Loading...
7632 SW DURHAM ROAD-1 PLANT LIST OUTLINE SPECIFICATION - a_ANTING AND SEEDING SOIL MIX: Prepare sop onto h each pldnthq role by mtxhq: + CROUNDCOVER / PERENNIALS GENERAL: AN plants shall conium to ail applicable standards of the latest edition of the 'American Standard 1 pat motive torsoll (no subsor) for Nursery Stock', A.N.S.i. 260.1 - 1173. 1 pat Mushro(.m compost, Gordon Compost, or as approved I N SYM LATIN NAME / COMMON NAME SIZE SPACING NhTIVE SEED falx: Pro-Tee 400 Na:tiw Grass Mix as supplied by Hobbs k Hopkins, Ltd., or as approved). Seed at Nursery stock shill be healthy. well branched and rooted, fanned true to variety and oil full foliaged, free of Thoroughly mix h plantohg hole and add fertilizers at the following rates: 1.:15 b. / 1,000 sq. H. 62 OU ARCTOSTAPHYLOS UVA-URSI "MASS.' 1 901. 3' o,c, disease, injury, defects. Insects, weeds• and weed roots. Tress shall have straight trunks, •mmtrical tips, and Small shrubs - 1/8 W./ plant 1 ossochusette Kinnikinnidk have an int"t single Ieoder. Shrubs - 1/3 to 1/2 lb./ giant WATER OUALJTY SWALE SEED: WATER QUALITY SWALE SEED: Seed mix to contain 20% Creeping Red 62 A rnTONEASTER DAMMERI Tree - 1/3 to 1 Ib./ pl•tnt Fescus ana OfM Elko Perennial Ryrgross. Seed of 5 lbs. / 1,000 sq. ft.. 500 CD Barberry t;ot�aneostelr 1 �' 4' O.C. The apparent sYenee of the Specifications, Pions and Special Provisions a to any dotal a the apparent onhtnbi from t11;rn of a detailed description concerning any point shall be regarded os meaning that only the best generd practice Is to FERTILIZER: For treat and shcubs use Commercial Mix Inorganic 5-4-3 with micro-nutrients and Sino slow Y g• g 477 EF// i UONYMUS FORTUNEI "GRACIUS' 1 90. 3' o.c. prsval and that only material and workmanship of first quality are to be used. AN Interpretatkms of these SPOCiAC-t1wif MAINTENANCE - NATIVE SEED MIX: The Native Seed seas shah be mdL•�Commercial b watering, reek:din and Y nMewing rltrogen. weeding for a minimum 60 days after sending. After 30 days apply Ctxnn,erclal Fortrizer (23-5-10-2) at 4 lbs. per 1,000 (r-orils WIntercreeper Euonymus shdr be made upon the basis above 'fated. sq.fL 11 HS HEOCTOTRICHON SEMPERVIRENS 1 9d. 2' o.c. SUBSTITUTIONS. Lely as approved by the Landscape Architect. PLANTING: Place the plant ,r, a layer of ar nce. R p ave c mix er the anter of the planting Inde. Plant treat Blue Oat Gross and shrubs upright and taco for bat appearance. Remove containers a ties and burlap tram the top of B&B MAINTENANCE - WATER QUALITY SWALE: Bb-filtration node � to be kept Prat of doMle and maintained to hour water flow. 41 PAN PENNISETUM ALOPECUROIDES "HAMELN" 1 2' o.c. GUARANTEE AND R�LACEMENI: NI plant material al l be guaranteed tram flnzl OCC40aoce fa ane plants Check roots and cut dean any hayed a broken roots. Stagger plants h rows. BockAl planting Inde with FLETCHER FARR AY01TE,P.C. 901. p 9u sol mlm; while working each layer to eliminate voids- CLEAN-UP: At completion of work all extra metrial, Supplies, equipment, eta, shah be removed .ram the sae. Homebn Dwarf Fountain Grass lull growing esoson a one year, whichever Is longer. During this p@riod the Cortractu shoo repiace any plant 5 PT PARTHENOCISSUS TRICXJSPIDATA 1 gal. As shown material that is not In good condition and produeirq new growth (except that material damaged by severe weather limen approxknataiy 2/3 !cru, water thoouahly, then clow water to soak away. Place ramoInhg bockflN and dish cleared nrdks paving. r otter surfaces shall o sept dean, multhh dew shall how debris removed and any sop 708 S.W.rf3erusn rLwtstvuro ttnriletuoets deand from surface. NI seas of the project shill be dean, orderly and complete. 7w s. naw wvm4us i stn•t8 100 7 U.SJL Boston 14Y conditions, due to Owner's negligence, or lost due to vnndallem). Q 828 RC RUBUS CALCYNOFDES "EMERALD CARPET"1 901. 4' o.c- surface around pkat to ho:� waknw. I•Ind yr Me should keep root boll slightly above surrounding grade, not to PQRTt./WD, olteaotr �1at-set Emsr'dd Cexpet IDES Bramole t ondsosape Contractor shill keep on site for Landscape Ark�niteet's Inopectbn, oli reesipU for soil amendment and exceed 1 Inch. Water again un1N no more wdten le absorbed. Initial watering by Irrigation system Is not allowed. rtiotes:(wl)1WYFA t PAX:(!0))122-17ot 8 SAJ SEDUM 'AUTUMN JOY' 1 1ti" O.C. topeoll deliveries' STAKING OF TREES. Stoke a dl tree. Stakes .`dl be 2' X 2' nom. y point. ���� gel They Mall be of Douglas Fir, ods and rturd stained ea rh-tone (nom.) quality are ciduou with t Autumn Joy Sedum TOPSOIL AND FINAL GRADES. Landscape Contractor in to writ that the topeor is or is not conducive to Y X green. Tres ties for deciduous with trate shill o nj 72 VMB VINCA MINOR •'BOW.S' 1 gd. 3' O.e• proper 1,;ant growth. y mhknurn k2 strand m as approved). 12 go. wt Evergreen treat eat 'Cera-Strait' Ire flat (or aro approved) whin guy wires of a Blas Dwarf Periwinkle URS Landsa.upe C-witractor Is to supply avid place 12' of topsoil in planting Dods and 6' h lawn areas If tupoor on site Is MULCHING Of PLANTINGS: Mulch anti aew with well rotted flr or hemlock balk medium d or 9 AG AgEIJA CRAJVDIFLORA S 5' O.C. inn� to prr4w plant growth. u► mise nolo to by General Contractor. Landscape Contractor is to w approved, to a depth of 2 1/2 Inches h ( grind), / ground cover anew and 3 Inches h shrub beds. t. Glossy A RAN 9d' ,plat of the Imported soil and/or 17 BTR BERBERiS THUN. "ROSE GLOW 5 90. 4' o.c. Landscaping moll include finished gqrradds and even distrbuttor of topwA to meet planting requirements Grades SEED: 8luetoq Brae seed conforming to applicable State laws No noxious weed seeds Ssbmlt Guaranteed analysis. Rosy Giow Japanese Barberry and slope* @hall be on Indicated. Plantiny bed grades sikdl be approximately 3 inch" below adjacent walks, poking, Sow esedo with a ..wchanieal spreader at a uniform rate w specified below. Rake seed lightly to provide cover. 0 C C iAMAECYPARIS OBTIISA "GRACIUS" 5' 4' o.c. flni hod gr_601noc etc., to allow for bark application. Finish grading shat remove all deprenione a low areas to WATER QUALITY SWALE: After :ars.,s have Sean prepared w described under sol preparation, float a dross watt ` FINISH GRADE Slender Hlnoki Cypress provide positive drainage throughout the area. quality areas to required grades. Establish an even, fine textured mood bbd meeting groes, surfaces and texture. i �2 1, 2" BARK MULCH 30 CP CO10NEAS rER PARNEYI 5 gd. 5' a.c. NERBODES: Prix to @a preparation, dl areas showing any undo ;ruble weed a' gran growth Mall be treated Sow send with a mechanical spreader at the uniform rates oe noted below. Rake seat lightly to provide cover. QPomey Cotunooster with Round-up In strict acccrdance with the rnanufwturor's instructions- 40 CS CORNUS SERICEA 2 gall. 6' o.c. I Redosier Dogwood SON PREPARATION: Mkxik all areas by rototrling to o mhVnwn depth of 8 Ind+.a Remove al .tomes (over 1 - BACKFILL FERTSOIILIZER MIXTURE 27 E EUONYMUS FORT. "EMERALD GAIETY 3 ga. 4' O.C. 1/2' size), sticks, mortar, large clumps of vegetatia;, roots, debris, or extraneous matter turned up Mh eraiklnq. Sall I' WITH FERTILIZEF, Emerald Gaiety Euonymus Moll be of a homogeneous flne texture. Level, smooth and lightly compact ores to plus a minus .10 of required I 15 HU HOLODISCUS DISCOLOR 5 gal. 6' a.c. groove. 2 X ROOIBALL EXISTING SUBGRADE Ocean Spray ALTERNATIVE SIC: In groundcover aeon odd 2' of mushroom c-."t (a w approved) and till h to the top 4 HM HYDRANGEA MACROPHY!_LA 'NIKKO BLUE'S gal. 4' c.c. six Inchos of sop. ^� Nikko Blue BigleOf Hyder hngea f� \ \ �� SHRUB PLANTING DETAIL 1 0 ICB Nikko ILFX CORNU TA "BURFOR�II COMPACTA' S gal. 4' o.c. NOTIFICATION: The Contractor Mali notify the Landscape Architect t48 hours In advance of Installation of the QOTTEN & ASSOCIATES, INC. Burford Compost Chinese Holly plants. Find location shill be approved by the Landscape \' NOT TO SCALE LANDSCAPE ARCHITECTS 7 ICG ILEX CRENATA 'GREEN ISLAND' 2 gal. 3' a.c. p�� HOLE: Lay out all pant locations and excavate all sole from planting holes to 2 1/2 tknen the root \�\ Green Island Japanese Holly bell or root system width. Loosen sell Inside bottom of plant hole. Dispose of any 'subndl' r debris from VTI 14 ICH ILEX CRENATA HEI.1_ERI" 1 gal. 2' o.c. excavation. Check drainage of plant" hole with water, and adjust at.,, arra Mrwhg drainage prdblsme \ Pisa" Holler's Japanese Holly `\ ro.k dew. s•e urea•s+...ru•.o. �� � Z-1\ 201 ICN ILEX CRENATA "NORTHERN BEAUTY 18" S' o.c. item .9 ser-tats•rax lees► eau-xw item .. w•.w i shoor. ' was,. toe Northern Beouty deponese Hoily \ �\� 27 NDB NANUINA DOMESTICA 'MOON BAY' 2 gal. 3' o.c. Moon Bay Nondino 1 29 NDN NANDINA DUMESTICA "-IMA PURPL'r-EA1 gal. 30' O.C. LAWN Dwarf Purple Nandino ' 24 NDU NANDINA DOMESTICA 'UMPQUA CHIEF' 18' 3' a.c. 9-VD \ \ S-PJV ' ' Umqua Chief Nondino _ 4-PSN 20 PJV PIERIS JAPONICA VARIECATA" 18" 4' a.c. Df. �' • I'll \\ ` Variegated Pieria 40 PL PRUf�US LU�TANICA 34° 6' o.c. Partugd Laurel t - ,,, 12 PSN PINUS STROBUS "NANA" 30" 5' o.c. - 7-ICN 12-CD t Dwarf White Pine ar r._ c: 120-ICN \, \ 3-PY� \ d3 RCA RHODODENDRON 'DORA AMATEIS' 12-15' 3' o.c. TDP or DARK TO BE A" 1 kt 2-BJ \� Dara Amateis Rhododendron CROWN O4 ROOTBAII 6-VMB � 3/4'cal. \ HOS!? REINFORCED 8-VD \ `\ 10 F JM RHODODENDRON "JEAN MARIE. 18-21" S' a.c. p P'JBBER OR GRO- h 2-PJV 4-BJ .• �? Jean Marie de Mon.ogue Rhododendron STRAIGHT TREE TIES _ 46 RM ROSA MEIDILAND (41FIite) 1 gal. 3' o.c. Y WOUND VOR 19-NDN _ 9_w \ White MeidYano Rase WATBR BASiN c''i GUY WINE: #10 GA. EXISTING WILDING 5- TR I�" 36 SD SPiRAEA DOUGLASII 5 gal. S' a.c. We 2' DOUG FiR DBL STRAND. TWISTED. Q Douglas Spiraeo afA10eS a 9-AXC1<9 cALVAictzaD. �= I1QUAX1N SPACED I 4-ICG 11-ICG 95 SPN SAUX PURPUREA NANA' 2 al. 4 o.c. J ( Dwarf Arctic Bias-•Leof VMllow 9 AttotlND TREE /H GRADE \ 26-ROA r' 15-VMB e \ 2 1 2- BARK 11U1~H ' 93 VD VIBURNUM DAVID:I 2 dol. 3' o.c. ruts �:• � DD 4 _ 15-VMB 7-VD David Viburnum XilIrOYC BURLAP- BACiQ1X1. SOiL IOl(1'URE - - _- 21 ViM VIBURNUM PLIC. TOMENT, 'MARIESII" 5 qoL 6' o.c. NROOOT BALL of n� FERTIMER b 2.�� _ 30-VMB Moriesii Doublefill Viburnum 2 tt X/2���-EXISTING SUBGRADE -PSN 4' S ; _ 9 VD 47-RDA - i 5-PSN 3-VD ® \. \ TREES APB ASR PALAIATUM "BLOUOC'W' 2-1 1/2" cal. As shown - - �---_- TR- 7 '-• h', CC•�.l Bloodgoad Japanese Maple 5-:!" col. _ _ I, ® \ � \ EVERGREEN TREE STAKING DETAIL r LAWN 8 APE ACER PLATANOIDES "EMERALD QUEEN" 2" cal. As rhown _ - ^A. A� Q Emerald Queen Norway Maple NOT TO SCAIj _ _ 1 ® 3-PY r ` \ 24 Ak0 ACER RUBRUM 'OCTOBER GLORY" - 14-I �.•� %� EX. _t. 13-ICN 1 3/4 co _ 2' c01. As +ttmnwn �" October Gory Red Mople ��� t / ASK • OUT ,, ® 131-CO � \ 20 BJ BETULA JAQUEMONTII 4-Y col As shown �.C� 0 3-EFE " 12-RDA +: rOAG Jocquemomti Birch 4-1 3/4" cal. I 2-10" 17 FPM FRAXINUS PENNSYlVANICA "MARSHALL"2" col As shoran s �A XI ACYY PLANTED - 1-B� 3-PCC .j r,' ® 22` ca� Q Marshall Seedless Ash TO PLIiI� 5-BT 8-VM 24-ICN r •. - 1 • \. I 13 PCC PYRUS CALLERYANA -CHANTICLEER- 1 3/4- col. As shown 3-HS 9-AG Chanticleer Flowering Pear �; 11-VD 13-ICN 1 ?4' A"' - `� 3 PPG PICEA PUNGENS "GLAUCA" 5' As shown 3-EFE - _ 'g ® J`1" ___ Chanticleer ' Colorado &ere Spruce 8-PL i- 3'PJV I r i LAWN I 16 PYA PRUNUS YEDOENSIS "AKEBONO" 10-2' cal As shown _,�,• . a 1>>710TAs 6-CP _ 5-EFG 1-PSN / � Akobono Flowering Cherry 6-1 3/4" cal. I " 1 3-('P 3•CP > 10 OR QUERCUS RUBRA 2' col As shown 1-PT i d- I T _ 1-PT 1- T 1�T 1-BTR 14-NDB t 10-iCG 7-tCG Northern Red Oak 4-SG - - EFG 11 SG SEQUOIA GIGANTEUM 6-7' As shown 7-p�, -`'• - _ _�- L a-a,' '� ' - r• O - - �' i N 5-ND NU S �'�• ' Giant Sequoia t ,�..r c -� 5-EFG _ . 6-PAH --"' A' SoU West enter -� i .� :� 7-EFE LAWN 10-NDN 10-EFG t UI I _�' •/��'\� •�$' ' '� - ----_ 2 S'_w Office Building LEGEND �.. __ 4-Hs i -`-' >.7-ICc `^ 8-ICN 4-ICG 1 -'4 `-'' 4•EFG 5-EFG 11-P 13,EF �-3-PPG 7-Vlltl r'`: �-�" 2-HM 2-APB 1-HM LA 7-XG _ 7-ICG _- - . 3 EFG ' r TREES TO BE REMOVED ...� 2-Rim 1 1/2' cal• 7-ICG / ALS'` 195-RCE -PCC ATEPEES TO REMAIN �,` ,F-- 12 ARO 6-AUU 3 nZ % 2" ca. 18-SAJ t0;j'YA .r= r'' Q 1. Contract it is •.o verify ail plant quantitio3s. 4 6 AWN 13-NDB / �1 y� / 2 cd. 2. Adjust plantings in fist field as ne�eseory. i.e. shrubs away �(,. -OR 1-PCC 3-ICG _ --�• 5-PJV \ from doom, largo evergreens away from wit down to blank walls, full @ ''' grown tree canopy away from signs, etc. Notify Landscape t t , 25-VD - 4'� QZ / f Architect of any changes In to out. 4-Bi )"i L 9• y 2" cd. 6S-CO ~ / 3. Deciduous tree caliper is to be measured at four foot in height. �• '`•.. - / 4. Before const. begins, Lar,u� ^,.e Architect is to approve .�• -27-PL Rte` \ a •` �� \ 3-BJ 6S-CD TSb' sew layout of lawn and planting beds. w S. project la to be irrigated with on automatic, underground 1 ARO Irrigation system. ` ; ! /j 3-BJ q, cal. ; . h /M 14. 6. All topsoil removed from the surface in preparation for grading _ k / _ \{ >,/ t( t' construction is to be stored rxh or rear the site and protected I`; ` 97 ICN j 1 j { �Q /C JAN ,• n on on P 5-VIM 1 104-CD `�-.r•"' �` f. ,� h hZ jL0 V /�y / , from erosion while grodi.g operatiams ortn underway, and such "'" r �•r •. "� :� { Q� I OREWN storage may not be located whore It hulk: cause suffocation of \ i r- . 20-RM , ` /� Z I i R,.1 0 / root systems of tress Intended to be eserved; and after r : '� -*t"``+.r ... S-P(.0 completion of such grading, the topsoil is to be restored to 27-A1 U exposed cut and fill embankments or arpdhg pads to provide a n / �� _ •I _ f"�• - 9 AUU X17-SP nuuitaole base for e�odir and plontIng. �Y ••; fj -RM• - _ 7. Stakr3 and ties thut art as support for the tree must be �( � `. -"-�,, ''` • l removed after cx+e a two c,...rrinq se0sons. t,��� 114-RCE �\ ! 48-RCE I SEEDNINO `• ;., �\ d -.� �. . \. s►, �' / DI5TURDlrD 7 T� C oNsT1bJC: PROTECT NUMBER: Ofy-39-99 3-SO :: ,\k/ / r 4• X 4 lir•\ FIrTH NA _=7 TREE PLANTER 3-P,C �' ; ! S® MIX RIPARIAN Se I DATE: 9/17/99 � IF I�Nf�TS i'EXCITM A �p�/ r L- 9-VTM WITH 'TREE GRATE 7-f.0 r" 'OAC -- - PYG SLATS, 11e tJsi 102-CD _32-R - ? \ '� i ter' - _ _ 110-RCE , I U1G1WN: SSS A IS I �_ - \ TFIAN V.11lL,ACS TM 1•Ncat '�� • �: 3-SPN a-� 122 RCE APPROVED: _ (3WU ' = 4-9-RCE l STN,s'rl�crt FaTH r J.,:- 28-SPN 10-SPN — SLATS TO AST THIN!O'OtJpM 4-QR r 1 C 8-CS i I 1 U. AR TREES 16-SPN PLOT DATE: — 1283/99 ► I `,:r ., 65-RCE _� .c •s'''_:t 1 -C I J REVISIONS: - -}.�,_ =s '�✓ 102/20/01 CHAINLOCK TREE TiES i J 4-CS 5-SD J T. (OF AS APPROVED) / 4-Ci5' — 9-SPN• r X. r� 6-HD __73-RCE 12-SPN 6- 2 - \ NATgt GXWLITY SF.SALF < 2' x 2" D.F. STAKES /� _ I ` -A �_ �` 3-HD-� 10,. L_' 4-CS - _ CS (SEIM As MR SPOCS) ' � 0 -CROWN OF ROOTBALL TO BE r*m O ,� --� 13 SD 10- CS I i �m 2' ABOVE FINISHED GRADE � n N - - F_)<BTINcs'NATIVE 5-sry I 2- MOUND FOR WATER BASIN SEED AREAS i - ` I 2 1/2- BARK MULCH DSSTUisD[D BY 4O" (_S,4 k, \ • 3-HD \ I CONS TREE DRIPLINE FINISH GRADE WITH � —BACKFILL SOIL MIXTURE 5100 r' ��- SlRD AREAS DIST r, 1-6'MIN. WITH FERTILIZER / 4C� 4-8J �r! - T �1)` �_ qT/0 00 \ dY C4NSTIOXTION Landscape EXISTING SUBGRADE /� 1 J/4"ad. - �- N f TTW s®MD(ll-4TH \00 I Plan 2 to 2 1/2 XROOTBALL v \ - - EXISTING ` \ PSS ` 77�/_V/v _ s� ARMs M1StAtM E I TING NATIVE j'` TREE I)RIF'I_INE ~/, ell C'-f>FLiTR11CTI,pF711STH DECIDUOUS DETAIL TREE PLANTING DETAIL - - ��' NATZvEsmsNux \ 'JOT TC oCALE �., \ r - BASE- I \a4N AirG,TJGI'11r--_ �; EXISTxN �!EC.xETATION T EMAIN -� _-_a EVAT►oN UNE ° cR£gN sF 5G I" = 30 "' '-� NO CONSTRUCTION WITHIN RIPAR AN SE .' 1 '—� Durham PLM2001.00297 1 of 6 I n ? 6 7 6 1 , �����►�I�►����� ►��I��II������� ►I����Ii���lll� �1�����1������� ll�����l���l�l�llll��l�i�l��l�� l�l��lllil.I I� ��►i���Ii��I�I��I������hl►VIII �!�►ISI I� t I ��I�III IiII�II II�I��� �����II � �I��I ��III�I i�I��I�I����II, ����� � ������ ;�����►I�� �nu�n��nnllTfr�rTffM �ulllnunlnu uuuuuL��ur+6 n�nudl9�nulnl�h�ilniunhTTi�uuI1l��rnlh �unlrl��nn6�i�m+Il �tmllTfi�rulll r all n I I I�uulliilu4lufiluul �wdr�i�rutlliu�nn!r1Ti�nohuuhTlr�blTl!„rd!}�i�nnlil �unh �unlii�mdli�nnll �lutlr �uulr�il�nuhnihu�n'dllz�uuhi �nldri��nultS \ \ K.FrNOTES \ \ A ENAMELED METAL SIGN ON 1-1/2' DIAM GALV POST EMBEDDED IN W DIAM x 2' DEEP FTG. SET TOP OF $IGN AT 5' ABOVE \•\ \ \ GRADE. SIGN TO CARRY STD OREGON HANDICAP \• PARKING MESSAGE AND COLORS o'WW PROTECTIVE 49 �� •\ \ ' CONSTRUCTION FENCE AT DRIP LINE OF TREES \. \ \` ` �� FLETCHER FARM AYOTTE,P-C. II LNE ` '`. `• 704 G.W. 71MD Av>DAITd i sUtiTB 200 FCNt71AM. OaSCM 97204-34.7 USA. m v \\ \ \ PHONC:(IW�WWRAAaYiDi.COId FAX(503)222-1701 Z2t-1701 O I 8 4' _— Al 1'-1' \ �� \ ora I rrrrw wwM I rra orMe ora semi EXISTING BUILD: . ..IG ------------- ------- - ---- - --- \ I I I ' BUMPER cRNANG TYP ` �►� (, e- 3'1 I I I I 1 + I \• \ Oi'F --- \ I Oil I I I I I A, I I I CS 143.61 1 TYPCp�,�RETE WNEELSTOP J I A i( i ,61 l i 311 TYP ; \\ 9'x16'6"HANDICAP l - A� SPACE TYP 1 I I ' _ 1 I •\ C�A"J METER i ' '-b' AISLE TYP — i I AA 1 PANT HANDS ; ; I I •\ JA,t i -A-4 x4' HANDICAP ®� SYMBOL PANTED ON PAVM IRRIGATION ' I I MONI La1GPL.. .-.IISI • V v�j��-' CONTROLLER — 24 24' I I I /• \ 1 /� (0 1 I I r0 \\ 9 1 4'HIGH PROTECTIVE //�� , N � I6 1i I 9'AISLE — i I I CONSTRUCTION FENCE T Rf-iN SF ORM E R \ 83 -- - --- IT- --- --- -- - T T- ; PANTED aIDEWALK , AT DRIP LINE OF TREES - — - — - - — - - --- - - I 06143,61 1 9'x16'6' i i i AND TRAFFIC 4'WIDE OUTSIDE OF PROPERTY I I [� VAN PARKMG / LINE -1 IL xxISTMG 6ECUOIA TREES AND BASE ELEVATIONS I IK�HL� 5 RITZ P \ 3' R TYP / _ 0151 0 0 151 0 0150 0 14 c' 0 148 < I j o 0 4� (u 1 1 BRICKPAr11N�OR STAMPED CONCRETE 3'BUMPER OVERHANG TYPIp 'L_�.} 1 •r 1 i1 - —- - - - ---' - ---- T— - -'- ��-'¢CNC.PAVMG i ----- -- - - -- --- ----------- ---•-------------- r' -I -----�-------��--------------�------------------------_--- -------- - PANTED 3 i ASPHALT GROMI ALK _ �� 5• , AT r I — ' I �i 1 I I I TYPK.e4L / S / 1 1 1 I 52 EMS a�ww ora ora e.aar ora ora eraww ora era werror WWI Ara ora ora ora ora orrw wore ora motor 4 PEI mm,ora ora Ara 1 4'91D � / / 1 / 1 TRASH T I PANT 'COMPACT' I I I '^ I C 14214 I I M 12'WW LETTERb '� ' 1 - -- I - _. p T 1 � , N I10N NAVA - -- - - - I - -- - - I - -- - -- - ---+- - ' a�0��a ~ — Da00a�a O « 1 I �-- i , --�- - - - - , 1 - TC 144. b I ora Ara ora Ara ora ora onrw Ara ora ora ora Ara ora rows TG 1 b I � I I ora ora ora o.rrr I 1�2'_®� I 00 00 I I I - I --- }---- -- ------- TT- --- 1 -- ----� I I I TYP _ 61, T' P ---------------- _ L- ------------------------------'----- I � . , 3 , � C 1 ' F IS www rotor rrlrw elra Ara rotor erlrw ora www era errs wR I ora carer •uer ora ora f ora 1 I I , II I 1 I I I• _ Southwest Center 1 1 i � ip I 3 BUMPER OVERHAN�y''r1'P Office Building F ora wrre► -T-O--OL JOINTS 1'-0' O.C. TYP. - IiiII iii,I I�;I i�;I S• - k 75 ( TURNING!----------wworarrorr rTG 310 -------------------------L------------- ---------------------- -- j - -- --- ------------ - 4'. • lIl L ' 'ILTG 142.16 TG 66 _ J ll IF Acmes A7 T4' p p p 0 G www www I rower www www .. w roawora oraorora a Issued for shell permit only - orrw Ara error Ara ardor I Ara Ara steer Ara Ara ora Ara ora ora carr ora rows ora , '/ i1 I `� Issued for construction BIDE FIRE TRUCIC TURNMG RADIUS I-LIQ BQ y ACK f \` -' n VIA26 At A_1' -2' l'-#' 2C VACZ$AT I - � a1r.EWALK eawnr www rotor Ara ora www ora www a row ora ora ora ora ora ora ora wow ora o!e° I ••• n Ir e A 9'-A' f iDb 3 R RH I I PROJECT NUMBER: 00-39-99 -- ---------- --------- -------------------------------------------- _ ------- ------------� I L--- - ---- ------ ---- --- -- - ---- ------- --- ---- ----------� I L---------------------------------------------------------- -------------------/ j I 1 -- �\ __ — DATE: 9/17/99 - _ O T- RIPARIAN SE1BA \ - _ _-_ �. — DRAWN: FONDA F ` 50 APPROVED: PLOT DATE: 3/1/01 ---- ---- ---_ \'� - \ WATER QUALITY POND 1 REVISIONS: _ --------- --------- _ �, - ' --,/__ \�\`� ; —/ proposalto accT 1parking ova co 501 1-26 - Br4CZ CNK I --�. E� ONFt o ��45 I I LIN --- -____ Esq Ti o° I - I I - -------- t11 A �,A'lliitectura Site Plan A 00 SAL : 1 0 --- \�- _ x. .., oo4c....:-.� .,-•:, � a.' - •.,,. - - ,, .. , -. ..-v...� ... .. „. x-'aro+:•.' .•�rssvai,: •. . ,,,::. .dc .... r.-...,..g4e+..,w 'n. :w• ....5<:r,:•- : ,er:7p�,•S�xaUY'%4{.,. .,. ..., .r.. .,kLY#:- :m'.ra. "^ia °r:Y-: '�r y _ ------ _-- --,---- -- -f--•--- - ' "- --. --- - -"'A'•• .. P -^.'-•'— ._ T._- - -- , '4 t ... -. ...., - -.. .. .. ...- _ • I V 7 5 C 7 q 6 . Ilifllllllllllillllllllllll!lil IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIII�IIIIIIIIIIIIIIIIIIIIIII Illillllllll II Ililllllllllllllllll I I _ IIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIillllll IIIIIIillllllll IIIIIII�IIIIIIIIIIIIIIillllllll IIIIIII�II F FA, In. .I unll I IllMlll 1111111 II 111111 I uulun nn6 r nuL n until r du 1 anti 1 lull) 1 lnlln 1 anti n all 1 1 nnh n nnliR� b 1 ur�j11111 n 1 r r uu111itU1111��uob�lur�lunh�illnl6�lun11ri1r�b��tnrlA��InrhTfl�Inrlr�ilunl�illmbTfilinulrTllluu11T1�lwhfllmllwill�l�lnlh��mdlt��uulli�luull5 ., .._ ,.. w ... •. .. .. ., ... .... w.. ._._ -Y - �.• • s'.e.,wn,, ;fa►iMein•iw.+wn..c.+L.:L, v.•.-.,,.. :..:,wrc:-.. .a.•uw.::rn..•..J....tea.: � » w i gun°•al• STCAH MAN w Eula#"I IE JUT 136.66 N P9A 17911 IE W 14033 K IE IN 13,52 S- '.JM AUT a 1111 IaO.'•4 WOO&W IE art 113 42 E. �, / T.2.W. M la.• r u 1N +7012•. \ LHISELL0 a TOP CURt1• WES1 ENG bPou LA OSCP.PE AREA [OUT 147 5 E CURx ,Y17/ ,„ IE rx/T 176 76 N ,6- nr\' = 140 36' IN 130 W. NEW TOPS(& aau 3011 c W 13r.µN. slow SEE 517E PLAN -- j r wr 1 w.0 $Ej•(HIAfIpN -s\-1 . rllf STE DIME7d" a 130.5!1= - - _ -_--�._ -.. .._. w rWGlj AND FLOOR PLAN TOOLED SFE SITE PLAN / 9 our 130.!4 E ----e- _ Otl-r - N,r' \ -- \ - - '7 SLOPE 2>< MAX. LI'iiGE i, 1 JI�.I.A •C',7 1 S 1.:) ,,V i - ,.,Is --7---'�K t• .1•,, , 1 N.i•4 .,,' ,.. ,.f.e t. 14: ' 7>)G 1 -, .?A1 .r - YF JR WWI" 14�.. a * -!/ •y,,,r REMOVE • . REPLALIE ENWT 0AI4_. - nV ALK. Q T ' r7w n LLU .o oaoo •o"� o� np rog 4• 1 1/2' A.C. LIFT .k - I % rouersrcs /' LIIATLRI EILISTNLii CITY OCTAL f14, THIS T. �. - - PER CITY OF•1wM 5TAN411 "m`0 �°• I ,/2" A•C. LFI - ♦1 1�r AC��T •6'e` ��� r-rn e. ,,' (*AMC) 1:,•.. «; 1.: It'"43 n Ir a0 IC r' ,wu r. ,3014 rc 7CF( IQ /{y��{/����� 9# it a r'x wt -- I II2' A.0 LIFT ' ri :wa1 ,4,N 1«0!r. ,. 1a I11 C/ •«. ,• • 1«. 1..,:x a, •Ur {T J1: ' »A tc IAd7 a _ / • • ,i, a. � `i .i 12' �'! ;.p y;•.c er+°r sa t5- -t `-� -�.N IT �-Y'• _'•• .r �• s.o 16' a Iw.a1 , 4 OF 3 4 -0 CRILIS CO ": - - „Q FLETCHER FARR CLG�1 - w c AYUTTE,P.C. ROCK LMENDE� BOL --- __ -- - _.-fua• Y -'-f'�_ _1l6__�f� r�'' r, , � ARCHiI'13C7VRD !'LAIi1QTNO 1NTB>RIORS �AMENOED SOL C0IOIIT � - Bei'' � '•'• - «.. - - �i«at _ �I_ __- = �y' 70! S. F. ITraAD AVSNUB / 6AJ[E E 200 Cp1PACTED Si18GTtADE _ _ r - - FDC --- ___-__ _ -�- e31' �i 1.. :,� ! J 97204-2A17 U.>i.A. ,I• r= J 6/e'po�roo � r f t , ` a1/r• , , ,i 1� J MOt71.AND, ORHOCAd �� W w •;w.+ M 1 Pi, 1 r '• 1 i 4 F� hl; , ti►F-j/ �.Il+,ti lily trj,i�/ 'l rENw. Nr PHONB:(300)222-1601 FI(503)222-1701 ' WWWYPADBiL']N.COM NOTES: F ` F HIGH EX1R110E11 CONCRETE CURB SET N EPDXY. FROM JOINTS AT r' o YAXYU ON C 1.) ,[>• ' , « "' GUSH ALL EXISTING BUIYDINGS AND PR0111DE NEATLY TOOLED OON1ROl. 0'-0' ENTER II. H FLANGE HOLTTOP FIRE HYDRANT��" T e til - . -- � 1�. , JOINTS AT 6'-0' ON CENTER 2NGRT . ELE:. - 154.83 -- -� � '-te'.�+� ri 4� .� , �' All wr ,.` �' '�,� -COMISSION SEPTIC T K & DRAINRELD 1 SIDEWALK SECTION 2 CURB SECTION o Ac -b1- -1 N.T.S. i I %OP ENCROAC kT 9,�5TEIrIL PER O.A.R. 340-/ 188 �.� 9 �.� CI-2.dap N.LS 'f� l ,E u 1 1A.. ! ! WQEFUNE N1. HME14T r• 11 ' '1i` �a! 4 ° RIM ` 1 ,' . h • ... I ,:.,, , 'M a. •111 �n1 :F..1 nl.,;6rLN1: , , . ,M.1• 1 11 � 1 �• ! 141 1, It- ASPHALT ASPHALT CONCRETE • . ; �/ , \ • ; , r PAVEMENT �a MEN MASS /� 1 I .iN' 1•.. '•1 • 1111, „ •1 ON tC • e�J V Ill. / I •, 1 `.J ' '' ' , b 1 1. ��l\ PLACED I N TTOOO 11 1/- LIFTS / All .•,;/,.,J; 1 >..• ,,,, �1\ / H. 144. J� . uuv1. P 1 ��'( \\, , "�11 / ' • .,•• I `•� _ ♦ I 1 11\ \\ 111.11 I � ' �, \ 1 1,111 \1\ •\ \1� \ SP 7 �•Q �-Q I I 1\ ". _ 1 \,, 111 y� EXISTING BUILDINGRN PROPOSED �r.'\H.P. � � •' M... � ♦ • I1 N - -- �. UIL.DING TV. ---_ ,3,a.D 0 --- 11 M 1390 138.5 ,` 11 �',1 ', ,� ,, ,� t+4• + VLMK ConsUItirlg Engineers NOTE: DEPTH ARE 1 -1 1 COMPACTED THICKNESS ENCROACHMENT FF 44.60 1 4► i` a i• t ��, �?��\ TREES, ROCK WAu. CUR � � - ,' 3933 S.W. KELLY AVENUE - -- BC t3 . • * ' 1 >��� ,1x0 PORTLAND, OREGON 97201 1� SCARIFY SUIMADE A MINIMUM DEPTH OF 12' 44 o ° 5 1 T" CONCN>lE7E ASPHALT, TRASH E RE t te. r \ e ; w i9%x/ , r ; `1;\ ` AND UNFORMLY KDO 5X TYPE I PORTLAND Ad a \ �� `, \ \, (503) 222-4453 FAX 248-9263 0' CEMENT. THE SOIL,/CEIENT �J?D 2M THETI -- - RIM 142.2�� ` , i \ r C81O _ • 1 RI -137. ♦ / �/ / \, 6E COMPACTED TO 95X OF THE BLDDIL MAO" N�, O7M DESO"TION OIteiEDE]3ITY DETERMINED BY(STAANDMID FIFE 7URE CONN7ENT CRt1SHaL ROCK OF THE BLEND !HALL BE WITHIN -1 TO +2 PERCENT 1 A ✓ H.P. ? r N 1 , a !\ Of ITS OPirILRI AT `CIE T11>E IT E COIlAC1ED. � - � tN . ' '•1•. 1 . .REED INLET 0 111 \ \ 3 PAVEMENT SEC-ION 4 BUILDING SLAB SECTION �.�- 1 C,-&dlq N.T.S. Z.� C1-" N.T.S. 143.4 t a43 2 .1 111 '21 ' 144.48 , J X11 do It , I : � 111 ,/ •\ .• I 2 1•r � -�' ,TIT • ,/a `� .!•. /,„�� ,� ,y ,111 1, 1711 ''� 'i flit/ •�11 3H•W UDE_XAM, -.i:11 411 IJ�11 `tl llt,l' r' ,7y' Rr11 1 lt>P OF MOND ��� j' 111111' I,a• 1 r' 144. /y.�p.� ,' / - _E1 130.2 ' 1 taM 1 y� �-=• - � 11o.ra't�.:•''•,,, '„'^!t ' i i r / , 1��.«'Ti 1=•o���I1w��r� � S ? ' `'114 �, 711, �!�iii%'� �i•' ' /' ,' '1 - ---- .:i��o'o'•M"-/ . �� �'' � 11ii111j IIID IW "•',\�,��- .�'/.:r 14 Q / pgp71UIIU'RU1x9xa1•••vxHi• i' 11 1 t I 1x7.1•, 1' \\♦ .�i ✓ ^ � ��� I I /' ' an_ � swap �K� •111: I!r • 1 ASPHALT 2 ., a ,, w' / / ;. .;%`;'• 1r �►�■,Ni d�� w,yf s•� ,SO' RIPARIANiyj, PAVING -LANDSCAPE 1u7��14; b TC 147.8 7 Y•. t� 1''r' ',(.�� / �i� %� � SETBACK r, T 1 /, ,r. �I r ,' 4 ` _ �' / R.0ODWAY ^1=17r•KMM \ _- 2 \, y1.7. . •, .•, P , .:•• �. ',70.11. /� 15.• u. 1 t-y- \ .' r r' ,ry (� /-` ,/;• ` 1111/ / �/p , M 143. +�._.=✓y, 2 , •r . ..' ' _ _ 1�1LAM0� s. .�. . _ - •; , ,yl,,,,�1 .1 IS' CURB TYP. ;:r. \ r ' �, '' . . fI' ' �, 0�,.�1 • k 1�,1 G. • I l'I '.,� 1iJ,�1 /'///'� SEE DETAIL 2/C1.01 \ 144. 1 �° '� - a '•. s. " .f . `� 44. 1 ,S ,' / ',. I,:.a //,(,t. 116 VI '' ' • ^ . 4� ti /'.Kb' 'MW .♦.� _ ,-. \ 1 r I 1 _ '�' 1►,' /' / � 00' 1MK /!.• ''/� t �•t7,a• .r•i♦1-4h r.f6t ,.1/�-'�,r•'.; ,. ' •I ,S�� •r,,• r sJ' :�"�•���`'r�Tyy• 11,'Ir!,�,'�;�' 3 C132to 1 l ' 1' A IL.1 ! A ;� .rr,,r�;fi1�' :i.'!•. / n �-LANDSCAPE 1 - \ /,� ' , /• ,✓. 100 YEAR ('\ . u1:. , , a1: 4, ,Nuri 1:• :. /' _s --t _ +t 5 SLOT DRAINPLAN `�> y�• ••• --- _ _,�_ ;,, - c= N.T.S. ' 1 I '.• -- -- 1+�1 1 - ' •f" r 1 1ltaril�I woo , C 1 / ' ••'a _ - rtili .r 111 � '•!. nlrw�y .i O �'.' ---~-"i� • L, •1G't !•. , ; � .,,'! 5 SOUTHWEST IK f'., f, �, ,. •.. ��- I 1rfP7N R4 yyr,, CENTER • GNYE_aYO•A[lOC. ;a . ' ' 1NoLew 4y4,,/i/, /,a '11a I 1 THE LOI AT14N OF THE SEPTIC TANK AND -)PAIN FIELD IS PEP THE OCCUPANT EXISTING DRIVEWAY - LErENQ� ' " 1 ''ula''M�'i4 "if ,, ` OF NHL PREMISES. MATCH WIDTH &_GRADE •'�'� + y,,q,' ;•r !'M, I I d. IME LOCATICN OF THE UNDER(' UTILITIES SHOWN MEREUN ARL PER FIELD RIPARIAN KIIIIAM 1� M tx i,'� fig4i/ MARKING 5Y THF UTILITY LOC r :R, A_4;-RUII.T MAPS StJFPIIFD BY THF uouuouaunoonuouu•••••x••r ••/ I %i, yiyy��f 'i/'� / I CITY .IF TI(I AND NORrMWE.'' /IL GAS. R W LINE 1 1 4x1t�111 1 r 1 1 fLAODWAY SOU DARY Y t. /n,,/ ,//, /4/; / • Iw w ' "1''M4tii''f/r' :'''%Nf ] THE BirSE FLOC+D ELEVATION LINE SHOWN HEREON IS PER FIRM NOTE /f/1U/,T•aL�NE (1/YA�TyH�a�EAt11QENT 0 "'/'i, 'y,/'' •q' COMMUNITY'-PANrI NUMBCR 410778 30105 D. SEC NOTE 4 1MN111i/V1M. rfa\Yr ,, %'/9,r 1�,•h /NN�'l ,e .Ip'Wr) 1.Itil.h, VARIES / % I1 ICME°E•FIIENT SEE NOTE 3 I/ '.• SEE „ ;'�-;,';'% „%,;� GRADING PLAN ,l - +� /Ir' Survey Legend: I NOTE 3 I u a ,,,,la ,,�;,� 5 MIN 2% SEE NOTE 2 27. I SIDEWALK '3 r�"%r I TREES CU - CLEAN OUT td �, 40 0 40 BD ,20 DU - DECIDUOUS -D- = S10FM DRAIN ��fED 14QF�f ry °1,2, 0 C'L` GEC�AR 54N MH = SANITARY MANHOLE �.S MpIIV fid, 6" �(� I I I e SO Itz= PINE SEQUOIA -'- _ SANITARY SFWFR /I 546 �9 WV = WATER LINE �W � L ' I I 1Z M MAPLE INV = WATER VALVE 6 30; MAX - - 6' ads 0 a OAK vyM WATCR MFTCR ~~~-------- 10 MIN 0 DF = DOUGLAS FIR FH - FIRE HYDRANT 91 w e Al, - ALbFR AS AUTO SPRINKLEN t PLAN ® AP APPLE PLP = POWER POLE WITH LIG 1T 00� j e��40 GRADING NOTES SITE GRADING LEGEND SITEOA 0 CW = COITONWOOD GV = GAS VALVF rd FR FRUIT -G GAS LINE _ ar WI - WILLOW TQM = GAS METER �,�/o fit•s/ 'q 1. ALL GRADES SHOWN ARE FINISH GRADES. FILL TO 1-FT BELOW GRADES SHOWN. tu__ ---' EXISTING CONTWR LINE tlEtr. 6 HY = HOLLY -T- TELEPHONE LINE 3/4" I 2. SIDEWALK CROSS--SLOPE IS 0.10-FT FOR 5-FT WIDE WALKS (2.0V. i16S�` 1 'TOUR UNE CATCH BARN IFF =-IRON N ROD cr I FOUND PROJf'cTNUMBER-' 99177 2% 3. ALL TOPSOIL REMOVED FROM THE SURFACE IN PREPARATION FOR GRADING AND CONSTRUCTION MANHOLE EM = ELECTRICAL. METEF - - �- ;ar r' IS TO BE STORED ON UA THE SITE AND PROTECTED FROM EROSION WHILE GRADING �� UTILITY POLE TF TRA.NSEORMER STREET DATF 3.1-01 ? OPERATIONS ARE UNDERWAY; AND SUCH S1DRAGE MAY NOT BE LOCATED WHERE IT WOULD CAUSE �°� EXISTING SPOT ELEVATION AK FIRE HYDRANT TC - TOP CURB - 6" � SUFFICATION OF ROOT SYSTEMS OF TREES INTENDED TO BE PRESERVED; AND AFTER COMPI ETION t ® METER : SPOT/ELEVATION DRAW BMD OF SUCH GRADING, THE TOPSOIL IS TO BE RESTORED TO EXPOSED CUT AND FILL EMBANKMENTS PROVIDESTAKE.��A� SPECS, V UTILITY VAULT CONC. - CONCRF-TF --- - (3 OF AGGREGATE OR BUILDING PADS TO PROVIDE A SUITABLE BASE FOR SEEDING AND PLANTING. /; SECTION_ A- A (3/'4"-0") COMPACTED W _ LIGHT PLLE - - TRAN9FOfifIER AND PAD WEiL1�NU NAG B'r 01HEHS APPROVED: rJB 6" X 6" 10 GA MESH EL BENCH ° WLT = _ - B. M. IlENW M.UtK ® VALVE BOX COVER TW = TOP WALL T9 - TOP BANk PLOT DATE: 3-1-0I T. 0. C. TOP OF CJRB •+- LIGHT POLE SEE NOTE NO. 4 , KEYNOTES B. 0. C. 90TTOM r1F CURB - ©ASC FLOOD FITVATION -� M. H. MANHOLE .1. WALL MOUNTED LIGHT TE _ TRASH ENCLOSURE REVISIONS: 1 WATER QUALITY SEED MIX. CONTAINS 20% CREEPING RED FESCUE AND 808 ELKA PERENNIAL RYEGRASS c B. CATCH BASIN •C DRE DEPARTMENT CONNECTION GI - DUCTAL IRON NOTES: O - 30' PEDESTRIAN PATH CI A CAST IRON 3/101 � SEED AT 5 LBS/1000 SQ. FT. - 50, RPARAN SE70ACK BO = BLOWOFF 0 PARKING LOT REVISION 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. FROM /TOP 9AW/WE7LAND F3FV = BL ITTEPFLY VALVE 1 O CURBASPHEACH SIDE (10-LT SLOT TO FACE CURBS)LANDSCAPE MEDIAN . SEE DETAID CURB TMS%�0 DED -_ 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. x X FENCE CONTOUR INTERVAL, 1' 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED --- MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. SURVEY INFORMATION FROM TOPOGRAPHIC-SURVEY PROVIDED BY: WEGDLE S. ASSOCIATES DATE[) 6-99 (NE 1/4, NW 1/4, SEC. 13, T.25., R.1 W., W.M. GRADING CITY OF TI(I WASHINGTON COLINTY, OREGON) w VLMK PLOT :43.2 PLAN Al 11N P. 0170N4 111-- 1!/'2/99 1.3:427.3 ARM r4wa019elARll�f► STANDARD 12 27 99 16:.7.34 HAT 1r3•ata Nall ala Dom. N0. 1/14 2000 11:44.51 HAT 1, 1 11/ 000 15:7.34 HAT 2000 8:50.13 AS AOO" W4"7t I DRIVEWAY � 42 2�4� 6 52000 12:9.43 BMD CITY OF TIGARD " (1111?of 2/ �pM 7/2000 .16 BMD o„E,o„ MrwlEa►Mi 2/9/2000 8:57.31 BMD - ---- --- 2/10/2000 10:31.11 BMD 2/22/2000 11:41.12 TC c 10• 2/24/2000 9:2.7 ARM 7632 SW Durham Rd. 9/18/2000 15:37.18 BMD PLM2001-CO297 9/20/2000 13:41.28 KAN 3 of d 99177cl.dwg 2/28/2001 11:11.22 811 1 I • IIIIf�IIIIIIIII IIIIIIIIIII!III Illlillllllllll I��II�II�II�I�I IIIII�IIIII�II�II��IIIII��II�I� �I�II��IIII� ��� ��I����I���I��� ������� � � � � � I ILII I ��� II IIIIIIIIIIIIIII ILII IIIIIIIIII IIIIIIII VIII IIIIIIIIIIIIIII VIII IIIIIIIII IIIIII�II II III II Iltlltl II�IIyII fIrI111111IuHI11111nIJI111111NnIII�nIJI�IIIuJI IN111119111UNh1111)r11111111I1 ill I11INNL1111111111t111nNh111l1ulhlltlnnl11111Nuh InlJl II 11101 l lilt NIMI1'ilitulil! IIIIIt1NI1111I►NJA I;INIJIIIIIu11111111uu6l l�ll�lnllllllllNUII Innlllllllln611,lnublllln11h1111u11111111unh1111NI1h1 117An�111111 IINILt IIIIlII111111NJtlsii II .•„ r; I CURS ow E OUT ISSN N. INY 13{.M ••• y+,r� p E w tis 62 S. T.B.4. i.lRir {T _ K W ,E0,3 N. \ „R,.NM E Ov, 133.42 L CURB PAST M our 140.2.{. SEISES SdEADl]R E w 131119 a CHISELED N TOP CURB, WEST END BRiVE. •FFAw TCN E)OSiMMG QPADE E w ,.711 ■. 1bA�: E OU. 1,7 13 E GIU•alT M E OUT 13/.1{K , ELEV ,• 140.36' E rl 13•.N \ CUM•atT IJ O E N 13•'1 k -� / /11 E M 160>o W E OUT 13111.{[- l {dap1U110N O ' -- o ./l RMANHOL{.2 / w 0,90 40 000 CONCRETE ovr�kjo 00 0 000 0000 c __ -- - a- _°--- -a-_ -c _ _ -c -=- �- ° -- ° - a- _u - •laooc - �_= 0 04)8 9 0010 00 r DRMI HOCK o 1�'// ��TDLAMLI-A' ROAD p0v0�00D0 p p J 0 0p0 tr PELF. PPE s� _� -MNx- 0001 - --- --- - ------ -' `c Wall POO'1400 0 on ur 0 (SilT PERFORAII(Ml: AT TOP) �� - - - - --- -- - f - FLETCHER FARR AYUTTE,P.C. �p -- - 0 0a ATic�Err7-.l'7ilil8 PEANNDiO urrF.juons 706 S.W. THISILD AVHNUE / SU1TZ 290 ° ��/�� i M '--1✓ ! PCR77.AND, OREOOW 97204-24.7 U.S.A. J -- ��/ •/r AV C M F<'IAGn�r ENCFCACHMEN _ PHONE:(503)222-l"1 FAX:(303)222-1701 (� 'c (` ~�3 -�-• ° ° « / F $0K EASEMENT WWMFFADd{IOII.CO�I 11PERMIEALU FAM / \\ \IE 140.87 --- T B.M "0 r IK - E NORTH FLANGE BOLT, TOP FIRE HYDRANT -�"-` 142.0 1 EXFILTRATION TRENCH DETAILOEM ELEV. • 154.0' > T \r.o s •O ^� 140. `Ti,rn AL SL.AERLIKE PENCROA;, v' `lam i • ` \ 0 � / % Eh j IE 1 , \ , 1 ` \\ GRAVE KAWCON11 / �.� 1 `�Ll_ IIC 140.46 \ a ww SIR IE 142.0 0 \ E 136. i C.Q. 1 \ 14F6 CCr CAST NtnN C�AER 'A\ \� \ 'N 'J6' I E 137.84 EXISTING ,.ROUND 7 `� • 9' / ,� \ ` \ - _ EXISTING BUILDING \ A D \' - 3..E•. -It -3 ROF�osED = \ .� CI • L i UILDING 6 1 >a4� E i3e6 ♦♦♦ ` `� \ . \ \ VLMK Consulting Engineers s' 144i 1 ENCRGACHMENT \ "'150 �. \\ 3933 S.W. KELLY AVENUE TREES. ROCK WALL. CURB ' � PAD M�� ASPHALT, TRASH ENCLOSURE \ �• e' J ��i32113 ,�� �� PORTLAND, OREGON 97201 CLASS Mm cokcltm .� A3i SPECIFE:O �• o J {EEcNA{.CIIL PLUS--- \ C.o. 8� 135.33 /` (503) 222-4453 FAX ?_48 9263 MIN X � • 12'11 135.18 17 1 r 4� J' 15"IE 135.03 • ���/ ,� �, \\ RiM 1422!) / IE141.W La\ IE 140.28 15• STS % ♦ ` \ \ \ C�1T em FRMS ASPHALT o J � 5• 0.0�/ -� % %% ♦• \ \ 3-01.010 , \ l C 0 / OUT 133. jP AREA DRAT► (A.D.) - �►°'' 1431 \ /\ g' IE 13 /:/ ' E ,".s. 11•,ANI 1 7 IE 141.1 / \ � �';,,�'6 / BOT. POND 1?,5.0- � 'ST'S 5=0.1 t 5 /-\ � � EL. 134.0 0) ° s C.O. co PROTECnvE 1 Y • ,r,� A ALL CEfANOUT MATERNL To 1 : K SAME As GMR,ER PIPE. °� RANT ASSY. � � c o / c� 8' 8' OONS'fRIX.`i10N f • ETAIL. 8/104.01 � � tr/ IE \ /,/ CBO ''( OUTFALL •AD �0 1 1 30,WIDE Ui �` C.O. i� • .28 _139..36 OF 2 0 ,� , ` W'10- a nu rw - r c1>rKRETE ca 8 STs p�TFIE I ALL - 1` (E 1 \ \ C 0_ / RIM 1'� Ig 3' I 1? 0 _r 1083 t IE 135.56 OUTF �AD END) _ �' w '" Allt DRA ' I M[CHANICAL PLUG \ RIM 1 C.� / ,rI r�,r r r r r rr r r 14 IE 1 /1NYE 1]7.66 IE 137.05 -SEE DE,Tiw, ?/C4.01. T� \� 1rE 137.56 `SAN IE 131.21 BASE FL0'10 ' IE OUT'12.'3.0 I II • .t;'. :�. . \ 6 // r• • / ELEVATION UNE �' f 6'S 1. ) 078 // .',� F;L ---!► >b /" 136.42 \� ,000• r��� r / r 8W / f / E 1 Kmmm � �� V"�� - �A ��� •1 � , Imo' DAYLIGHT PERF. PIPE -TO � FLOODWAY RCDON.G ,- ._ 6 �; 4' / •• C O. b" PERF. PIPE (S-0.00$) BOtMOARY CLEAR 1i / 6 ° ., Bk711ND AfTAININtYWALL 6 El / 7� TYP. 1�iLANOSto , 2 SANITARY CLEANOUT CLEANOUT -'/ �� ' i' �/• 2.10 ( Am\"'7 CLEANOUT.dw9 N. .S. /�I.-, •~/ t3ATIt oRAa•a w. 1081 / �� rH " 4/ MAY 1992 1 �I 1j" I CONN:" !/P.W'4• - • I rul mme,APS#DW2.DWG IE 1.7 �� 10 --� ;.TO EXTG 11H-PI 1t DETAIL a/C4.01 'E 141.5 • FLOOD PLAIIN RETAINING WALL U.S.A.]STANDARDS _ r (TYPICAL) i SEE DETAIL 3. THIS SH - � --- --- -+'� CITY OF TfIGARD GENERAL -NOTE S - ,� �aw w , ,---- �` '••�"�- CGndlLonally Approved .........................[ J: 'r r_ �} r work as described In: PrlOTE1r11VE , - ---_ = �• I i'�. --_-��- / F only INO, y/MLZ�aJ= 1- _ 1. SUB-CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, SURVEYING, PERSONNEL. - - - �../ L� CtI>i1STRLICTION ,/ ♦ � ____- •tri ����� •�•••- "i••• PERMIT NO_ C T TRAFFIC SAFETY CONTROL AND AS-BUILTS FOR ALL PHASES OF CONSTRUCTIMI. FETNCNO woo ,r �� _.+�r I " Ceo Letter to. Follow.. ............................1 1: 2. SUB-CONTRAl'TOR SHALL VERIFY EXISTING AND PROPOSED UTILITY LOCATIONS, LENGTHS, �" r- ELEVATIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. � �� r � ��'"" Allech....................... Job Address: %'V .Z •w ........ � .�' n 3. SUB-CGNTRAI:TOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DETERMINATION OF UTILITY /, �+ �� � I e) r Gate•-1 � " SOUTHWEST CONFLICTS. '', -� I SOU 4. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA ��� CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. : "°N� I` CENTER Assm REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE r.l.E'='• / / vl I Notes: TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. l Fri ' 1 I Q 1. THE LOCATION OF THE SEPTIC TANK ANO DRAIN FIELD IS PER THE CCCUPrNT 5. CONTRACTOR SHALL COORDINATE PUBLIC IMPROVEMENTS AND INSPECTIONS WITH CF THE PREMISES WASHINGTON COUNTY. 1� O ti ! NPA�M SACK � / 2. Tri° 'O MARKINGS BY OF THE UNEECATE CENTER,U UTILITIES SHOWN HEFEON ARE PEP FIELD THE•••°n•n„.nu•un.unn•..........r 100 YEAR FLOOD PLAIN 8 / / / COF T1 ARD ANDTINORTHWESTENATURALC-BUILT MAF, i 1pPLIF% 6( THE 6. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE ==== = = FLOODNAY BOLM*Y CnITMI#E 3 THE BASE FLOOD CLEVATION LINE SHOWN HEREON 15 PER FIRM OREGON UTILITY NOTIFICATION CENTER. TH,)SF_ QIILFS ARE SET FORTH IN OAR952-001-0010 FUNK PATM EMT / I UY'A'OE SAN'AF^ COMMUNIT(-PANEL NUMBEP 410216 0005 B DoleTHROUGH OAR 952-001-0090. YOU MAY 08TAIM COPIES OF THESE RULES FROM TIE CENTER / b"SMO EAS`°"" I1ndl eTo PAIR 2{: BY CALLING (503) 232-•1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT / / IIS �. I Survey Legend: NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 246-0699. UTILITY PLAN 1• - �' CO - CLEAN OUT 7. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING 0 DUR- DECIDUOUS -0- - STORM DRAIN INSTALLED WITHIN 5' OF' THE OUTSIDE OF THE BUILDING ® CD CEDAR SAN MH SANITARY MANHOLE Es PRE! SHALL BE CAST IRON, DUCTILE IRON, SCHEDULE 40 ABS-D.W.V. / 0 40 I do 120 0 SO - SEQUOIA -S- = SANITARY SEWER ,%l6 fj OR SCHEDULE 40 PVC--C.W.V. / o P = PINE s'�,�►GUq / -W- • WATER LINE = WATER VALVE �'` Ilabi7 s 11. PRIVATE STORM AND SANITARY SEWER: PVC 3034 OR ADS N-12 � \ / � I I 1 e p = OAK LE WM = WATER METER (LISE SCHEO. 40 PVC 1ANERE COVER IS LESS THAN 15-). \ 9. ALL DOMESTIC WATER LIYF.S OUTS DE OF THE BUILDING G AL = DOUGLAS FIR AS = FIRE HYDRANT � AL = ALDER = AUTO SPRINKLER © AP = APPLE PLP = POWER POLE WITH LIGHT SHALL BE SCHEDULE 40 PVC SITE UTILITIES LEGEND _ ��UA _�L PARAMETERS FOR RETAINING WAIL SYSTEI:�=SIGN (EER RA ASSOCIATES): I& CW = COTTONWOOD GV = GAS VALVE o0 �L 0 FR = FRUIT --G- GAS LINE 10. ALL SIZES OF FIRE SERVICE DOMESTIC AND IRRIGATION LINES _•,,/"SAN-• NEW SANITARY � BEARING CAPACITY: 2,000 PSF (9 WL = WILLOW GM GAS METER AS WELL AS WATER METERS AND DETECTOR CHECKS SHALL BE BIDDER DESIGN. - - -- /-SAN- EXISTING SANITARY BASE FRICTION: 0.3 0 HY = HOLLY -T- = TELEPHONE LINE ■ CATCH I"'! (C.B.) -X- = FENCE LINE S l•S/ 11. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS --- -- N"STs- NEW 811oR►a SEWER LATERAL EARTH PRESSURE EQUIV. FLUID WT.: 35 PCF IRF = IRON ROC FOUND -- /•STS - EXISTING STORM SEWER MANHOLE (M.H.) = ELECTRICAL METER REQUIRED BY WATER DISTRICT STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED - -" EM EARTH AND CLEAR OF JOIN' ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE E- NEW EL.ECMCAL -f- U71UTY POLE .„- {.....1. .r.N,.e. TF = TRANSFORMER PROJECT NUMBER: 99177 COMPUTED ON THE BASIS L,- ALLOWABLE SOIL BEARING PRESSURE. E- EXISTING ELECTRICAL AK FIRE HYDRANT (F.H.) '"'•rabl" t2f. '•,""` ••"'""M""' 1°""••'"'""' TC = TOP CURB - - - wu.w.r 1e••ANW 0.11 = GUTTER W-- NEW WATER METER __ •iee r..r G = DATE: 3-1-01 12. UTILIT'I TRENCH EXCAVATION AND BACKFILL SHALL BE FcR DETAIL 9/C4.01 W-- EXIS1 0 WATER ® s.w }' SPOT ELEVATION - - ow- D(>MIR; WATER Q UTILITY VAULT VOL Imit : FW- FIRE WATER TRANSFORMER AND PM CONC. = CONCRETE L� LP >d LIGHT POLE UIUWN: BMD I. E. INVERT ELEVATION .� LIGHT PELF 0-.,� =.>w l- .aa.r. -,•,� a WILT a WETLAND STAG BY OTHERS - K E YN O TE S C. o. cLEAN OUT APPROVED: -- aJB M. H. MAN HOLE WALL MOUNTED LKIH7 n' TB TOP BANK ►.,,ly..r..,.r.1 Cr,rNt..N s.w 1 FIRE VAULT C. E. CATCA 8A8''I < FIRE DEPARTMENT CONNECTION (F O.C) -�/ �•""N'"' m BASE FLOOD ELEVATION wnN..r. •M.,w(IE•1 A'.My. Na pw..N Nw,..wa.n•.u....N PLOT DATE: 3-1-01 SITE WORK SUR-CONTRACTOR TO: ---- 30' PEDESTRIAN PAIN �. TE = TRASH ENCLOSURE �, VALVE .,,�A•'•"•1'+,�� Ferr �� c..1.aa,. nar. (••/I...I) DI = DUCTAL IRON T T IRON A. INSTALL FIRE SEIRVICE VAULT AND DOUBLE DETECTOR C,4ECK ASSEMBLY - SEE DETAIL 2/C4.01. -- - _-_ W RIPARIAN SE70ACK M BO = OLOWOFF REVISTO1tS�---S. COORDINATE FIRE SEF./ICE LINE SIZES WITH FIRE SPRINKLER DESIGNER. FROM TOP sAW/WMANF +�� "�•'►" - BF,/ - BUTTERFLY VALVE 3 1 01 C. PROVIDE SUMP PUMP I.E. GRUNDFOS MODEL BOSS 200), PROVIDE PIPING TO APPROVED x---;r FENCE. �� ►w11.•I". ,I.-.,..N..•• ►,M- PARKING LOT REVISION - ( ) hrnlq. ..►.rM. •r.Nl/ Ib. t•.0 N..1. DISCHARGE LOCATION. "i1i a.wr..,wna.e = 1 001411 A •,�• r•..r� CONTOUR INTERVAL D. PROVIDE (2) 1/2' DIAMETER CONDOMS FROM FIRE VAULT TO ELECTRICAL ROOM LOCATION. -`------ E. COORDINATE. WITH ELECTRICAL CONTRACTOR TO PROVIDE SERVICE TO SMP PUMP. 2' 2.85` 12' 2.85' F. PROVIDE TAMPER SWITCH IF REQUIRED BY LOCAL JURISDICTION. NOTE: y 0 1 1/2• DOMESTIC WATER METER -- SEE DETAIL 3/C4.01. EMERGENCY .- GlnsMf�Is■Ee 4M - - SURVEY INFGRMATION FROM TOFOGP,4FNIC SURVEY PROVICE[� BY: SPILLWAY PItEFABRICATED MODULAR (LOCKDIOCK) WEDDLE & ASSOCIATES DATED 6-99 Q DOUBLE CHECK AND 2' IRRIGATION METER - SEE DETAIL 4/C4.01 TOP OF BERM 6leosrsad,�ds GRAVITY WALL COMPONENTS (NE 1/4, NW 1;4. SEC. -3, T.25.. R 1W., W.M. "'•""" ' '_"" ' •' °' CITY OF TI D. WASHINGTnN COUNT T, OREGON i CONSTRUCT 6' GIA. PERF. PIPE SURROUNDED WITH Y• DRAIN ROCK. 3 W.S. = 139.20 ' ' "�' CONNECT PERFOhATED PIPE TO STORM DRAIN, EMERGENCY OVERFLOW ��-11 �� WITH APPROVED, ACCESSIBLE BACKWATER VALVE. W.S. = 138.70 \ '�+• RETAINING WALL SHALL BE BIDDER DESIGN AND CALCULATIONS SH.".11 BE SUBMITTED TO THE UTILITY MIIM!M11M 2.5' DEPTH FROM FINISHED GRADE OF DRAIN ROCK. _ -- ENGINEER OF RECORD FOR APPROVAL. PLAN t�5 OIL-WATER SEPARATOR - USE UTIUTY VAULT /25-SA OR APPROVED EQUAL POND DESIGN ' -' `~ .` BOTTOM SPILLWAY © CLEANOUT - SEE DETAIL 2 THIS SHEET. 25-`,rAR OVERFLOW _ _` W.S. 138.25 WALL DESIGN SHALL BE DESIGNED TO ACI CIUNT FOR A 2-FT TRAFFIC SURCHARGE ABOVE TROP OF WALL. 0 GAS SERVICE ' OUTLET STRUCTURE SEE PLAN FOR TOP OF WALL ELEVATIONS. VLMI,' PLOT DATES: LOCATION. W.S. = 137.25 ---- FILTER R' PEOF. PVC DRAINAGE PIPE SHALL BE TIGHTLINED BEHIND WALL (S=0.005) AND SHALL DAYLIGHT 1/14/2000 11:55.28 HAT 2/3/2000 9:30.1 AB 0 EXFlL7RATION TRENCH (12' PERF. PIPE W/ PERFORATIONS SET AT TOP) FABRIC 9" MIN. THICKNESS TO WETLANDS AS SHOWN ON PLAN. 2/4/2000 12:10.47 BMD SEE DETAIL 1, THIS SHEET. C�2001 ROCK PROTECTION 2%110/20('0000 810:43.598 BMDA2/24/2000 9:8.28 ARM 7632 SW urham Ra. 2 SPILLWAY DETAIL 3 RETAINING WALL 3/17/2000 000 15:38 9 TC BMD PLM2001.00297 20 dwq 2.� rib-�'� N' 'S' 9/20/2000 13:36.58 KAN 4 o 6 99177C2.dwg 2/28/2001 10:40.41 BMD - (1 6 C3 6 1 I I Ilillllllllllll IIIIIIIIIII!I!I IIIIIIIIIIIIII! ill!Illllllllililllllllllllllll,IIIIIIIIIIIIIII III!IIIIIIII ft. II IIIIIIIIIIIIIII IIIIIII VIII III I I )III I I I I III III II I II I.�Illillllllll Illllllllllllli VIII 11111111 III I )III I VIII IIIIIIIII I I!I 1111111 III I I III1;InTIlIn1 I1TIf111111111111n I Illlllilllll:rlrlllluub�lluulrlflllnlllllllurrhl�ll(IIIrIIIIrIIIIIiIIIIHhfllllnlhllllnrlh1111nIIbIIIIInII RIIRIIrIII{unlllllllnl u r I I IHIh111111Wt1UllullInUlllT111( IIUIII011'tudlllllurl6rrllr�lIII111nrI11111uIrIIIr111nrIII111uuISISII:nIII111IHalllllluulllllllHl6 R rluhlu rrlllllllu Ilrluhilllnllll�Ilnrll5 i _ _ _ _ IJ..N♦ IY• +Y A.•i Y r.-. u 1J,4' Hli le�.,- �� ,�,(t,w li•.I u 111.y)• IM1.I'. INN Y 1»/•• 1./!.4 i•i Y 1«,0 li w.,y ,V N y N1.ii y �FFA11 �y� - ��� 10• •rJwe `Iia 40, / IQ `r,p�"� , '.r7'11KT _ - 1•1M 1.670• ,� _ .r.- % o'f ,t M 'HSIDE EXISTING G GH - -IERor7 ',r: 3�€z k:eRi�. 7 +f_ t.'1T kaoml ATL - SEE Cl TY DETAIL KI 42, THIS SHEET. / +w.�x I.r of,/ --�+�1.. ,«.II rc tsuni,,H trmwtu::+YtABL1cc - __... � �1S� /` �! '''� _� , ,• �- 1 a , `f 1.. 6 +ya• ,.r +.•,]c' 1»m ,• .+ ,M ,«y c-r_ ,U.; .a 1.1 - r♦ _ 1.Ir ,717]a I]+ �✓y Y - rte ��yyqq, G Q '11240 , U11 Ir, may' - 1 N 1 tr- E IQ $ -��- �.. 1 • - ,� +..7.�_i»a .� �" �_�i.°s -� �.:f i < -=�=14 _Ip_r. �_ q pv4 .% yAL�' e/fMOrl'I�t00 .Ifaf FV 11 RQ 1.}t U11 Illrll v4 ii/t r �� .� \ '7� •I«.Y •// ",'�'��.' -MT- ' yt 'p;. �' ' _.�4 ,1,• ; /r,;i+ - yVf tA2.lh " FLMHER FM7\PYO ,P.C. - o Q]4 I 1 .1 1;-IF \+i1'fn,.• I AACM71CM-LLB FLANNiNC Llfr IOAS ,... ""' I /\ '* _ -�- �'; TOY S.W. '1r�tD AV13l,TlJE / sul•1•e Zoo / NORTH FL YGE BOLT, TOP F+PE HiDfLA1JT A»o �� 14a 54 c I i ' 1' '\'\ / PORl'AND. QRi00N 97204-2417 U.S.A RADIUS 2 5' . % ELEV. 154.85' { 1 - ---- 14.1 1 4 - {4C- , �� 1 71 + ' / Ffi[AdB:(307)222-libl FAX:(503)222-1701 A7V"N, // /•' RIAS 1Cal 44.0 AL r \ /1 , •� + (� 1 1 ` ,��1'1 \ MN'NFdADfi1[II'LCOM / \ S�,P ENC KT •13U 1 t ,tl, \ / CLEAN PI RUN OR �' Mw. �. .� �� � . � '� �1 �' ,L Y•-MANUS ORA1$EL wnN �' 7 / «o. ► / I 1 ; W CRLIHE\ A�HMCNT lu• ' i,`, 1 SU60RJ10E IIEIT w 144,0 r-� �.,r7• i40T '� uu+° ,uo71a.[s i I GEOTEX AS /A01� OWN of I y` L , nE, /f•7MiY AKA \ - t 7 y �'' y+11 IA Y,NI J,1 + ! '+ � h ~ \ ,, RIM 14'_..) '�I ``•\ � .:1411 D t O.I 1 111 • 1 GRAVEL CONSTRUCTION ENTRANCE .7 .», Q �,►j i7 /; ' +.]740 ,TM ol jb �'' 1 SLK talc 1 144.4x1 \ � H P. A' .1 +' .IM• ..,.. �/\ � - ,AI. 'rte ' , / �� I'yL;. 1P`�17, n» + \� \ .. _ __.r'''te -- •'`( A.D. \ v •I ' 0 14 14C' f ' / '/ 'y/4, �. EXISTING BUILDING �t<y',a . •'y� _ \�� _ T 7 PROPOSED NAL I rlM \ H 44 4e UILDING (TYP ) - ,4 .� _- tc 139.0 \� 8�1_ , .. ,w 7• '�. -j'.S \ T 1-,•1. I'm 1.59 / ,. 11 , •, , rn.7 ENCROACHMENT Fi-144.50 (Txe ) --� \ , , 1 W „ TREES. ROCK WALL, CUR , 4Q, 4' , \ tp1_C 11 ♦ Ije.• ASPHALT. TPA. ENCU RE °. •Y59C 13 � + C0101 x VLMK Consulting Engineers T y /5 PIM 142 ��, i'.3 / \ , ;, 3933 S.W. KELLY AVENUE > ':\�,'+ � PORTLAND, OREGON 97201 g.• h'�� r .11 T �' �� ?�: F (503) 222-4453 FAX 218-9263 f:IELD INLET pie 1'rJ 411- 143.4 - ,/ IM 4 .1 - - ._. � /� /��I:',t�,•41�1• / �� \ :rrt ' � \ -� , 14_.4 , + C .143,2144 7.• ;� •.1» .}+,, `•� r• L 49 ., fFIy1 M4 IT., ♦ Z /• t`��,r. .��•_ -1..-- r .moi •N• /4 ',, i,� \ / // r 1J16A� •`„i' y/'`!'. +._ ``'`�-" �f�� _����"� .1�J� I / 1+"Il d n.� rH,l1.; 176. / / ' -/ 1 - •'.' �J '/ "'• il,,\1 f 0 d v^ M .1•f.f B: 14 !, ` • ' / / _ ~_ ,1 _ t►{:lv 5��t ' f _ _ A( dC 14.' 4 /1� -lop, , ASC (� 1 3- �^ _r IF+ OF YOf11D -/,�/' TOP VIEW t4a /, 141., _ = 4 W F: 139.2 rl.f O E �, Ill / 3 xll• ' t 3>�15 / , rte'.i/, ���� w •r'- G'''' 7, 'I1hl, , / ��. ,. TC 147.9 I .4+ , ♦ !. a NAY BALE'S 104 11110� TRAIION BAN sT ; " :�•: ' � / � 1 a 4 � 14 3 �/" � �• :' i" � � .0 � 1 , 1w°. +_' 14.3.5 / '- ELTVAIICN UN '1mw � ,7„ • 1, f44, ' (��1 �.�xS.._1M�►`' , ,, E -' ��• _ i45 7 1 14 FLIM tat 1 �� ,' �. � " � �►. an do i 1�0P�AR�1A}•Ny /��' �p 7y �(/� '� It7•. ��' TC '14'8 ; 144. ui, .Lt T_ 1 . rI 147 3/ RUNOFF w.'�1L.n •DTH SEDSO.A1 I-I/I.IfM Q) I I H_�_ ' -t/ 1.1:,. •�, '/ 2 - nADOWAY BOUNDARYOttoi \ r. / 1 d l U r. / i�f� ,0♦ .u]. �!'17i�• �1 Jul A.^ /S 1� ',/ IM 1!1.7 7 a �! RAMI7� .�1 \ ' /O ^% l:` dC 4� lif• 0• ,/' f TI: 1�44 `h\ • ,' ,,.° !% \� • L ' I A' 1 ' 4u,] f _� STI LaTyp woo l. _- © " 1 41 � 7�, ]°n 4► •� �� I SEDIMENT W[ A�'S11 "M FILM \\ A 97; _ wl t �' d e nJD00 h f '� _ = FASM ON TOP __. _ - •\ _' I - .r may_-,•�t _ 'r , " �,^,• v '(2 r / I �• ,.1'•tip:••' :.ri' •' �i• St• LAMER ,(" , . _ •r i� ti .- ,+s b •' \ .a•`\ � �� A ;� � .:7, `;.ti'1' � � ori- • woo 011. SIDE VIEW Ile' -'�- - -��..-►.�"-`��� ��,��:_;;ry' 4*40 110 2 INLET BARRIER '• �� Whit-xs,ti••w.: 141YO tI �., , aft +�; J �+ Notes: 1 F[`� • y ! i0 I 1� I 1. THE LOCATION OF THE SEFn+, TANA ANO GRAIN FIELD IS PER THE C„'CUPANT n]: OF THE PREMISE, SOUTHWEST Yid ��� =TBAO( • -, ,'' 7 THE LOC'AIIGN 11h IME UNDEPGR4V F rp,UTlUtILz SH+AWN HERL+.IN AIr n'f FIEUi •nuunw•ouufuunou•unfffff• 100 YEAR FLOOD RAN r%"�"''"••" MARKINGS f1Y THA IITNOR IWESTf ^FNTFP, Ali-BUILT MA?:, SIIPFIIfO A'r TNF CENTER J •,wi I ,,4r-ov,,, C'ITr. OF TIGAFD AND NORTHWEST NATURAL GAS • .� +� • Fut){ PAIN �T • y l�L„ aj/� 3 THE BASE 17070D ELEVATION UNE SHI;WN HEPEIiN 1'= PEP FIRM - OOiTR�IC110M FDIR a "y ," n••• H M / ,f� S�� ' COMMUNIT!-PM1EL NUMBER •1107', 0005 8 /•5+,� uI , ,. I COQ• •fe rtrc:w1 I KW ANOLE BOTH ENDO OF FUER FAM »• FENCE TO A>IIiAA� >i0L K TRA/FQ1 �,. /y,"�";^,",'� , �;'•,% / u ` SUPVLY INIORMAIION IROM TOPf,GRAPHI! �UH,/LY PPUIOULU UY' :f EROSION CONTROL PLAN 1• 40' I 1NTOUnCKED Y x Y POM WFDDLF At ASSOCIATF: DATED 6-99 " '"�• AND ATTACH (NE 1/4, NW 1/4, SEC. 13, T..-5., R1w, W TOP VIEW CITY OF TIGARD, WASHINGTON COUNTY, OREGON) --- 40 0 40 so 120 �Its ►pafF� FILTER FASM TorAL .off GWN r7 9 v 3r V= MOLLS 1 '%' 7d' /i1'�7'��• //,, �Y1 7 / 41' EROSION CONTROL PLAN - STANDARD NOTES ERO--NOTS 1. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO STANDARD NOTES FOR SEDIMENT FENCES. ACCUMULATT WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND �• !� RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT J. 8 •, jr (FROM TECHNICAL GUIDANCE HANDBOOK, REVISED FEB. 1994) THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN WATER INTO TI1E DOWNSTREAM SYSTEM. JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER .I/L•�/•�� io I I 1 r A. ALL WORI< UNDF_R THIS PERMIT WILL REQUIRE SITE EROSION CONTROL IN ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCA OVERLAP, AND - -'------ --- -- - --------.�.��..�...�, COMPLIANCE WITH ALL PROVISIONS OF OAR 340-41-455. SITE EROSION Jr STABILIZED C04STRUCTION ENTRANCES SHALL BE INSTALLED AT THE BOTH FINDS SECURELY FASTENED THE POST, OR OVERLAP 2" X 2" 1 I 1 CONTROL PLAN TO BE APPROVED PND CONTROLS IN PLACE PRIOR TO BEGINNING OF CONS7T,ICTION .AND MAINTAINED FOR THE DURATION OF POSTS AND ATTACH AS SHOWN (`;. DETAIL. W MAXIMUM VMW 1 r LJNSTRUCTION. THE PROJECT. ADDITIONAL MEASUREr, MAY BE REQUIRED TO INSURE PROJECTNIJMAF.R: 99177 THAT ALL ?AVSD AREAS ARE KEPT CLEAN FOP THE DURATION OF THE 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE FRONT VIEW B. APPROVAL, OF THIS EROSION;SEDIMENTATION CONTROL (ESC) PLAN DOES PROJEGi. CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A DATE: -- 3-1-01 /� NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE MAXIMUM OF G FEET APART AND DRIVEN SECURELY INTO TIE GROUND A �/ DESIGN (E.G., $IZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, K. T►:E FOLLOWING STANDARDS SHALL APPLY WHEN CONSTRUCTION ACTIVITY MINIMUM OF 18 INCHES. 2' 2+ PIi fin. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) IS PROPOSED IN AREAS WERE VEGETATION IS TO BE PRESLRVED DRAWN: BMD STANDARD OR @U= OR 1. TEMPORARY MEASURES USED FOR INITIAL EROSION CONTROL SHALL NOT 3. TFIE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 �- EQUAL ALTERNATE: "n C. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE FENCE POSTS MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC BE LEFT IN PLACE PERMANENTLY. INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THL AP;!kOVF.D, G1JB FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR 2. WORK AREAS ON THE IMMEDIATE SITE SH°. BE CAREFULLY IDENTIFIED AND ENTIRE DISTURBED AREA. "T1:HED LOOPS M BE UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND MARKED TO REDUCE POTENTIAL DAMAGE IU TREES & VEGETATION. PLOT DATE: 3-1-01 INSTALLED ON UPHILL I -UK � � � VEGETATION/LANDSCAPING IS ESTABLISHED. 3. TREES SHALL NOT OE USED AS ANCHORS FOR STABILIZING WORKING EQUIPMENT. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL FIAVE SDE OF SLOPE Ot> r X r 0" DURING CLEARING OPERATIONS, TREES dt VEGETATION SHALL NOT BE PERMITTED MANLIFA.;TURED STITCHED LOOPS FOR 2" X 2" POST INSTALLATION. D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL TO FALL OR BE PLACED O'.,TSIDE THE WORK AREA. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE REVISIONS: FIL70 FAMC i1A BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. CURING 4. IN AREAS DESIGNATED FOR SELECTIVE CUTTING OR CLEARING, CARE IN FALLING SLOPED AREA. THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE AND REMOVING TREES AND BRUSH SHALL_ BE TAKEN TO AVOID INJURING TREES 3/1 01 T��- •r FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING ND SHRUBS TO BE LEFT IN PLACE. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED PARKING LOT REVISION BURY BOTTOM OF ���� SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN - FUER MATERIA �% DURATION OF CONSTRUCTION. 5. STOCKPILING OF SOIL, OR SOIL MIXED WITH VEGETATION, SHALL NOT BE PERMANENTLY PROTECTED AND STABILIZED. IN � BY r TRENCH PERMITTED ON A PERMANENT BASIS. E. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY COMPACT ALL AREAS OF f L. WSiERE NATURAL VEGETATION HAS BEEN REMOVED DUE TO THE PROPOSED GROUND FLTER FABRIC TRENCH ' CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN DISTURBANCE FOR THE SANITARY SEWER CONNECTION IN THE FLOODPLP.IN, EROSION APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS -- CONTROL PROVISIONS OF THE SURFACE WATER MANAGEMENT PROGRAM OF WASHINGTON WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE AND SHALL BE MADE IMMEDIATELY. SIDE VIEW wL APPLICABLE WATER STANDARDS. SURFACES WILL COUNTY MUST BBEMREPLANTEDRNATHEAS NNATIVE VEGETATIONOT COVERED BY . OR IMPERVIOUS F. THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM M. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CLEARLY MARK THE EDGE OF THE REQUIREMENTS FOR ANTICIPATED SITE f)NDITIONS. DURING THE OF THE 100-YEAF FLOOOPLAIN OR THE 50-FOOT RIPARIAN SETBACK, WHICHEVER IS 3 SEDIMENT FENCE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS GREATER, ON THE zil E WITH CONSTRUCTION FENCING TO ENSURE THAT THE SENEITIVIL NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT LANDS AREA AND WATER RESOURCE AND BUFFER IS MAINTAINED FREE OF DEBRIS AND 3.0 AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. DISTURBANCE. IN NO CASE SHALL ANY ABOVE OR BELOW GROUND WORK OCCUR IN THE FLOODPLAIN OR THE RIPARIAN SETBACK INCLUDING GRADING OR FILL, OTHER THAN THE EROSION G. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE SANITARY SEWER CONNECTION SHOWN ON THE PLANS. A PORTION OF THE PROTECTIVE CONTROL �� APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE CONSTRUCTION FENCING MAY BE TAKEN DOWN TO ALLOW FOR THE WORK ON THE SANITARY T THEIR CONTINUED FUNCTIONING. SEWER CONNECTION, BUT SHALL BE REINSTALLED FOLLOWING COMPLETION OF THIS WORK UNTIL THE COMPLETION OF ALL CONSTRUCTION ON THE SITE. H. THE ESC FACILITIES ON INACTIVE SITES SHALT. BE INSPECTED AND VLMIK PLOT DATES: MAINTAINED A MIN!MUM OF ONCE A MONTH OR WITHIN THE 24 HOURS N. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK DURING CONSTRUCTION AND NOTIFY FOLLOWING A STORM WENT. THE PLANNING DIVISION AND ENGINEERING DEPARTMENT IF THE QUANTITY OF DISTURBED 12/23/99 13:40.55 BMD MATERIAL EXCEEDS 50 CUBIC YARDS, OR IF THERE ARE ANY OTHER CHANGES REGARDING 12 28//99 14:9.27 HAT THE LOCATION OR IMPACTS OF THE SANITARY SEWER LINE DUE TO SITE CONDITIONS OR 1/1 /20 0 13:34,0 HAT OTHER CIRCUMSTANCES. 1/12 2000 9:34.10 HAT 2/9/2000 11:51.22 TC 2/10/2000 10:35.18 BMD C3 * 01 2/24/2000 S.37.59 ARM 7632 SW Durham Rd. 3/16/20000 16:1 440 TCC 5 fM200160297 991*17C3.dwq 2/28/2001 11:17.3 BMD 1 6 10 ii i.1 ifs ) • Iliillll�llllll IIIIIIIIIII! II I I ! ( IIIIIIIIIIIIIII Illillllllll II Illlllllllilllllllllllllllllll IIIII!IIIIII __ II Illlllllilllllllllllll�IIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII I�IIIIII�IIIIII IIIII!IIIIIIIII IIIII�IIIIIII�I IIIIIIIIIIIIIII IIIIIIIIII i 'I'" hTrnn�} ?I 1} iI PI Q III All >�I ?I AI #1 �I •� a44 >11 I 14N 1�1�1 �I Iwl�I 21 ISI ti 5 nl, n1' nnlr r ,nilln I unl n nnn I unhm Dull a unh n nnhl 1 Ihl IfIll I nnh I uuin Ill 1 nuh 1 unh a uul�Illllb a ul�l u 1 1 uuh uu6�lutdlTil unh 11 u null 1 unln!III 1 nnh 1 null Rall n nnln I nulr n unh 1 Imh n uuh a uuh n Indnu I m u'Ihul nnh a nnhl l nnlnn .r FAv F CITY WATER DEPT STANDARDS PLUMBING CODE - 12' BEHIND SIDEWALK THRUST FLOCK CITY APPROVED I OR BEHIND CURB RETAINER GLAN1 BACKFLOW DEVIC FLANGE COUPLING -"� I WHEN NO SIDEWOLK o: ADAPTOR I w PLETCI>lER F�►RR AYOTTE,P.C. W • AlliCNrr1iCrURZ FLANNM D"ImoIIS Z 708 &W. THMD AVBNM i SUITE 200 R -�--- ----- 2' OR I 1/2' Of FMTLAND. ORH00W 672042417 UjL& 12' MIN METER W rElow:(M)622-1"1 PAX:(%3)222-1701 TOP OF POND EL.- 139.20 FL W wxrjrAoxetanoow y SLOTTED GRATE INTENTION VOLUMIE FLG MFGAORLEQUAL --' '� FIRE IICONNECTPARTMCNT (�) 60 OPTIONALATTHIS 2S-Y11 OVERFLOW ELEVATION 137.25 OSHA APPROVED LADDER 24' MIN LOCATION o TREATMENT SURFACE ULVAILON 135.90 WITH ALUMINUM LADDER EXTENSION BY UTILITY 2' FLG X COMPRESSION ANGLE TO IRRIGATION 1 WATER QUALITY VOLUME VAULT Z_ -� CONTRACTOR TO SEAL ALL STOP (FITS 1 1/2 APPLICATIONS) 4' ADS ' OPENINGS IN VAULT WITH PLAN :• NON SHRINK GROUT PRIOR MJ X TAPPED POND BOTTOM 134.00 TO BACKFILLING 2' TEE 12' STORM SEWER- 3'3' MIN. 6' MAX. 2' TYPE 'K' TO RESIDENCE IE OUT 133.0 -• _SII: GROUND LINE DRAIN TO CURB OR COPPER PIPE PLAN �. 1 1/2 CU-YD- 3/4- DRAIN ROCK ____ _____ FV36 • �' x MIN CLEARANCE METER BOX DOUBLE CHECK :5.3"9 DETENTION ORIFICE c 2• WEEPHOLE T ON OPENED MAIN LINE VALVE ASSEMBLY I OSLY VALVE COPPER BENDS !, MEGA FLG OR EQUA 1 AS NEEDED-� - !L INLINE CHECK VALVE 2' MIPT X COMPRESSION CORPSUMP 91 __ (SUPPLIED BY THE CITU) {�; _� �,I► ' 1 CONTRACTOR TO INSTALL RODENT CONCRETE BALLAST 3 Cu. YD. SCREEN i. �•' ` �'� + MIN. WHERE FLOODING OR R AN N� v 6 ` VLMK Consulting Engineers HICH GROUNDWATER EXIS (TYP.) - 1 UNION EACH SIDE ` 3933 S.W. KELLY AVENUE e DRAIN TO DAYLIGHT OR 2,_0" INSTALL SUMP PUMP +_ _ ` _� CONTACT CITY FOR NOTE PORTLAND, OREGON 97201 WATER oUAUTY ORIFICE 3'-0' ELEVATION PUMP SPECIFICATIONS (503) 222-4453 FAX 248-9263 0.8' DIAMETER IE 133.5 1. CONTRACTOR TO INSTALL MJ X TAPPED 2' TEES AT 90- ANGLES TO METER I CRUSHED SULK BASE ELEVATION LOCATIONS. HORIZONTAL L LEVEL,12' MIN INSTALLATION SHOWN IS ONLY A SUGGESTION. 24' MAX 2. CITY TO PROVIDE 2' THREAD BY COMPRESSION CORPERATION STOP TO BE FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BUTTON INSTALLED BY CONTRACTOR, (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). 1, DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER, UTILITY VAULT OR rE 1ILCO DOOR OF DEVICE SIZE WITH F.D.C. THOUT F.D 'E 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 2, BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 1 WATER QUALITYLDETEN11ON OUTLET STRUCTURE 4 676-WA 577-VA -5AL 4. CITY WILL INSTALL ALL COPPER PIPE L FITTINGS FROM MAIN TO METER LOCATIO COCKS IF BELOW GROUND INSTALLATION. 4.(' T:�IIq 687-WA 676-WA J-5AL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 1 5105-LA 2106 LA in- AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS ■CITY ENGINEER APPROVED EQUAL~ FOR INSTALLATION. AMM•1 .- AMr�M MliwOwD R---- //\ , SIawISSs+ISlrlr " r' MIow DOUBLE CHECK DETECTOR SCArs �^� - Alum F. MID" " �2" p1,S, �,� � ��,�, NAs - NO SCALE %BIW 4.wr.ILM _ •"'�� pq' Iq' � Is*lis0,,,,,°RL IL%* w._� 2 & 1 -1 1 s La w�u.awe IRRIGATION f�Ol::,i.0 ra. No. orm AMP W� ° " VALVE ASSEMBLY 533 �-`_ '�""r�t=M" +� WATER SERVICE °"` M� 1� �: 52 � = ,�,,,C„ „N CHECK ASSEMBLY SS � CITY D IIIom SAM p',YOF aGMD II��oNt I pTYOF GARD �wrDr.►wt 2 DOUBLE CHECK FIRE VAULT 4.03 N DOMESTIC WATER SERVICE t4 IRRIGATION DOUBLE CHECK r THICK. 30. 000 PSI GRAY IRON. 4.0 lk •M " 4.0 •� " /HEAVY DUTY CAST IRON ORATE F 2' x 2' x 1/e' ANGLE AROUND TOP IMTH 2- 1/r DIA. x 3' STUDS EACH 'IDE (e s1110s TOTAL) GW Ell"ArON SEE PLAN o • 'c SIDEWALK ADJACENT TO CURB ° � P' INVERT 18' CAST IRON 910 SEE PLAN 1_ VALVE BOX TO PERF. 3' MIN. BREAK FLANGE SIDEWALK SEE DRAWINQ No. 260-ST C48N 6' MAX. A IA FOR FRAME AND ORATE SGL TRAP MATH r J 4• CLEANOUT PLUGr\ 8" 1 1/2, DRAIN RO�C`k 24' , , \ ,•: �' �`- TAR PAPER (MOISTUNOTES / A.) CATCH BASIN TO BE CONSTRUCTED OF PRECAST CONCRETE 6' DUCTILE IRON PIPE - RESTRAIN ALL JOINTS W/ SOUTHWEST EST B.) OIL TRAP CLEANOUT UD TO BE HINGED OR BLOCKED TO 'FIELD LOK' OR EQUAL GASKETS r PREVENT UD FROM REMAINING IN OPEN POSITION. PERF. C.) CAULS( PIPE TD CAULKING HUB. :: � __ CENTER D.) SET CATCH BASIN ON 6' THICK COMPACTED CRUSHED » �- °L P L A N ROC( OR SAND BASE r` ' 6 MEGALUG RETAINER GLAND (EBAA IRON)--- F.) DRILL, 3- 1' DIA. HOLES IN TOP OF BASIN EACH SIDE CONCRETE PIER E:' GATE VALv 12" INLET PIPE E) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. BLOCK r MIN to o LG. x M.J. SIDEWALK WITH PLANTER 2•0' - M.J. x 6' FLG. TEE STRIP AT CURB v '" 5 CATCH BASIN SIDEWALK . PS IPE , 4.0 ' MAX! ots.dlp "T>s 3 MIN.. BREAK FLANGEto PR ' zT .� NOTE ., .i :� _ T-- ;4 e j .4 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 1/4 MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLO IN51itA. OIL RESERVOIR I B. BRONZE ACTUATION NUT SECTION A-A SECTION B-B C. BRONZE SEAT RING '1' WLti STRUCTURAL N�AL/ D. WEATHER SHIELD CAP NOTES: E. SAFETY SLEEVE COUPLING NEAT. Si1tNQHT LINE WFAOE F. THREADED NOZZLES WITH 10' RINGS DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 PRO AGE MAY EAT. SO IGHT LINE TAM G. NATIONAL STANDARD THREADS e• of 3/4' COMPACTED BASE MATERIAL e AND SEAL EDGES 2. SAFETY CHAINS TO BE REMOVED. J• COMPACTED 1111COi>E ASHPALT 3. HYDRANTS TO BE PAINTED USING R-1317 SAi E Y YELLOW OR AN ALTERNATE APPROVED DITCH INLET STRUCTURES FOR PIPE BILES 24' OR LARGER TO BE PRIOR APPROVED PTOIEC'rNUI�F.Rt 99177 BY DISTRICT FIRE MARSHALL. STRUCTURAL PAVEMENT -- CLAMS 'R!' PRECAST = MINIMUM WALL THICKNESS TO BE 5' DATE: 3-1-01 STRUCTURAL 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. MOUND EXCESS NATIVE MATERIAL OVER REINFORCEMENT TO BE REBAP MEETING ASTM A615 GRADE e0 OR WELDED SECTK>!: 7REIICII TO ALLOW f01t lE1111�T 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. HARE MEETING ASTM A497 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, DRAWN: BMD 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING N0, 503 OR AS APPROV D ----- If CEMENT BY ENGINEER, _ -_- _- -.. APPROVED: GIB SOL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. PLOT DATE: 3-1-01 �AMENDED _�-�M(PA= "A,RK -_�� --- - - �� DITCH INLET �� usiw�w� PPE AS ��D REPORT 90L PER RRo1ls � �• I,voM. FIRE HYDRANT AREA DRAIN TYPE 11 u � � REVISIONS: TO SIE SI�OWI" b Ars as wiu wb sYlr�� OM0. Na - CODE REGARED COVER -__� �,�a"'r M 1� INSTALLATION 5 42 MODIFIED DRAWING NO. 250-ST 1 NO CHANGES CITY� QARD - Awo•a� PU olulln nor,+D CUMN Mason nor 111 IiMI�� THIS SHEAT CODE REQUIRED BEDDRX) -L--- r6-"\ ----6 FIRE HYDRANT ASSEMBLY 7 DITCH INLET FOR EXFILTRATION TRENCH --- x La 1r 4.0 REVn+.E`T "TS to NII SL 1. NATIVE BACKFILL MATERIAL AT UNPAVED MEAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1' TATHN r OF THE PIPE OR VIE ---------- SUB--CONTRACTOR HAS THE OPTKIN TD USE GRAVEL BACKvXL PPE BEDOf1O OW10RMMlQ TO 9-03.12 (3� G lT L 9 TRENCH BEDDING & bACKFILL DETAILS 4.0 " VLMK /99 PLOT DATES: 1/1/2000 19:838 GHAT 1 (11/2000 13:57.7 HAT 1/11/2000 13:58.7 HAT C4 * 01 2/9/,000 8:23.2" BMD Tui l4Y1r Oufitm Ad. 2/10/2000 10:27.49 BMD PI_M2001002f7 2/24/2000 8:57-46 ARM •of d 99177C4.dwg 2/28/2001 11:17.48 BMD .+NMrv �,ll+efrllxi[ q ,.. w r?+' ��+;is!�F' iFt' $RtifiiGs�wAij'atFx e .: wGl+ 7klr� ,"pm"w"p Imo' _�.. vop_ ..-_ "�.'�r�7`.`MJ6:._.....- :,: :.-e. �-.�__ �--__._.. ._ -. ..... ..... ,w,/...Mn M .;.r .-�..-.-.._.--...- - 'w ♦'yam ,, "` ( "r / � • y"` • O ? 6 C 12 4 6 • � Ilill�llllllllllllllllllll!Illllllllllli!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllll Il llillllllllllllllllllll I I I �� �- _ I111111Illllillllllllllllll IIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIlIIIIIIIIIII I IIIIIIIIIIIII IIIIIIIIII Inrinfl nn ifNhTihndl a nouirilliu6 n uob IInuL Innln�gfiLli�lunhTrllnnbTfillndllr1lunhTfilnllhl iluohTlllnul tlub n u I I uulll ilull1tG11wL1SIIu16 II14�'ylnolllfilllull011uu61rllllllllllllnulllllluublll�Indl lulJi lnub�i�uuld11�ludlTfilludli'IuubI1B1 I1�1o161f1lunhlfilaubiTillolhlS w'�. ..-_.-r,w• Mr•4:fYin�i,.. :.r4MY. ^�,�•��W � ,_.mow....t+N+s,r.�n�rM/.,.Jeaac� :.a.b•.w.:.....e,a+rn+....-ew.,,,w..+.�..u:+v._.«.iiM�..•