EQUIPMENT AND "D" SHALL BE VIEW BY LOCATING AREAS OF THE ROOF INGS "A" AND "B" ❑ I❑ 0 o (4 ; 5 6 �) ,� (J9 101 1 " 2 3 (4 511 46) (7; (,8J 9) (0) i 11!+,12; 5U I LED INN; "c" E3L� I LID INN; 111D11 I ARCHITECTURE ENGINEERING FA k PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 0 L Y M P I C ASSOCIATES C O M P A N Y UNION PLAZA SHOPPING CENTER & OFFICES 3904 NE 4th STREET REN TON, WA BUILDING 'C' & 'D' FLOOR PLANS MARCH 14, 1997 ISS. FOR SITE PLAN APPROV. DATE REVISION PLOT GATE PLOT TIME- 97 ORE TV DER r �L''NN� �NTON NG * C 0 P Y R I G H T THESE DOCUMENTS. THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OLYMPIC ASSOCIATES COMPANY AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OLYMPIC ASSOCIATES COMPANY. DATE SCALE 1/16" 96016 CJC CJC DESIGN DRAWN 3 APPROVED CHECKED Q FILE PLOT SCALE: PLOT VIEW: 0 THIS CENTRAL AREA IS RECESSED FROM FRONT FAG4DE. REFER TO FLOOR PLAN* FOR "OI UTION BUILDING "A" FRONT ELEVATION SCALE. 1/16" = 1'-U" 9 BUILDING "B" FRONT ELEVATION SCALE 1 /16" = l'-o" ALL MECHANICAL EQUIPMENT WILL BE MOUNTED IN ROOFTOP RECESSED ARE AT � OFFICE LEASE SPAGE RETAIL LEASE SPAGE 5L�ILE� INS licit IIU 11 SCHEMATIC BUILDING SECTION BUILDING "C" & "D" FRONT ELEVATION Z SHOWING HVAC EQUIP. LOCATION SCALE 1/16 = 1'-0" SCALE 1/8" = 1'-o' PREFINISHED METAL ROOFING COLOR TO BE GREEN OR TERNS METAL GRAY ROOF PEAK PAINTED E.I.F.S. SIGN BAND `� AT TOWER PREFINISHED METAL ROOFING CLEAR INSULATED I ! COLOR TO BE GREEN OR I I PREFINI5HED METAL ROOFING GLAZING SYSTEM TERNS METAL GRAY — I i I COLOR TO BE GREEN OR - TERNE METAL GRAY — PAINTED E.I.F.S. ARCH FOOD CENTER SPLIT FACE CMU AT PREFIN{SHED METAL FASCIA UNION PLAZA GUTTERS AND SOFFIT PREFINI5HED METAL FASCIA, GUTTERS AND SOFFIT -- - -- -- PAINTED WOOD FRIEZE BOARD r_-- LID[] � ( PAINTED WOOD FRIEZE BOARD CLEAR INSULATED GLAZING SYSTEM cq PAINTED E.: �.5. SIGN BAND _ - - - - PAINTED E.I.F.5, SIGN BAND SPLIT FACE CMU - ATURECRAFT j JO'S CARDS _ sPL IT FACE CMU FIN15H D METAL AWNING OVERHANG�LilHill DELI iLl PRE E RECESSED METAL DOWNSPOUT SPLIT FACE CMU = - CLEAR INSULATED GLAZING SYSTEM �? RECE55ED METAL DOWNSPOUT _ CLEAR INSULATED GLAZING SYSTEM I SPLIT FACE CMU BEYOND - I SPLIT FACE CMU -- I SPLIT FACE CMU _ _ --- - __1111115 5 TYPICAL BUILDING MATERIALS SCALE i/u. = i.—o.. MATERIAL DESIGNATIONS ARE SHOWN ON PORTIONS OF BUILDING "A" AND "B". BUILDING "C" & "D" USE THE SAME METAL ROOFING SYSTEM, SPLIT FACE CMU, AND CLEAR WINDOW GLAZING SYSTEM AS SHOWN IN BUILDING "A" AND "B". ARCHITECTURE ENGINEERING rA ILI PLANNING MANAGEMENT 1 DEXTER AVE. N. ATTLE, WA. 98109 (206) 285-4300 Asia 0LYMP I C A S S 0 C I AT ES COMPANY UNION PLAZA SHOPPING CENTER & OFFICES 3904 NE 4th STREET RENTON, WA BUILDING ELEVATIONS MARCH 14, 1997 ISS. FOR SITE PLAN APPROV. NR DATE REVISION PLOT DATE: 03/12/97 PLOT TIME: 4:53 pm C:\cad\UNION-PLAZA\A3-1 Rec'FAtfF► 'R 18 1997 OEVELOPMEN-r p C17 V OF ReN ONIVING ` C 0 P Y R I G H T THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OLYMPIC ASSOCIATES COMPANY AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OLYMPIC ASSOCIATES COMPANY. )ATE SCALE 1/16" ;JC CJC )ESIGN DRAWN ,PF'ROVED ZA 1=1 CHECKED ILE. PLOT SCALE. PLOT VIEW. 0 .10 LOWER LEVEL FLOOR PLAN sc>i.e Vie.. - 11_0... BUILDING 221' -4" 221' - 4" I 0 �- - - /�--_-_ _ __ - - _---__--_ _--- -- --_- --- -_ - ------_-_--__- II - II I I L— RECESSED AREA OF RECESSED AREA OF RECESSED AREA OF II I / I ROOF TO SCREEN I I ROOF TO SCREEN I ROOF TO SCREEN I ROOFTOP MECHANICAL ROOFTOP MECHANICAL ROOFTOP MECHANICAL EQUIPMENT (TYR.) EQUIPMENT (TYP.) EQUIPMENT (TYP.) II II II II II II II III I I I I �� II II � II II - --- - - - - - - -- � II II II III li I I II II II II I II II II I I II II II I I II - II II I I II II I I III I� I I II i I II ( I II II II I II II IIL_--- = _-- -- - - - - - - - - - - - - ------ --J 411 - ------ - II I III I I I I II I II II � II II II II II II II it II II II I II III I I I I II II II II II II I i II I II it II II II------- 4- IL - -I- ___------+-_____--- -----==-7_ --- - - ---II I I I I I I I I I I I I I I I I I :ROOF PLAN - SCALE 1/16" _= 1'-0" I I I I I I I I I I I I I 3 4 5 g 7 8 9 10 it 12 13 14 1 BUILDING "B" —,C OF (01 UPPER zLEVEL FLOOR PLAN SCALE 1 /16" - BtiILDING "B" ARCHITECTURE, ENGINEERING Ilk PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 0 L Y M P I C ASSOCIATES C 0 M P A NY UNION PLAZA SHOPPING CENTER & OFFICES 3904 NE 4th STREET RENTON, WA BUILDING To FLOOR PLANS ROOF PLAN MARCH 14, 1997 ISS. FOR -SITE PLAN APPROV. NR DATE REVISION PLOT DATE 0 3/ 13 / 9 7 PLOT TIME: 11: S 4 rim Cl\cad\UNI0N-PLAZA\A-3 0 ft 18 1997 DEVELOPMEpi7 PLANNING * C 0 P Y RTM OF fENTC@ H T THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE. ARE THE PROPERTY OF OLYMPIC ASSOCIATES COMPANY AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OLYUK ASSOCIATES COMPANY DATE SCALE o 0 0 (6 CJC CJC DESIGN DRAWN APPROVED CHECKED am FILE: UNION f kAZA\A-2 PLOT SCALE:1 "=1 " PLOT VIEW ALL 03/13/97 115a corn D 1 LEVEL 1 FLOOR PLAN 2'- 2 LEVEL 2 FLOOR PLAN SCALE t/IG" = l'-o" 3 ROOF PLAN SCALE 1/16" = 1'-0" V I I i// \ STAIR 12 wom \ JANITOR / ` / D D \ , - - - - - - - - - - - - - - - - - - - LOBBY U TENANT LEASE SPACE TR"W LMW SPACE I , ji r, .w rl���"�f�_—i�l'!1'!1'!1'!1'!0 9'111il'11'lll11lli--il'lll11'11�11'll'e :,i11111111'll'lllli--11l11l11l11l11'11'� li'!1!!1'!i!!1'!� ,' goggling'!e 9f11'il'11'11'11lil--illillll'll'll'll'�• m m o I, ------ ------ -- ------ --------------- r------------- 1--------t-------I-t '�\ — — f-------t------ I I I L — RECESSED AREA OF L — RECESSED AREA OF L — � To sC EN OF ROOF TO SCREEN ROOF TO 5CREEN ROOFTOP MECHANICAL ROOFTOP MECHANICAL ROOFTOP MECHANICAL EQUIPMENT (TYP.) EQUIPMENT (TYPJ EQUIPMENT (TYP) I I I I I i I I I I I I i I I I I JI f I I � I I r I I I I I I I I I I ' 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 8 19 20 ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 0 L Y M P I C A S S 0 C I AT ES COMPANY UNION PLAZA SHOPPING CENTER & OFFICES 3904 NE 4th STREET RENTON, WA BUILDING 'A' FLOOR PLANS ROOF PLANS MARCH 14, 1997 ISS. FOR SITE PLAN APPROV. NR DATE REVISION PLOT DATE: PLOT TIME pm * C 0 P Y R I G H T THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OLYMPIC ASSOCIATES COMPANY AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OLYMPIC ASSOCIATES COMPANY. DATE SCALE 1 / 16- 96016 C1C CJC DESIGN DRAWN APPROVED CHECKED 0 4, s-: FILE: PLOT SCALE: PLOT VIEW: A Z Q NE bth Z NE 5th PL. Z z w o � ' NE 6th PLACE a Z OR- 10 NE (oth STREET R �8 I o R-24 C R~I- _ 10 NE 5th STREET Z w _ RM-c sirs � cs Z NE nth 5TfREET I I .F- - 1 1 cs r-a HE 3rd PLACE IR- 10 VICINITY MAP FOR UNION PLAZA SHOPPING CENTER p 100' 400' 200' ao�' li ARCHITECTURE ENGINEERING PLANNING MANAGEMENT_ 01 DEXTER AVE. N. )EATTLE, WA. 98109 (206) 285-4300 a 0 L Yt M P I C A S S 0 C I AT ES COMPANY UNION PLAZA SHOPPING CENTER 8OFFICES SITE VICINITY MAP MARCH 14 1997 ISS. FOR SITE PLAN APPROV. "+R DATE REVISION RECEIVE!) MAR 18 1997 DEVELOPMEN'{ I",iNIVING CITY OF RENTON E SCALE qaom&o� t ESi� :N DRAW 0 APPROVED CHECKED -,_E PLOT SCALE: 40 191'-811 589°01'44" F 33Ok4' ONE WAY 20' WIDE DRIVE A15LE rr r/ EXISTING ` BUILDING r -' r r rr --- I ' I ' I 151 X 15T INCH TREE COVERAGE THE 51TE (BEFORE DEVELOPMENT) 15 WOODED AND CONTAINS A MIXTURE OF ALDER, DOUG1-45 FIR, AND HEMLOCK. DUE TO EXTENSIVE 51TEWORK, THE EXISTING TREES WILL BE REMOVED. REFER TO THE NEW LANDSCAPING PLAN FOR INFORMATION AND LOCATION OF NEW TREE AND PLANT MATERIALS. REFER TO CIVIL PLAN FOR NEW GRADING AND CONTOUR INFORMATION. a EXI5TING AND NEW GONTOUR5, UTILITIE5 / A T NOTE:REFER TO CIVIL DRAWINGS NOTE:REFER TO CIVIL DR,4WINGzS 55' FOR INFORMATION ON EXISTING AND NEW CONTOURS AND RETAINING WALLS T`'PICAL Fi �/x 15'-0" WIDE LANDSCAPING BUFFER ,,,-q1t I I = � ............................. ................................. . EXISTING BUILDING I I .I I TRASH 5'-0" WIDE N LANDSCAPING BUFFER REQUIRED e :: z 0 _ i FLOO 0- .- i/ — ' i �� • - . // W I D E�i WA BUFFER r� — �- EXISTING MANHOLE EX151TING 8" -- — 5EWER LINE EXISTING STORM Sl'5TEM NEW 5'-0' WIDE SIDEWALK NEW 5'-C' PLANTING STRIP SITE PLAN SCALE 1 " = 40'-0" WIDE LANDSCAPING BUFFER 0 N r _ r w a� 0 1 I , i EXISTING BUILDING I I ' i I , 0 - — — — — — — - — � ---NEW S" SEWER LINE N.E. 4 I t-1 4VE. NEW 8" SEWER LINE EXISTING 12" WATER L N c� z w > NE 6th PL. \ _ \\ Ck z NE 6th PL. w z Q I - NE 6th PLACE Z 0LLI Q R 1 7L/ 1 (//�� (D NE 6th STREET R 8 �_10 - _ R-24 - 10 NE 5th STREET R-10 I Rif - c z \\ z o CS C5. z 13 CS NE 4th STREET - CS CS _ I — NE 3rd PLACE - - P 1 C5 R-10 VICINITY MAP Z ��loo 4 I 21 SCALE 1" = 200'-0" _ 200 ' 800 CITY OF RENTON ZONING CLASSIFICATION — _ — CS — TOTAL SQUARE FOOTAGE OF THE -SITE: _ _ 254,6138 5F. TOTAL SQUARE FOOTAGE OF THE BUILDINGS: RETAIL SPACE BUILDING "A" 11,S2 5F. BUILDING "B" 5,018 S.F. BUILDING "D" I ,Z53 SF. . RETAIL TOTAL 31,253 S.F. OFFICE SPACE BUILDING "A" n9203 S.F. RESTAURANT SPACE BUILDING "C" 1013 5F. RESTAURANT TOTAL 1,613 5F. GROCERY SPACE BUILDING "B" _ 22,421 S.F. PROJECT TOTAL _ _ _ 8m,496 S.F. TOTAL SQUARE FOOTAGE OF BLDG. FOOTPRINTS: 61,293 S.F. PERCENTAGE OF LOT COVERAGE: — _ _ — 24% — PARKING ANALY515 FULL SIZE 5P4CE5 PROVIDED 328 (9'-O" x 20'-m" ) COMPACT SIZE 5P4CE5 PROVIDED II (8'40" x 1(o'-O") HANDICAP ACCE551BLE SPACES 1 (PER W.A.C. 5120 5TANDARD5) PARKING 5P4CE TOTAL 346 SQUARE FOOTAGE OF INTERIOR LOT LANDSCAPING 7,112 5F. SQUARE FOOTAGE OF ALL OTHER LANDSCAPING — _ 30,981 S.F. ALLOWABLE BUILDING HEIGHT 50'-01, PROPOSED BUILDING HEIGHT 36'-0" REQUIRED SETBACKS 15' 6 FRONT 15' 51DE5 - --- ---- --- - -- -- — -- -- 15' 9 REAR PROPOSED SETBACKS 35' a FRONT 15' 51DE5 35' REAR 3 PROJECT DATA ARCHITECTURE ENGINEERING; rA k1k PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 Alm 0 L Y M P I C ASSOCIATES COMPANY UNION PLAZA SHOPPING CENTER 8OFFICES 3904 NE 4th STREET REN TON, WA SITE PLAN MARCH 14, 1997 ISS. FOR SITE PLAN APPROV IF DATE REVISION DEVELOPNIET"T PLr,,vNING CITY OF RE.NTON DATE SCALE 1"=40'-0' O 6 W.© O DESIGN DRAWN �O APPROVED CHECKED 'iLE PLOT SCALE: 3/14/97 09:35 aryl i SEED LAWN I1- RED RED 6 3©' I BER!'f'i � 23-' SEE L AU, 1F4 18' 4T. ---f BE F� ' i I I I 36 - TO �L YKi I L I i KEYSTO E RETAINING -------------------------- 2-JJE5TERN -- - - ------ _ _ ---- - - - WE S ERN RED G D AR -- j 2 _WESTERN RED CEDAR WA-- 15 E GIVIL) �9-ERASER PHOTINIA J ` 1 I ---- 1 ___I — li 1 AC, Ftt�-------- -- -- ._.. I i I I I iCi ' TTO- UYKE L AURE 4'0. i 'I 0 AN, /" RHODODENDRON O.G. fCVli1�CT� 1 l J1=ice vi Y iLi RL,tNT t* i4TERI AL L 15T QTY. I BOTANICAL NAME COMMON NAME SIZE 4 SPACING — TOPSOIL FILL - BY LANDSCAPE FINISH GRADE--- CONTRACTOR (REFER TO SPECIFICATIONS FOR SOIL TYPE) (INCLUDING BED MULCH) 3' MIN.; REFER TO I to PLAN FOR SPECIFIC w 2. O SHRUB ---- - — r BERM : CROWN HIS. ul BEDS, FLUSH -----�--- lL • LAWN AREA F. •'�� •e � 'red --SUB-BASE M A TERI AL ASPHALT ---__ pgVINC \ NATIVE SOIL ----Sl10GENER TOPSOIL FILL - t� CONCRETE CURB OR - — -J BY GENERAL CONTRACTOR ADJACENT PAVEMENT NOTE GENERAL CONTRACTOR SHALL REMOVE V EXCESS ASPHALT PAVEMENT AND SUB- Q BASE MATERIAL DOWN TO NATIVE SOIL m PARKING ISLAND PLANTER DETAL ----� NTS --133-KINNIKINNICK 3 ACER PAL1'1ATJ1`1 GREEN JAPANESE MAPLE 2' GAL., 10' NT., B 45 11 AGER RUBRUM 'RED SUNSET' 'RED SUNSET' RED MAPLE 2' CAL., 12'-14' HT. 545 * 30' O.G. I GI4AI1AEGYPAR15 NOCTKATENS15 'PENDULA' WEEPING ALASKA CEDAR _ �'-8' HT., 21 PRUNUS SERRULATA 'KWANZAN' 'KWANZAN' FLOWERING CHERRY 2' GAL., 10'-12' HT. 545, BR. 41%' 1- P5EUD0T5UGA MENZIE511 _ DOUGLAS FIR _ -1'-8' NT., 545___ _ _! _ 12 PYRUS GALLERYANA 'CLEVELAND SELECT' 'CLEVELAND SELECT' FLW'G PEAR 2' CAL. ion'-12' NT. B45, BR. 4'%' 23 THUJA FLICAT,4 WESTERN RED CEDAR 1'-8' HT., FULL, B4B _ _ 290 653 ARCT05TAPHYLO5 UvA-UR51 ERICA GARNEA 'SPRINCs1001) PINK' KINNIKINNICK _ 'SPRiNGWOOD PINK' HEATHER I GAL. CONT. * 3' O.G. I GAL. CONT. * 21/2' O.G. 1,254 22 GAULTHERIA SHALLON --:_ HEMEROG,4LLI6 'STELLA D'ORO' SALAL `_ 'STELLA D'ORO' DAYLILY 1 GAL. CONT. 10 3' O.C. _ i GAL. CONT. * 2' O.G. 2-13 ILEX CRENATA 'HELLERI' 'HELLERP HOLLY 2 GAL, CONT. 9 3' O.G. _ 46 JUNIPERUS SABINA 'BROADMOOR' BROADMOOR JUNIPER 5 GAL. CONT. * r O.G. 165 31h PHOTINIA FRA_5ER1 _ PIERIS JAPONICA 'MTN. FIRE' ERASER P_HOTINIA _ ITN. FIRE' PIERIS 3 GAL. GONT. g 5' 21'-24' HT., 545 * 31/2' O.G. JUNIPER * 6' O.G. 14-KINNIKINNICK * 3' O.C. 2-DOUGLAS FIR 5-WESTERN RED CEDAR PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALL DEPTH &FECIFICf47ON5 1. Chemlcolly kill and remove from site all existing weeds and vegetation not shown to -emoin or plans. 2. Distribute imported sandy loom topsoil (approved by the Landscape Architect) In areas shown and at depths indicated for crowning and berming of landscape areas, and baakfitl of retaining wails (11 required). Dotted lines Indicate 1' contour intervals. All landscape beds and parking Isiands shall roceive topsoil, whether indicated on plans or not, so that finish grades of ail shrub beds shill be 2' below tops of adjacent curbs and pavement, and town areas shall be flush with tops of adjacent curbs and pavement. 3. Fine grade all landscape beds prior to planting operations. 4. No plant substitutions shall be permitted without prior approval of Landscape Architect/Owner. 5. III plant materials and plant locations shall be approved by the Landscape Architect prior to installation. All plants shall be thoroughly watered immediately offer planting with Alaska Fish For ll4er solution. 6. Soil amendment for soil preparation and plont;ng backfili shall be a screened nitrofled wood residual compost equal tc •Nutra--Muich' brand compost and as available from Northwest Cascade, Puyallup, WA (206) 846-2371. 7. Sall PreparaWon - (aii landscape bode). Spread 9 c.y. of specified soil amendment per 1D00 s.f. (approx. 3' depth) of area. Spread 100 lbs./1000 s.f. of dolomite time (in lawns only), 150 lbs./1000 s.f. of Agricultural Gypsum and 15 lbs.11000 s.f. of 16-8-8 commercial fertilizer over soil amendment. Rote-tIll air of the above to a 6'-8' depth and grade smooth, compacting as required, and removing ,,It rocks, Gods and debris. 8. .own areas (seed or sod - refer to plans) shall consist of the following turf types: 60% Turf -Type Perennial Rye Grass 4orieties 70x Bluegrass 10% Hord Fescue Seed and sod shall be equal to that as grown by Country Green Turf Farms; Olympia, WA. Seed sholi be applied at 7 ibs./1000 s.f. and include 10 lbs./1000 s.f. of Nu -Life 15-5-10 fertilizer in town oreas. 9 All trees in lawn areas shall be planted in a 3' diameter circle of bed mulch. 10 8oekflN mix for oil plants sholi be a blend of 1/3 existing site soil, 1/3 roorse sand and 1/3 toil xnendment specified in No. 6. Apply Osmocote 17-7-12, 12 month slow release fertilizer over the surface of all plant pits at the following rates: trees Over 10' Height: 2 Cups Trees Under 10' Height: 1 Cup Ali Shrubs Except 1 Gallons: 1 /2 Cup 1 Gotten Plants: 1 /4 Cup Groundcovert: 1/4 Cup 1'. -ertilizer tablets for ail plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed as follows: Ali trees: 4-21 gram tdbiets, ail shrubs (except 1 gallons): 3-21 gram tablets, all 1 gallons: 1-21 gram tablet, all 2 1/4' and 4' pot groundcovers: 1-10 gram tablet each. Set tablets directly next to root bolt. 12. Ali shrub and groundcover beds shall receive a Z' depth (6 c.y. per 1000 s.f.) of 'Nutra-Mulch' screened compost as a finish bed mulch. 13. Apply a granular pre -emergent herbicide to all shrub and groundeover beds after applying bed mulch. Do not use Cosaron or Norosac Brands. 4. All work shall be performed to the satisfaction of the Landscape Architect/Owner 15. AN plants shall be guaranteed for one full year from dote of project acceptance. All replaced plants shill be re-guoranteed. All replacements shall be mode within 21 days of receiving written notice from the Owner. Contractor shall not be responsible for plants dying due to Owner neglect or vandalism, after the maintenance period. 16 Plant list quantities are shown for reference only. Contractor Is responsible for verifying ail quantities in list with octud plan caB-outs, and installing plantings per the landscape pion. Groundcover quantities shill be adjusted at required for field conditions of the specified spacing. 17. Find inspection shall occur at the conclusion of a 60-doy maintenance period. Maintenance period shot, commence upon completion of off landscape installation activities and snail include the following: A. Mow lawns once per week. 6. Remove all weeds over 1' in height. C. - Replace dead or unhealthy plants. D.' _HVa _praper function of Irrigation system. E, Insure odtq"te moisture is delivered to all landscape beds, including non -irrigated areas. Fit. Fertilize ail towns at conclusion of maintenance period. I I L ' d d I I r f _ f --- - (2)-BYC WOOD TREE '-' STAKES (MIN. 6' HT.) CHAINLOCK TREE TIES arrv.a.t oc n MINIMUM OF TWICE THE ! ROOT -BALL PLAN 1INti r'I I SHALL BE A MINI- MUM OF TWICE THE ROOTBALL WIDTH. - 2' MULCH IN BASIN — 3' WATER RETENTION BASIN (IN SHRUB AND GROUNDCOVER AREAS ONLY) _�-- FERTILIZER TABLETS -- BACKFiLL SOIL MIX - REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. \` COMPACTED MOUND OF BACKFILL SOIL MIX NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. TREE PLANTING AND STAKWG DETAIL NTS SHALL BE A MINIMUM OF TWICE THE ROOT - BALL DEPTH MULCH WATERING BASIN BERM FERTILZER TABLETS, 2'-8' DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BACKFiLL SOIL MIX SHRUB PLANTNG DETAL (,-ON T., B & R) NTS t • sut,t r11!-_T ♦ it RLi`i_'A'NT 1" i4TER14L L 15T F—a—T771 BOTANICAL NAME I COMMON NAME SIZE 4 SPACING d) OL -18 PRUNUS LAUROCERA_SU5 'OTTO L_UYKEN' 'OTTO LAUREL' LAUREL 21'-24' NT., 545 * 4' O.G. 46 RHODODENDRON 'ANAH KRUSGHKE' _ 'ANAH KR'USGHKE' RHODODENDRON 21'-24' HT., 545 * 31/2' O.G. 34 RHODODENDRON 'TRUDE WEBSTE_R_' 'TRUDE WEBSTER' RHODODENDRON 21'-24' HT., 545 * 31%' O.C__ 36 SKIMMIA REEVESIANA DWARF SKIMMIA 5 GAL. GONT. * 2' O.G. 228 SPIRAEA X BrA04 'ANTHONY WATERER_' 'ANTHONY WATERER' SPIREA_ 2 GAL. CONT. * 3' O.G. _ 18 TAXUS BACCATA REPANDENS SPREADING ENGLISH YEW 15'-18, SPR. * 31%' O.C. 30 NORTH 15, 0 SCALE. 30' 1" =03 ,7 Fc 40 .709, STATE OF WASHINGTONFi9��?o ✓1✓j`VC REGISTERED LANDSCAPE ARCHITECT Jeffrey B. Glander Certificate No. 405 nA C-2 1 9 UNION AZA END TACK AND FLASHER 'C&C LS 18077, 0.2' W. X.. ry7 Y CORNER (1/10/97) - - - Il X EXISTING / BUILDING 6 / 10a�7 p5'• '': Q� X x ``` BRASS�9� a END PUNCH MARK ON A 3' � 9 h�' J-O. �00 / AIRPORT e b MARKING) ON (AT6' CONCRETE ANDARD L BELL MONUMENT AT PROPERTY x,•' k CORNER (1/15/97) 8 yL ap 3 FND 1/2" REBAR & CAP ^4 • ..'S, 3 J .}} x `7 �O --- 8 MARKED 'C&C LS 18077" 15 r 0.2' S. x 0.4' W. OF S89'O1'44 E 2 PROPERTY CORNER 0. tr 330.64 97. na I soh' I (1/10/97) p••.'''' .. 6. 2�•+05�53. °r 1 '..... x aa.. 98.7 FENCED KENNEL o-3 50.0 ---------------------- 1 ��� CBS 17 , a U CB#19 �� TW=399.7 BW=383.0 X. x ' ...X a o EXISTING BUILDING i 398 b0 ni ('_' T TW=399.8 1 Q`: x �,• hb ' • ���'............... 6° , o M BW=384.0 I"'�' k'. x x................ ���•• --------------* x l °� ------ Dal p .. ryh. '• .� b .. •' ....... -- ---- X' 399.0 Lu Zuj n W Q LLI 0 cr 0 2 SOUTH QUARTER FND A PUNCH ON A 1-3/4' BRASS PIN ON A 4' x 4' CONCRETE POST MONUMENT IN A CAST IRON MONUMENT CASE (1/07/97)(CITY OF RENTON MONUMENT NO. 1502) EAST QUARTER CORNE FND A PUNCH ON A 1-3/4' BRASS PIN ON A 4' x 4' CONCRETE POST MONUMENT IN A CAST IRON MONUMENT CASE (1/07/97)(CITY OF RENTON MONUMENT NO. 1848) :7� i TW=4 O•.D ' S 7' CHAIN EX. IE=380.0E x x X ^k ;x� a BW�402.Q LINK FENCE EX TRASH a.. F} T �y: �' :fib - 9WL9SNRE- - I �Sry x5 k EX WATER VALVE �S�b. 3� AND BLOWOFF 3,, x ----- - - - - -- ,,. X i x O80 S89'06'06" E 100.03' X p 399M x 390 �0,�0 i��a'L I p,..': R , .. .,•.bye X. a ,ga X ° ° ND PUNCH MARK ON A 3' SDP i" .. o ° a BRASS DISK (STANDARD PSP&L MARKING) ON A 6' CONCRETEBEL TW=398.0 X > '' A'� OOLE,MONUMENT OF C❑RNERi(IN09/97) 403.50 xp°�. BW=388.0 39839830 ,3-Q. ' . s ,39$,3Q cJ FND PUNCH MARK ON A 3' BRASS DISK :::- _ ----------------- _• 40 (STANDARD PSP&L ') ya`' /`���� ` ' 4Q2•SFJ MARKING) ON A 6' CONCRETE vL?1E �Aa� M oha BELL MONUMENT 3.9' S, x t`.- a 0,0' E. OF CORNER (1/15/97) 3 39T: 6 ' 398.05 .22 �=396.82...,..' a + M20 i x •ry. EXISTING i ° o "> 397.Oi 403.35 TW=415. BUILDING I r ;:; 404.5 B•. C3 TW=398.0 I 398.00 ® a o BW=386.0 i J 99.80 p6 . ------------------A� 3 a a 397.35 W 3 398:00 - z 3 y� . ILL!,. _ M UJIz > 9LANK£T W a'' . 403. ------- N - 396.58 � TELEPHONE EASEMENT PER 4 W N0. 3631034 2 FND 1 /2' REBAR & CAP 'C&C MARKED LS 18071 I7 329.8' N. x 0.1' W. OF I g�h 24 b\° SW PROPERTY CORNER I x : (1/10/97) I a . y o3 0 TW=397.50 00 BW=392.0 : r C14 EXISTING b BUILDING ; z ^y I: TW=397.0 > 9 . BW=396.0 r - - - - - - - - - - - - - - - - - - - - - - - - 1 q . „A; 1986.06' ° 35 p'Sp x .. ... CON 0 I 2 ® ¢' 399.25 i = R' 1 a BLDG 'C' zo FF=404.01 x •r� t f; BLDG B: Z i- RWI E 397.35 w `` cn 4 x FF=398.00 9- \\\\\\\ 41 Po 400.10 O 399.9510EX H P 403.36 0 4' �h. POLE r ® N K TELEPHONE _ PER �EC. 4 CGiR10 $ p a EASEMENT ,°' 3575610 o,.-- o ® HP 5 w 403. 5 _. Lnlvm�,�A M W p w o i u, 2 :EGRESS . EASEME 20" Z z 4 BLD G ' D' Z F BENEFIT OF PARCEL w 399 55 d r ,w wd 6 W FF=404.00 a1 TW=412.0 BW=405.0 TW=407.5 BW=404.5 a - I Y II I. e II Ln Y ao0 04 n N II N C„ 1 11 � II n rn!! TW=408.0 BW=404.5 �t nY o°o NY n is :Y N u -71 in 0 0 z OVERHANG OF Q 2 2 a W 9, CARPORT. I =3 • .66 C W 16 b •9 C0#1 4 W _ C0#2 TW=409.5 - i ( o o : P BW=404.5 \ \ EX ROCK WALL P(01 a- l W 13 EX CBLu \\\ a n O 0 RIM=386.41 \ j �. +' II a �, o-y 0 IE=383.31 12" CMP SE)o, E=383.21 �12' CMP W) \ 7� , Q� ;'' o +0 .Y o- �` x 0 AAA ® o t`• s. IE = 386.89 _, A' ® cv W uj x NEW 12 1 0 -o X" J jw ° x h 9. .10 n SE END ------ - -� EX CB e ya \ \ NOT FOUND :. `Z ? ' ��.. _ F- 403.35 1--------- RIM=390.07 ------------------ 397.75 397.35, I - IE=386.89 (12" CMP NW) ° W IE=386.87 (12" CMP SE) u 6 C ti o� ; Q. i I TW=409 0 o` BW 405 0 TW=397.0 a ° i BUILDING I I �� 10 EXISTING BW=392.0 w �° 7.40 396.65 39x .. 403.35 a2 ti --------- TW=396.0 C a --- Y . .. °y. I -- ----------� r>`" = 94.0 ^ " ° �� a , - C 2 EASEMEN WER ROAD AND UTILITIES �' , 397.00 Vv1r i 10 - _. _ _ �. PER REC. EX POWER° x , 400.10 (e. 4 �2p$$6. 1 EX SD MH POLE 5a ao 2 z; 401.5 oh IE-395.3 1 .:.: RIM=407.01 P(OH) a ) -,t�� na+)._ T(OH) IE=397.75 406. 0 ENE LINK Ex ce 1 WATER " F' ^7 RIM=404.49 FND 1/2' REBAR & CAP METER g'S n Q EX POWER - IE=399.89 (12" CMP NW) MARKED 'C&C LS 18077' u POLE ti G . NO. 8403020589 POWER i . 40 j , 7 oOh IE=399.89 12" PVC W) 0.0' N, x 0.1' E. OF ' a41 a PROPERTY CORNER a�� STUBS (1/10/97) ° ao ao x a X. �J8 .Q8'06�a 10P ' � .... ao 0. .ka� 'SSv8 W 1.�• a ___________ _ __ _-ss-� ....-•Xaoy' - o�e WATER ' _ -- - - - `+ --- -----'�`-- -- _----=z==-"=--=-=---------'�__--= h ' 3� WATE 401'S'- N-- J-BOX......,.-, Ex CB WATER _ 5� I F---- -- --METER _ i EX_C8 'METE ao IM=404.50 Cl) �o " �1 RIM=398,41 WATER o p IE=399.40 1 PVC E - - - METER y yA ti NOO'21'18"W 30.01' = oo. IE=395.76 �12' CON( a° >. ,� ° �. _ = _ = 3 e�. VALVES ; >- .�a IE=399.40 1 f CMP W -W00'23'16W STREET a' � o LLJ W Q 0 M NE 12TH ST NE PARK DR. / 1-4 NE 10TH ST W W W Z Q Q Q Z O 00 o NE 6TH ST Z O RENTON SITE TECHNICAL COLLEGE GREEN- NE 4TH ST. WOOD CEMETERY �qiOl lr RENTON 9l \�O VICINITY MAP CONSTRUCTION DATA 0 200 LF 10' CMP DETENTION PIPE 20 6" PVC ® 2.0% MIN FOR ROOF AND FOOTING DRAIN CONNECTIONS O KEYSTONE RETAINING WALL PER SEPARATE DESIGN BY OTHERS 0 ROCKERY PER CITY STANDARD DE --AIL 0 163 LF OF 10' CMP DETENTION PIPE © TYPE 3, EXTRUDED CONCRETE CURB PER CITY STANDARD DETAIL 0 DRIVEWAY CURB CUT PER CITY STANDARD DETAIL ® EX ENCROACHMENTS TO BE RELOCATED/ADDRESSED BY ADJACENT PROPERTY OWNER 9O EX POWER LINES AND POLES TO BE REMOVED 10 EX POWER/TELEPHONE TO BE RELOCATED/UNDERGROUNDED CONTRACTOR TO COORDINATE WITH TELEPHONE AND POWER COMPANIES 11 EX STORM DRAINAGE TO BE ABANDONED IN PLACE 12 EX FENCE TO BE REMOVED 13 EX STRUCTURES ARE LOCATED IN THIS AREA AND NEED TO BE REMOVED. SURVEYORS WERE NO" ALLOWED ONTO PROPERTY AT TIME OF FIELD SURVEY. CONTRACTOR TO FIELD INSPECT FOR CONSTING AND PERMITTING PURPGSES. 14 280 LF 8' CMP DETENTION PIPE PIPE DATA ID # LENGTH (FT) SIZE (IN.) SLOPE (%) MATERIAL A 75 12" 0.7% PVC, CPE A 73 12" 0.5% PVC, CPE A5 12" 1.0% PVC, CPE A 140 12" 0.5% PVC, CPE A 150 12" 0.5% PVC, CPE A 70 12" 0.5% PVC, CPE A 180 12" 0.5% PVC, CPE 0 78 12" 0.5% PVC, CPE A 6 12" 10% PVC, CPE A 200 12" 0.5% PVC, CPE A 166 12" 0.5% PVC, CPE A13 12" 11.5% PVC, CPE A113 12" 6.3% PVC, CPE A 14 12" 38.9% PVC, CPE A 28 12" 1.1 % PVC, CPE A 170 12" 0.5% PVC, CPE A 174 12" 0.5% PVC, CPE A 78 12" 0.5% PVC, CPE 95 12" 0.5% PVC, CPE ® 96 12" 2.0% PVC, CPE �- - - Y . - 6 o-C-74 ao a a = a a o - k161 R-, oaf 230.98' SE SECTION CORNER k CB#1 x X '. N89WVO W 2648.0. BASIS OF BEAR GS - � - p - p FND A BRASS PIN IN A yAtia HOLE �� �EX SS MH �° NE .4th STREET ' ti 4' x 4' CONCRETE POST � a e _RIM=401.00 _ MONUMENT IN A CAST _ T - °� °� MONUMENT CASE IE=369.70-- E TO E-W Qom-__ °I .. 03 a a a.- , : o - x a a� (R/D07 97) oi'` g't' 9a. oa" 0 �'•� 1%q�' o,' eP a _ ____ +_•_. o- _ oP oa (CITY OF RENTON MONUMENT 1503) y0 .54 'S y •y _�. ___ ---___ _ _ __ __.�__ ao _ _ _ o a PON) a P(OH) WATER :P(OH) X P(OH) PION) P(OH) ao.h P(ON) P(� EX CB �� II VALVE II 6ti WATER o' EIM395.97 (1Y CMP S) II EX CB II POWER yyppoh VALVE IE=396.02 (12" CMP E) POWER RIM=398.17 HYDRANT POLE POLE IE=396.27 ((12' CMP E) EX CB GUY IE=396.27 (12" CONC N) RIM=401.48 WIRE IE=396.47 12" PVC S) IE=395.63 12' CMP W EX SS MH HYDRANT IE=395.63 �12' CMP S) RIM=405.92 GAS VALVE EX SO MH RIM=399.15 E=394.90 12' CON( W IE-395.00 12 CONC S IE=395.00 1 Z' CONC N File: 6042pgl Date/Time: 03/12/1997 08:32 Scale: 1=40 Bill Hamilton Xrefs: Z6042-S1,Z6042-B1, W Q z O z � � :i Q Z Q Ch J Z Q /QM a Z 0 Q Z L a J 0 Y W U CB DATA IL m CB 1, TYPE 2-48" W SOLID LID °% SET OVER EX 12" CONC o RIM=396.5t 392.03t H IE=392.05 z CB#2, TYPE 1 RIM=397.48 IE=392.58 CB#3, TYPE 2-54" FLOW CONTROL MH RIM=401.27 OF=398.21 IE=392.95 12"W) IE=392.95 36" E) CB#4, TYPE 1 Z RIM=402.40 Q IE=397.80 (12" W) CB#5, TYPE 2-54" 0 a: 0) RIM=407.00 U 0 - O IE=392.95 (36" E) Z 0 0 CB#6, TYPE 1 W Q RIM=399.55 Q QLO IE=395.00 LO 0 q: W cq CB#7, TYPE 1 W RIM=399.25 F- J IE=395.75 >x< CB#8, TYPE 2-48" Q W �✓ RIM=396.95 IE=387.22 � 0 CB#9, TYPE 2-54" FLOW CONTROL MH RIM=400.5 J OF=395.32 0 IE=388.12 (12" W) IE=388.12 (36" S) IE=391.14 (12" S) LL CB#10, TYPE 2-54' RIM=399.8 IE=388.12 (36" S) CB# 1 1, TYPE 1 O O Q RIM=396.55 N IE=393.05=`0 > CB# 12, TYPE 2-48" RIM=400.78 1` IE=391.74 Z I (V CB#13, TYPE 1 > �1 RIM=396.65 L 3 ° IE=392.74 CL :3 � t� U Q � CB#14, TYPE 1 RIM=397.07 IE= 393,57 CB#15, TYPE 1 RIM=385.00 IE=381.50 cn = 0 U CB#16, TYPE 2-54' I- Z > RIM=398.20 Z ,� OF=395.0 (n g IE=388.60 (12" NW, SW) w Et_ a IE=388.60 (36" E) z Q z Li LJJ CB#17, TYPE 1 j N g z RIM=398.05 Q cO N 00 L IE=394.05 00 c14 r- Z > Cfl 00 Z CB#18, TYPE 2-54" Q I I Z w RIM=398.45 Ln Ln c� Z IE=388.60 (36" E) Ln_ ^ ^ z > IE=388.60 (12" E) '��� N z QO � w O O > CB#19, TYPE 1 ��g `� Y v Cf) RIM=397.80 IE=388.92� •�` CB#20, TYPE 2-46' H/ ' RIM=400.25 ISM &61 IE=389.77 J CB#21, TYPE 2-48" OP M_ RIM=397.95 pEv� �N 0� z IE=390.64 u 3-It-g7 � CB#22, TYPE 2-48" RIM=396.82 AR MST IE=391.03 ��� pF WAS/// pp a CO CB#23, TYPE 1 RIM=395.0 "' M IE=391.5 C11 �o 26 16 �� E q CB#24, TYPE 1 ,`FS,SFC l S 101 � z 0 o RIM=396.58 /ONA $ (D U) IE=392.58 - `J EXPIRES 2 5 98 r � -03q PRELIMINARY SANITARY SEWER PLAN . - -5A a� y /G=' EXISTING BUILDING .' ilk~•• ••''• .' �qt+ WOOD FENCE ya'. J(T _ ................... �.��ARPORT f FND 1/2" REBAR & CAP' 1 S� MARKED "C&C LS 1807r 0.2' S. x 0.4' W_ OF o- S89'01'44" Z 330.64 PROPERTY CORNER (1/10/97) ti .•q1.- $ ` 28a63' ~ n n c: ...J FENCED a� /� rJO.Q _ KENNEL - ----------------------i gr EXISTINGs. BUILDING �. is 1 >� X •.• eS ... n: 42LF 8" PVC ® 44.17% .: _ .; ... X' ... ...... ------------------- : 6" PVC' $IDC --- EX. SSMH SEWER ® 1:00% MIN. ! f.........RIM=384.06E BLDG ----------� .(TYP) ,- �•'• IE=368.84 (EX. CTR CHANNEL) � :•: � ': � ��_��.� �A� ��: � IE=369.00 (NEW 8" E . I O - LOCATION SHOWN IS BASED CO#1O �; x�'�":`' -- ON DESIGN PLANS FOR THE I ��. TRAM ' , x -" �- 1v CROWN POINTE APARTMENTS DATED 3-19-86. CONTRACTOR `. o MH#1 TO VERIFY LOCATION AND VERTICAL DATA PRIOR TO ------------= CONSTRUCTION. �' ::.• l ' 7C X. 1 m0 rr CO' L SOUTH QUARTER CORNER FND A PUNCH ON A 1-3/4" BRASS PIN ON A 4" x 4" CONCRETE POST MONUMENT IN A CAST IRON MONUMENT CASE (1/07/97)(CITY OF RENTON MONUMENT NO. 1502) File: 6042ps1 FND TACK AND FLASHER "C&C LS 18077" 0.2' W. x Off S. OF PROPERTY CORNER (1/10/97) FND PUNCH MARK ON A 3' BRASS DISK (STANDARD PSP&L NARKING) ON A 6" CONCRETE BELL MONUMENT AT PROPERTY CORNER (1/15/97) EAST QUARTER CORNER FND A PUNCH ON A 1-3/4' BRASS PIN ON A 4" x 4" CONCRETE POST MONUMENT IN A CAST IRON MONUMENT CASE (1/07/97)(CITY OF RENTON MONUMENT NO. 1848) I x 7' CHAIN y LINK FENCE - , S89'06'06" E 6 ... x X �` FND PUNCH MARK ON A 3" ' BRASS DISK (STANDARD PSP&L a •' MARKING) ON A 6" CONCRETE BELL MONUMENT C.1' N x Off E. OF CORNER (1/09/97) x FND PUNCH MARK ON A 3" BRASS DISK (STANDARD PSP&L * MARKING) ON A 6" CONCRETE BELL S. 9(1 EMONUMENTFCORNER /15/97) x GREASElk� c - INTERCEPTOR S -- - , ------------------ J CONNECTION -,• ( J . •IE-392.70 _} - BATHROOM } I CONNECTION q IE=397 0 N a ' BLAAKEI=TEEf ---------------------' EASEMENT. PER REC No, 3631034 1 1 x' -.. GREASE n INTERCEPTOR s FND 1. 2" ,R n. & CAP I 1- � � CONNECTION 4AR "G*C LS 160 r - r. 3 329.8' x 0.1':w X PR PEA CO 'A' A BLDG 'C y EXISTING b FF=398.00 a FF=404.00' n BUILDING r W r II Fr< OWER_N NK TELEPHON= w u �l J II • � sC LE EASEMENT PER ? rn n x. - 0 31 ` - J 3575610 .. � a II rn f _ BATHROOM ' f f 1 CONNECTION Cock IE=397.0 �4. --------------------- �tl Off. A o - ? 0 _ s .Y�b.. _- .-. ..'.. .. EMENj II 2 Y r i_ I �. ? it ¢ FOF THE; BE EFF OF PAN-E?- : u - i i . - `J� OVERHANG OF •, •• -. CARPORT ! ! A i BLDG D M 1 f X' - - -- - FF=404.00 S 1 as �- ;, EX CB \ \ I i P, . r. W L - - P(ON) a 1? RIM=386.41 IE=383.31 (12' CMP SE) E=383.21 (12" CMP W) X It A-4 A \ SE ENDEX CB A NOT FOUND �- 4, RIM=390.07 ------------------ IE=386.89 12" CMP NW) --- I------- E=386.87 (12" CMP SE)1i EXISTING BUILDING I I - _� tl s4rI I L 1 --------------R------------� ADFAF - -._ n _ POLE . ... + POWER u -_' •_ .- � � ROAD AND 'JTILIT;ES f- - : IE l EASEMENT PER REC, EX SD MH NO. 84Q5O�O,Ws RIM=407.01 T TON) -EX CB WATER - RIM=404.49 + P(OH) FND 1/2 REBAR & CAP METER MARKED "C&C LS 18077 " J l s ' ;L205 9 J R & - - h2 IE=399.89 (12" CMP NW) ___ 0.0' N. x 0.1' E. OF ---- - --- i"Ch IE=399.89 (12" PVC W) PROPERTY CORNER h .. _ ` ��� . c yin - P E ,� RIM=399.07 � � � rfi �. (1/10/97) a Y IE=395.97 CMP S a n' " J ' ' -- jp �� D y ,... -� ------ _ .... _ _ -- - -- -- �'W 210Y 4' p _ __ _ -- --- - ---588`26.. .Ol .II N8 066 ]/ ��------t---T-�-- _�'I.z- a1L�----- ------�C----�5 FC-�-- - -�--------�i�OtC�- ----- /�'FN t - - 1986.06' ime: 03/ 12/ 1997 09:40 Scale: 1=40 Bill Hamilton X zI of w LL_ 0 U N Q0 QD Q0 N QD N Ln CV o) o z w Z 0 --- WATER -r, - - - - - - -- _ - _ _ -_ .... 44 I SE SECTION CORNER ` _ ---"_'= z=='=___- - yMTER u -- ---==�y�= FND A BRASS PIN IN A METER-J-BOX t EX CB 9 \� WAIER - U�' 4" x 4" CONCRETE POST IE=399.40 12" PVC E ' IRON MONUMENT CASE 9�• _� RIM=398,41 WATER o METER / MONUMENT IN A CAST q"v n, I = x c = IE=395.76 12" CONC S,),�.' VALVES `��' '°� �- _ IE=399.40 (12" CMP W y3 I *� b N00'21'18"W 30.01' o m o .� - a �,.' C- s _ ( ) NOC23'16"W 33.01' �: STREET .w / (1/07/97) (CITY OF RENTON MONUMENT 1503) x x' _ x; 2648.0. BASIS OF B 6S - 230.98' ;,• MANHOLEII EX SS MH E 4th S 1 1 IEET . .' =� ro IE=369.70 E TO E W e ,, , iI •�h; il )•.r p( r. IF P(OH) PON) P(OH) P(OH) P(OH) p(" .. ab` � WATER II \ '-.VALVE �' w ati WATER o ? --EX CB POWER J II RIM=398.17 \ (I HYDRANT POWER VALVE POLE IE=396.27 ((12" CMP E) /EX CB GUY IE-396.27 (12" CONIC N) RIM=401.48 \ WIRE IE=396.47 12" PVC S) \ IE=395.63 (12" CMP W) EX SS MH -HYDRANT GAS VALVE IE=395.63 (12" CMP S) RIM=405.92 VALVE EX SD MH RIM=399.15 E=394.90 (12" CONIC W) E=395.00 (12" CONC S) IE=395.00 (12" CONC N) 42-S 1,Z6042-B 1, SEWER DATA: MH#1 RIM=397.70 IE=387.65 IN) IE=387.55 OUT) MH#2 RIM=396.95 IE=388.49 IN) IE=388.39 OUT) MH#3 RIM=400.50 IE=393.06 IN) �6" IE=392.96 OUT) CO#1 RIM=397.45 IE=390.18 CO#2 RIM=397.95 IE=390.18 CO#3 RIM=397.10 IE=389.89 CO#4 RiM=402.55 IE=396.20 CO#5 RIM=402.55 IE=396.14 CB#6 RIM=403.95 IE=396.48 CO#7 RIM=403.95 IE=396.48 CO#8 RIM=403.95 IE=396.48 CO#9 RIM=398.30 IE=393.50 CO#10 RIM=395.40 IE=392.40 c O a� Q Z J rQ^ V, CL W Q Z G _l (n a Q Wa It IL 0 a m o z Z Q CL T 0 rr o V z o CO � � o W W Q Q Q V a� W N x O Q Q N U W CL r O CA L O O I- �\ Q) C 0 o it 1E U z O > z rn 04 � � I N N cV p 1 O 3 u L O U Q T V) w Z > z O (n z Ld g J aLLJ D Z X Q C:1 Z w w >Q N 'L_ g :2 z r) O N N N 00 z 00 0-) N (D i1 00 > z I I ,§ In 2Q J L ^l N � L ^/� l N rZnnw V Z z W D W 00 W P� Y CN C-4 U can 997 EDIT pLpNNINO 2 OEVEC TYMOF RENTON Z ARMST JA, 0� p4 W A Sq/CO A�j �b► N5 � z y `) �o 26016 �F F0/SE . �s/DNA L ENS'\ z o o U EXPIRES 2 5 � 98 PRELIMINARY WATER PLAN Z W w Q 0 Z 0 SOUTH QUARTER CORNER FND A PUNCH ON A 1 3/4" BRASS PIN ON A 4" x 4" CONCRETE POST MONUMENT IN A CAST IRON MONUMENT CASE (1/07/97)(CITY OF RENTON MONUMENT NO. 1502) - a ?C• : _x ........... • i4 ^` EXISTING BUILDING } - WOOD 9:•.:; •' s ................... % FENCEARPORT x o. �f- FND 1/2" RE13AR & CAP MARKED "C&C LS 1807T 3 0.2' S_x 0.4' W. of e '•, Q S89'01'44" E 330.64' ��9 °^y�' ,�^ V- i FND TACK AND FLASHER C&C LS 18077" 0.2' W. x 0.0' S. OF PROPERTY CORNER (1/10/97) END PUNCH MARK ON A 3" BRASS DISK (STANDARD PSP&L MARKING) ON A 6" CONCRETE BELL MONUMENT AT PROPERTY CORNER (1/15/97) EAST QUARTER CORNER FND A PUNCH ON A 1-3/4" BRASS PIN ON A 4" x 4" CONCRETE POST MONUMENT IN A CAST IRON MONUMENT . CASE (1/07/97)(CITY OF RENTON MONUMENT NO. 1848) .4p: X W 0 4 N W % X m 1V l- X 7' CHAIN LINK FENCE lb X MY S89'06'06" E 1.03' . x \-FND PUNCH MARK ON A 3" ' BRASS DISK (STANDARD PSP&L yq. •' MARKING) ON A 6" CONCRETE BELL MONUMENT 0.1•' N x 13 ~O F q .y FND PUNCH MARK ON A 3" BRASS DISK (STANDARD PSP&L yA MARKING) ON A 6" CONCRETE �Yx BELL MONUMENT 3.9' S. x 0.0' E. OF CORNER (1/15/97) py. f _ h D ■ILJM C ^ i Y Y Y n .I r^ N> ON A N w.I u � 11 N n n rnII A j �. SPRINKLER . R001��1 '� - �- - --- --------- ------------ : - ;a.._ ...' _ W__.. .. J O-' _- BLDG> > SS SEMEN afNES FOR -THE BENEFIT OF PAR!EL :^ei OVERHANG OF i''` " ^ CARPORT `2to _ N . 7 - •�i-0 -((yy as Y: �.. _.<.. ... _<.� _..--.. II A EX CB 0 h W _ - p(O{(j e RIM=386.41 IE=383.31 (12" CMP SE) IE=383.2L 12' CMP W} _ • .� - ....._., - t -- - - e - - _ ^ SE END----------3� Y ... ,. AM EX CB �` NOT FOUND - 7 - - -- - - -------------------------- RIM=390.07 q J -,I IE=386.89 12" CMP NW) it o c - ---- __ - - a L386.87 (12" CMP SE) g �.,,. EXISTING 1 Y tI .......... rr_ _ BUILDING I Ax : 1 _ _ - I ---------------=-----------+ ADFAF illa,, __ ..... 202 LF . 8"...D.I. WATERMAIN P -F R MD 87 LF $" 6.1 WAS RMlAIN 9 a _ IuTIE_. 108 � F l'E : D,t.-WATTERMAIN Ex SD MH ` Q( P a •' ; v _ RIM=407.01 20 LF 8" D.I. RMAI - _ EX CB T(OH) T P(OH) FND 1/2" REBAR &CAP METER " PE?b 33 LF WAIERMAI � - ` __ = A%1 1 RI%404.49 MARKED "C&C LS 18077' `' P ., ' v 1r, ��+ IE=399.89 (12' CMP NW) a Q1-� F, - IE=399.89 12" PVC W) 0.0' N. x 0.1' E. OF PROPERTY CORNER IM-399.07 Ur a' x r� (1/10/97) n 6. E=395.97 CMP <�� q.. '.. Y -- �q� d = . ��. g 8 .w ...... 210r � ����... a`.�...:.. 8'26'.:. a .U1t.1 j( � N89'06'06'W `3 1986.06' z z� �NRu1 I tLL"nyrvL I EASEMEIIT PER IREC. a e 3575 1 WATER DATA: O1- 8" CROSS 1- 8" CAP 1- FIRE HYDRANT ASSEMBLY O 1- 8" TEE (MJ) O CONNECT TO EX. 10" WATERMAIN. REDUCE DOWN TO 8" WATERMAIN, CONTRACTOR TO FIELD VERIFY LOCK7ION AND CONDITION OF SERVICE PRIOR TO CONSTRUCTION. 1- 8" CROSS ® 1- FIRE HYDRANT ,ASSEMBLY 12 LF D.I. PIPE 50 1- 8" CROSS © 1- 8" 90 DEGREE BEND CONNECT TO EX. O7 10" WATERMAIN. REDUCE DOWN TO 8" WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION AND CONDITION OF SERVICE PRIOR TO CONSTRUCTION. ®1- 8" TEE 1- FIRE HYDRANT ASSEMBLY 23 LF D.I. PIPE 90 1- 8" TEE 1- 8" TEE 1 O 1- 8" CAP 1- FIRE HYDRANT ,ASSEMBLY 28 LF D.I. PIPE 1- 8" TEE 11 1- FIRE HYDRANT ASSEMBLY 26 LF D.I. PIPE 12 1- 8" CROSS 13 1- 8" TEE 1- 8" CAP 1- FIRE HYDRANT ASSEMBLY 1- 8" TEE 14 1- 8" CAP 1- FIRE HYDRANT ASSEMBLY 19 LF D.I. PIPE 15 1- 8" TEE 1- FIRE HYDRANT ASSEMBLY 15 LF 8" D.I. PIPE TEE 17 SPRINKLERED BUIU)INGS TO HAVE DDCVA, PIV, AND FDC ON RISER IN BUILDING got _'� WATER '' - - - -_ J -_- - -__ _ - - _ - _ cit = _ ►A I SE SECTION CORNER FND A BRASS PIN IN A W TER J-BOX ' ' .* EX CB � I 4" 4" CONCRETE POST METER' J> WATER= � PVC E) METER i STREET x MONUMENT IN A CAST IRON MONUMENT CASE 3• 1 _/ Sq ro N00'21'18"W 30.01' m a. RIM=398A1 _ _ = = a IE 395.76 12 CONC Q = WATER o .,pa IE�399.40 (12" n. ..�- >. ✓ c a1 VAI VFS �" IE=399 40 12" CMP W N00 23'16"W 33.01' �� , aq*' M 1 /07/97) v ' - xl x - c" _ _ N89*0 9 W 2648.0 BASIS - _ � 230.98' CITY OF RENTON MONUMENT 1503) __ OF BEA S _ MANHOLE a "3 a""' ^aq II EX SS MH a vh IE=369.70 �L+IpE TO E-W Q p �� °j`� ^flab ",q°. i s4•'�►1� ^'9q• n��' �`�i rs =________________{==---a==_a= s -t---=3F=------- 3- __-;# s===-____ z==:=- _'- ---__-__-_=)C -== _=-_... P(OH) P(OH) P(OH) P(ON) P(OH) 063 N p(" PON) . yap` WAi ER b • it %-YALVE p �<:� WATER p EX CB N POWER VALVE POWER RIM396.277 HYDRANT POLE POLE IE=396.27 CMP E) EX CBGUY IE=396.27 12"CONC N) RIM=401.48EX SS MH HYDRANTWIRE IE=396.47 �IT 12" PVC S) IE=395.63 12" CMP W) RIM SS MH GAS IE=395.63 �12" CMP S) VALVE EX SD MH RIM=399.15 IE=394.90 (12" GONG W IE=395.00 (12" GONG S IE=395.00 (12" GONG N C 0 N x Z Q c� G 0 0� o U z o o 0 Q Q Lo 0 w 00 O � J cnX�o W /Q wCL V r O J 0 O IL U Q U N II z r 0) z < rn', F- 1- � OI C14 -0 v II NI j C 1 U) 0 z> O gCf) LyJ J Q X Q w z W N g Z Q r-) O N N N 00 O� (0 00 z N I I ww Ln N Ln N C� Z z - (O CO W 00 Y O O G �N \ANN\N -cop sdv� 6� G\� o Q r I Z �. W b'8 � 0 N z z O 0 O EXPIRES 2 5 98 I 1 I /i A ., I o u File: 6042pw1 Date/Time: 03/12/1997 08:53 Scale: 1=40 Bill Hamilton Xrefs: Z6042-S1,Z6042-B1, Z)ht " I t -ul :11�