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LUA-88-063 Map
GENERAL NOTES R 4'A a ,4<GE M /V. E, 9 rq N� i srR, N, Lc /C5 VICINITY lAr/ /" = 200' j ElJGE O/= ,4 ,C• P� V/NG � I Q O �, I 85.1141\EL/7, Ja l I� may,•„..,..-. � ; EL Fr` Ec76.7 r,PacE 60 p� /'' ) REGC�GC► rt t /iM E-1,72.2 __ Q 1 \ 1 E417-ff C� / �2 RAM / 76.4 1 i 78.'y o--C /77 I 5,rREer vw_ « - E /M,3 �iaNr EL /11-4 — I 7 /-5�\ + R/,,yIV, 2 c��E� o�o�� ' E I .5/6N 1? 7. /,4RK/N G? A R F.4 LIS ' T� � I — - \RIM /77.2 O �I con)p,cct i 20 - � 6„ Co//C.CURP� W -- RiM /7/, 0 T YP• `1 7 _ CONC WNEEL -- - - 596o F r? 6Ros5 S TD/' - T r .FIR s r F1-/z OFFICE- 59 60 r VI 2"A.C, p,4✓/NG Q. I SECO ND FLIZ OFFICE - 5 t CAI?ETAKER Qv14k TER¢GRlJSNEl� Roc N PARKING �9 Et 78 RANDI CAP ` s /7 -Per /M /740 ` — REMOVE I o c•4 1 Co 04Cr • � � ~ � I Us �J i EL l7/•S EL /7/ 5 76, 7 C,6. ' EL / 7 7. 1 EL. /77-4 �- — x - K I �1 ' \► - - - �8 l2 `>< 23 Rai/mac > �— PAVING � 30 5 24- 2' - _--.— SITE PL,,4/`;� i p N.Es._ q rH srR �c- E r -t 1. The General Contractor shall verify locations and dimension of existing conditions. 2. Repetitive features are drawn only once, noted "Typical," and shall be completely provided as if drawn in full. 3. General Contractor shall verify all dimensions and conditions in the building and will be responsible for the joining of his work to work of others. Any required corrections after the fabrication of materials and equipment shall be made at the expense of the Contractor. 4. All work shall conform with applicable codes and regulations. 5. Place no mains, piping, conduit or obstruction of any kind so as to impair given ceiling heights and clearances unless clearly shown otherwise on the drawings. 6. Provide continuous dust control at site. 7. All concrete walks and stoons shall be 4" thick concrete with radius tooled edges. Provide score lines at 5' o.c. and 3/8" premoulded joints at 15' o.c. Provide 12" min. compacted structural fill under all side walks -- compact to 95r' per spec. 8. Grades shall be uniform between finish grades noted on plan. .Y LEGEND }— - Denotes property corner N, /, C - Not i n this contract Denotes landscaping ODenotes number of parking Existing Fence Existing Construction New Construction �---� Denotes Cont. Line Exterior concrete slab/walk \ A.C. paving Concrete curb —� H�• H.B. Hose Bibb F,N" F.H. Fire Hydrant 8 C-� C.B. Catch Basin • L /G R T � POLE 3 /G /y W H CE'l. F TOP, Con/ G \�Z EA /S T//VG EGE ✓• F//V/59 IEZ-E V, k14�v c4ft O #00 �S /EG,4L DGSCQ,/PT/oN %RAC- r/ €` S. AV4 L-F O F 7-/2 A c 7- o f HAR1.Z/C S (37A/Z DEN /-S OM E 79,6C r-5 A5 A'ECOAOH-0 /N VO 1- 7-5 �i4GEJB, K/NG CD/JNT � Y�/A, 0kVNEx, : G,EORGE (GALA 3d0/VTA.5 SUNSET A84-V4) /V, 9 �E" roN, W,,4 , 9805s LAND AREA : ('0,54A ) = 2 3, (2;7:�-,- >_ % Z �5 JILID/nl G A 94F,4 1 GROSS ; /VE T I RA RKl/YG _- F72 FT 2 ST,4LL5 0-5M77 6AR<IGE 5D<�;o - - FIRST FLR .OFF/C 5JGo 42oo 2/ 2 ND FLR , OFF/C E 59�o 4-2co 2 I �'A14E TAKES R CbF Q04 R T,--,PN- , 7o7-,4L, P,4RK/Nc /5 CO,✓/PAGr) 45 lO7-AL /-E.4S/4/5Z-E Oi` `*/c&— c 4oa F7-2 GROSS aFF/cam AAeF4 //, D20 rT ToTA L 15L4)G A AEA = 2 01 4-4 O F r? I _- V /\ Cikri �i CY RCi-{i Vll ` J `/• JUG 2� D PT. W)ir PAI,IAGAKIS ADD COMPANi /3 t,.,,,,,,.,,;KALAS0VNrA5 BUILDING C fTiWcruRAL AND CIVIL ENCriNtbR3 I _T L V 7o NWER UMLDM • SEATTLE. WASH DA To U.I ues N, sYa P 7• 14, s$ r GENERAL NOTES 3 V, PRoJ4-'C 7' N. E , 9 rho 'L , V/C N/TY LAN N /" = 200` /50 #,4 kn/S /✓Y \ I _ AcE� �L18�eUr 1 - - Pg0T/IVY' � /� + �7 _9p - H,4f1Ns Z✓ - N J U � 0 7 _ P/4077N,4 5 1. The General Contractor shall verify locations and dimension of existing conditions. QTY. CO;+D. SIZE BOTANIC NAME SPACING REMARKS 2• Repetitive features are drawn only once, noted °COMMON NAME "Typical," and shall be completely provided as if drawn in full. 10 B & B 3-3 1/2" Cal. Acer Rubrum 35' O.C. Matched Spec. 3. General Contractor shall verify all dimensions and 16-18' Ht. 'Red Maple Qlty. conditions in the building and will be responsible for the joining of his work to work of others. 22 5 Gal 30-36" Ht. Arbutus Unedo (Compact) 4 1/2-5' Bushy Any required corrections after the fabrication of °Strawberry "Tree" O.C. Multi -Stem materials and equipment shall be made at the expense of the Contractor. 1300 2 1/4" Pots 2 Branch Min. Hypericum Calycinum 12" O.C. Fell, Bushy 4. All work shall conform with applicable codes and 'St. Johns Wort Mulch w/ 1 1/2 Fertimulch regulations. 5. Place no mains, piping, conduit or obstruction of 48 5 Gal 24-30" Ht. Photinia Fraseri 4-5' O.C. Bushy & any kind so as to impair given ceiling heights and 'Fraser's Photinia Matched clearances unless clearly shown otherwise on the drawings. 6. Provide continuous dust control at site. 6 B & B 2 -30" Rhod. "Anna Rose Whitney" 5' O.C. FuBushy 7. All concrete walks and stoons shall be 4" thick concrete with radius tooled edges. Provide score 28 2 Gal 12-15" Spr. Viburnum Davidi 2 1/2-3' Full & lines at 5' o.c. and 3/8" premoulded joints at °David's Viburnum O.C. Bushy 15' o.c. Provide 12" min. compacted structural fill under all side walks -- compact to 95% per 92 2 Gal 18" Spr. Juniperus Sabina 2 1/2-3' Multi -Stem spec. (Tamariscisolia) O.C. 8. Grades shall be uniform between finish grades 'Juniper Tams noted on plan. 540 1 Gal 18-20" Hedera Helix Hahns 4' O.C. 'Hahns Ivy LANDSCAPING GENERAL NOTES 1. See C-1 for all dimensions and specifications section 0280. 2. All landscape areas shall be prepared with 1'-0" min. depth topsoil and 2" min. bark cover. All plants and trees shall be placed in an excavation with dimensions equal to (2) two times the volume of the root ball. Backfill with approved imported soil, fer- tilized, tamped, and wet down. Use a min. of 3 protected wire guys and adequate stakes_ _< for all trees. All trees and plants shall be placed as shown with a min. clear dimen- sion of 2'-6" from curbs. LEGEND 3. LANDSCAPE SPRINKLER SYSTEM: Submit design for approval. All areas must be sprinklered- Denotes property corner and controlled by time clock automatic control valves. The landscape sprinkler system shall be coordinated with A.C. paving, etc. See M.1 Drwg. for water source. All lines /V,/, C. Not in this contract shall be self drain, and buried at least 18" from fin. grade. Sprinkler heads shall be oriented to obtain 10000 coverage without spray on building or sidewald areas. The Denotes landscaping sprinkler system must be installed with anti -siphoning devices and in accordance with applicable codes. An "As Built" plan shall be completed and submitted in duplicate. O Denotes number of parking �E/JGE o/c ,4 ,c, PaVi/NG 4. Al}5,Wdscape and Sprinkler work shall be guaranteed for two years from completion Existing Fence 5A961) S UNELb of installation. Landscape Contractor shall obtain and pay for permits as required, Existing Construction _ - - _-- J. 5A.8/NA - SOIL: 50% Sand & 50% Fertimulch or Grnwco 8" depth applied evenly New Construction Jr'- l�,2l.�ui US Un/cCb } •�� � < u rototil into top(-," of topsoil & sod base. x.. _ NOTES 2 i---� Denotes Cont. Line / % r AMEND/FERTILIZERS: Apply 50# Dolomitic Limestone per 1000 Ft and PECIFI AT- 5#/1000 Ft2 of 10.20.20 Fert. w/50^: of N=Win. on soil. Exterior concrete slab/walk 1 EL /78. 6 20 - STA/0 AIA ION INSTALLATION: As per American Sod. Prod. Stds. A.C. paving �s SPRINKLER SYSTEM: New automatic sprinkler system for this project Concrete curb - � required for all landscaped areas. See Spec. Book. E� /78.5 26- ✓AA51P4A —� H„ 5, H.B. Hose Bibb ' Hydrant Fc176.7 t �rREc�J� � F.H. Fire y rant /,72,2 �L /74,5 �� 1�8•z ___ B & B =Ball &Burlap RA1 ®C-f3. C.B. Catch Basin Cal = 6liper EL 17Z5 /7 4 ,_- -- GP 42 R��1 6• _ • _ ' � L/GH % F POLE D/1eEGT1oNaL. • \ Et . / 783 I /%/• 9 . c EL /7I SrRrFr -- - 17 (5,3 4 % / 777• L / .4 EL R U !J>;!El�D \Of EXIST/NG EGE V. 10,0 42 ARg�JTy� � F/n/iSf1 �L_E V, RIM / 7/.2 <,�,-ei< ORo�^� i LO T p v/�/IE�o f s/6� 0 7, 6 EL = ML 6 = �,4 ✓/D/ 5 - PI o T/n/�1 /EG.4L lDC5c14e./P7-/oN COP <�D t= 77R A C 7- CoMr,�c �R/M /7712 O r) r(1 H/--�R�/CS �/-12DEN /-SOME TKLICrS ✓IDI-- - k �L� �✓ RECOr2DED /lV IDOL , ` 4 F Pia r5 tJRI°� •� + � AG , /NG GOcJN ► / l7/.0 /40 - ST UoffNS TYP• 7 + ----- -- W01Q7- -ONc WHEEL `� ? � T y. S ro p - r� t O ' WNED (3 A ; GEo�fGI-A S60IV rp 5 5060 F r C/�oS 4 J FIRS r FL/z oF�lcE - 5 Gr i r Tor SuNSEr 8�vv /V, E 2 "A.C. i. $ECON�� FL/Z OFFICE 5 6 1=T? li P�►V/n/G v Q` /BEN TONS - r - 4 3 - R�foDY ->✓A 4„ ROC -- < ie� rAAS y F - - / 2 8 a 1=r 7-60- _ RooF. s �� Q. • - - S PNoTiNA i PARKING 4-1 S rA�L E4./76•� E1JTR i 5 M/nl , V 20 ¢- gCLi2 74U�Rvi1�J � - _._ I� • LPL / 78• � EL /78 .¢ ' HAIVOICAI- SY/vlP�oL _ t y /7� .� T. Pow Ro E /Nh'i rNE y ANA w 7- �, -- -f4o •sr, �/OfINS Gvo2T I � /?/,w REMOVE 50 SIf _ OA v/ D/ 1 60 P,4C r U U - - Rini► l 76.7 EL • 1 77. 1, ---o % Ec /77.4 I � _ . /2� 2S ,4,e v ry UNCDo 220- sT ✓o��s !A/ o,,2 T 20� =- 75 r I 2 4- 20 - 5' 4 6 2' 1_5L_DG_ . ----- NOTcSo SEA DRktlG C •I >coe �1 LL �>TE CO/�D/no�S� PES/G/V 1,41?/E5 FCoAJ rN/s ,�7RwG . 5 P L. A ly SCCA,C N.,E. /7 r/y E T i R/VV , C�v cr r.Fr�70,, JUL 2 31888 ; 10 C 6ALIb PANAGAKIS AND COMPANY Pxo„<,T: KALAsouNr,as 80/LD/1-,1G Oman L iTQUCTURAL AND CIVIL ENGLNtti< _ LV '. 7.0 #ZrN (ER BUILDING • SEATTLE. WASH DA DESIGN: BY! PP 7- /4 , 8$ �Y C iVG, W,,QLL -- A SKYL16NT E�vrR Y E-AST ZEE V47-lON - "EEST 4�EELEVAT"/ON CL.4 Y T/lam i - S-rucco T/NTE/J G1-.4Z/"a PA/NrL=,o Co" c A cGG 2 NO FGGbR d` TI i PASEA4E NT V �c V G,2dpE f coNCR�T� - �.Cl/NrE/� - i PARK/NG ,EN rR y S NoRT41 �1-,E Y,4 Fle-D � I 1 "Z:30UT-H ALE VA T-1 X� ' o J U L AAUL PANAGAICIS AND COMPA?•TY si�Tilt STRUCTURAL AND CIVIL EN'CINI'— 76 .11e[S_�✓L� W"NNER ILDING • SEATTLE, WAS'.(. ! -`A _ • DA►TZ! BU r� - - . , -.._ - v. F Y _ a, Y 3 , .. r _ _�€ .-s ue« ,� w a >'1L.. s f t. ql .. - - ( - 'G'' '- i `t - d . . h - • x _ - .-r- _.. - ". '-•_< V ,.�,,.,;I .:, �r .art .... '_ >-`F ti:' r - r . f .� -- �,. , f .•;_ {'J" j 'b i' ;r Mom.... .V'ik-'A�.. i�,,.i ' .:-_ . .:V�,.x .. * s � A _ . 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N Q� Os o a3� oev_er_ N v� o oU �j v 0 p w N O O p O %�` o o vt coo 00 , �v+ o o., Om p N w Nw cvcr NQ p� O S k1 Q P � `" U o o s``b o-- o p 10, D .S\ a� o a o 0 4 p Vc W / id Cj CD d' / 0 o s p p d5 a�5 o o a o `s y TURNaACC L,V ° 5 g-6 5- /5 56 88 / 6 O 56 7 ° 8 8.58 3� 3c 70O / / z 55 8/ /658' 70 _ -, Foe eEu✓B ro ary o094_ .Z 730 c EDMONDS AVE NE EDMONDS AVE `°� NE 70 �9�. �, nR"�' - ----------- / K x v'Ct0 5 45E CE ST.) 5'Z5 co ea 17 EsT /MIC I326.32 a7o /o f- sr / 65' C F /ViA/V/,- o .eo /30.o ' N 00 58-46 E -V R&IAIQ c.ry ,,gro 1326. 33 Ile 7W AUE SE ; o. eo # / 7.4 Esr 188E 0o m 116 TH AVE SE W /�RAOE /NT A 49♦ 78 S PO.T = ti Rt Lq M 00 CD N / EaMovos qvE NE 2p+A0 POT. * a0 T A 49+8/. 56 8/3.93-' 7b SEC' COS -- - - - M O )lAth Ncyl N W 9 - 23 - 5 N O W 00 NW 8- 23 - 5 10 KENN4 �0 A55 E N -� Q N of 6 FZ SNEET z 5 P)oojw E O 1 v 00A1 gyp. PpwER ANo SpuNO e740 C Pu�EI ' 1 GENERAL NOTES 3 oC0( O IrA N..E , 9 Tf/ N� 7 SrR, I P/ V 'Pow I 1 � E/JG E O/P A , C, PA V/M G � 41 co Im rl b` g5.11 0 EL /7,6.6 1 A�A CE4. /78.5 I DR/ 2 /— ,� Ec176.7 2/GO Fi r FPOLE t� LcL /72,2 �c /74,5 EL l7ZS /7 SrREEr E /78.3 I E- rurTER RIM /7 /. 2 � ...... -- -- -/H 7.6 - -- - U /�,4RK/N C�7 A R EA �Cj� Z 6 -- - - - 7458 F r I 01'�� 5 o ._5 - 20 /7/, o _ C U R C,8•# 7 ------ -- - CONC WHEEL -4 596o F r o FT7 F/RsrF�/Z OFF/CE- 5`) 6 ECON0 FLIZ OFF/CE - -5 E 5 _ ¢„CRUSHED Rod N I 6) �9 Cf}/?E rA KER Q[JAR TE,Z - — a I=rl ' 1' TYP• r i jA1RKlN 10 �7 Jr /d EN TA'( -- - - v ^'� /rll g � coR 1784, 78� E< /78 IN 1 REMOVE ( \ EX/STI � � G PjL�G co vac i r , kJ i aA: ® ik _ IO �o� - T l7/,S ®c.�. #5 i E L! 7 /, S EL R/Ai l 76.7 EL _/77, 4 -- ---_ I n �- - 123, coNc. A \ Sl 9 25, ¢ 2¢ , 5 C C —,- �-•c 75 /G / S/TE P1.QN /"=/O" , ScA,c �-= R/r v �R1w r 1. The General Contractor shall verify locations and dimension of existing conditions. 2. Repetitive features are drawn only once, noted "Typical," and shall be completely provided as if drawn in full. 3. General Contractor shall verify all dimensions and conditions in the building and will be responsible for the joining of his work to work of others. Any required corrections after the fabrication of materials and equipment shall be made at the expense of the Contractor. 4. All work shall conform with applicable codes and regulations. 5. Place no mains, piping, conduit or obstruction of any kind so as to impair given ceiling heights and clearances unless clearly shown otherwise on the drawings. 6. Provide continuous dust control at site. 7. All concrete walks and stoops shall be 4" thick concrete with radius tooled edges. Provide score lines at 5' o.c. and 3/8" premoulded joints at 15' o.c. Provide 12" min. compacted structural fill under all side walks -- compact to 95 per spec. 8• Grades shall be uniform between finish grades noted on plan. LEGEND - Denotes property corner Not in this contract QDenotes landscaping ODenotes number of parking Existing Fence Existing Construction New Construction �---� Denotes Cont. Line - Exterior concrete slab/walk S- A.C. having -- Concrete curb — • H.B. Hose Bibb F'F.H. Fire Hydrant C.B. Catch Basin • L/6H T F POLE pi,eEGrroNGL _W H ECL arc/a, GON G \�f EX /ST/NG AGE ✓• lo,o IELE ✓, /EG,4L r/oN %RAC r / � S, A1A Z-F o f r/?,A C 7T 2 aF H/4,e/2/f-:::S G7A1ZDE^1 71<Qcr5 A 1?EGOROE,D //V VO I- PLa7-5 11�7A(3E �58/ K/NG cooly f WA 0WIVE-9,: ,<AGA ,56UNrAS 701 SUNSET ,54-V,0 / /,,g LAND AREA-' C/0,54 A) = 2 3, 67C r- 2 e 0/L.0/1-,-/ G A RE,4 I G/ROSS ; NE i 110A RKl/YG _ FT 2 F7- z STALLS 5 JG0 - F/9,5T FLR .OFF/' 5JGo 42co 2/ 2 No 1=a , oFF/cE 5�Coo 4-2c - o 21 FARE TAKER R C nP 12 80 / 2<50 / 70r,4 L P,4 R /</N G (/5 cn vi v.4 cr) 45 To T,4 4. ,L E.4 S fl151- F- C 4--n0 F r-z GROSS OFF/C E AAZ:F'4 / /, 9 20, 1 7 2 TOTAL 15L4)G A /KE,4 ? = 2 q/ 4-4 O F 7- GTY CF iU,17C'1 iUL ti � 15 8 SUI DWG/.:Jd`_!! 03 DEPT. JKUh PAWAGAKIS AND COMPANI I apt PROO('T Kaz-ASOONra5 ©U/LDI C . WVUCTURAL AND CIVIL ENOINU RS _r 15�vjQ, U WA, RLINDfEA BUILDING 9EATTLI! WAS;<i. I DA 40 - -063 £S�' /" = 2o0` tv A Q \ O _V � 1V. ,6 , 9 Tf/ 150 # 4 N/'4S IVY - PNo 7-1",-- 7 / 1/4141VS 254-20'- 8 >; ' - --------------- /\/07'cSo /, SEA DRPV(S C •/ Foe ,14 LL �a>TE C019D/770^13 7DES/Gry YAK/6s FW0A4 r'H!S ,DR/WG . Z,4/Y,DSC4R4 GENERAL NOTES 1. The General Contractor shall verify locations and dimension of existing conditions. QTY. COND. SIZE BOTANIC NAME SPACING REMARKS 2. Repetitive features are drawn only once, noted °COMMON NAME "Typical," and shall be completely provided as if drawn in full. 10 B & B 3-3 1/2" Cal. Acer Rubrum 35' O.C. Matched Spec. 3. General Contractor shall verify all dimensions and 16-18' Ht. 'Red Maple Qlty. conditions in the building and will be responsible for the joining of his work to work of others. 22 5 Gal 30-36" Ht. Arbutus Unedo (Compact) 4 1/2-5Bushy Any required corrections after the fabrication of 'Strawberry"Tree O.C. Multi -Stem materials and equipment shall be made at the expense of the Contractor. 1300 2 1/4" Pots 2 Branch Min. Hypericum Calycinum 12" O.C. Full, Bushy 4. All work shall conform with applicable codes and °St. Johns Wort Mulch w/ 1 1/2" "Fertimulch" regulations. 5. Place no mains, piping, conduit or obstruction of 48 5 Gal 24-30" Ht. Photinia Fraseri 4-5' O.C. Bushy & any kind so as to impair given ceiling heights and °Fraser's Photinia Matched clearances unless clearly shown otherwise on the drawings. 6 B & B 24-30" Rhod. "Anna Rose Whitney" 5' O.C. Full 6. Provide continuous dust control at site. Bushy 7. All concrete walks and stoops shall be 4" thick concrete with radius tooled edges. Provide score 28 2 Gal 12-15" Spr. Viburnum Davidi 2 1/2-3' rull & lines at 5' o.c. and 3/8" premoulded joints at °David's Viburnum O.C. Bushy 15' o.c. Provide 12" min. compacted structural fill under all side walks -- compact to 95% per 92 2 Gal 18" Spr. Juniperus Sabina 2 1/2-3' Multi -Stem spec. (Tamariscisolia) OC8. Grades shall be uniform between finish grades .. °Juniper Tams noted on plan. 540 1 Gal 18-20" Hedera Helix Hahns 4' O.C. °Hahns Ivy LANDSCAPING GENERAL NOTES 1. See C-1 for all dimensions and specifications section 0280. 2. All landscape areas shall be prepared with 1'-0" min. depth topsoil and 2" min. bark cover. All plants and trees shall be placed in an excavation with dimensions equal to (2) two times the volume of the root ball. Backfill with approved imported soil, fer- tilized, tamped, and wet down. Use a min. of 3 protected wire guys and adequate stakes for all trees. All trees and plants shall be placed as shown with a min. clear dimen- sion of 2'-6" from curbs. LEGEND 3. LANDSCAPE SPRINKLER SYSTEM: Submit design for approval. All areas must be sprinkleredDenotes property corner and controlled by time clock automatic control valves. The landscape sprinkler system shall be coordinated with A.C. paving, etc. See M.1 Drwg. for water source. All lines !y./, C. Not in this contract shall be self drain, and buried at least 18" from fin. grade. Sprinkler heads shall be oriented to obtain 100% coverage without spray on building or sidewald areas. The Denotes landscaping i <; sprinkler system must be installed with anti -siphoning devices and in accordance with applicable codes. An "As Built" plan shall be completed and submitted in duplicate. O Denotes number of parking E�JGE o/= ,4 -C• P,4 V//�/G 4. Al�dscape and Sprinkler work shall be guaranteed for two years from completion —X— Existing Fence S ARC Uf/Js UNE� of i nstal l ati on. Landscape Contractor shall obtain and pay for permits as required. - - - -_ - Existing Construction SOIL: 50% Sand & 50°o Fertimulch or Growco 8" depth applied evenly New Construction \ c rototil into top G" of topsoil & sod base. ,;; I _1 _ ! NOTES 2 Denotes Cont. Line AMEND/FERTILIZERS: Apply 50# Dolomitic Limestone per 1000 Ft and PECIFI AT- 5#/1000 Ft2 of 10.20.20 Fert. w/50% of N=Win. on soil. Exterior concrete slab/walk /7,6 20 - �,4&; 5/."A INSTALLATION: As per American Sod. Prod. Stds. \� -- A.C. raving ION I p SPRINKLER SYSTEM: New automatic sprinkler system for this project Concrete curb /78.5 I required for all landscaped areas. See Spec. Book. H.B. Hose Bibb T PoV-E a F, 11 - �JRELCX47t F.H. Fire Hydrant Al i78.2 _— B & B = Ball & Burlap _-- C C.B.* Catch Basin Ca 1 = Coal i per e 4/6H %� POLE p/,eEGrAnIVeL 22b- ST ✓o//ivs In! 0,Q T 2¢ 2 ©--- - -- 75 /"=/O' ScA,c �,=_ �5 z S-t N, ,E . r>�' S 7-1e ,E E T R11 V \ RAW 0 \01n,0EX /S T/NG _ELE V — IELE V, /EG,1L c/;1;,7/Prio/N TRACT / €` S, OF 77RA C T 2 o f H14,eIz125_5s 14 (nM E rRQC rs - A S 9EC0ROE,D /N VO t. , 3 4 PLa rs PiA6E '56 KllvG coolvT " ;-VA, 01/VNEIC I<A L.A 56V IV TA S 70/ SUNSET ,BLV,D /,\/. g 14�E N TONIIIIVA , 9 8 05 5 Ci,Y CF F'_f."1 C ,I nk JUL 20 TV aAUb PADIAGAKIS AND COMPANVI pR0,,-<.,.,.; /ZAL.ASouNrAS 60/LDlHG L. . 11MUCTURAL AND CIVIL ENGiNttRS I - LV 4&rNWER WILDING SEATTL& WASHH DAM 11 DESMN: SYI �P %. 1¢ , 0