7632 SW DURHAM ROAD-5 I
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PI-ANT LIST OUTLINE SPECIFICATION - PLANTING. AND SEEDING
SOIL MIX: Prepare sol mix Ir eo%A planting hale by mixing:
GROUNDCUVER / PERENNIALS GENERAL: AN plants @hall conform to d' applicable standards of the !ctvat edition of the "American Standard 1 part native toped) (no %+ubs,d)
far Nursery Stock", AN.S.1. 260.1 1873. 1 part Mushroom k•xr►Iroat, Gorden Compost, a as approved NATIVE SEED MIX: Pro-Time 400 Native Gross Mix as supplied by Hobbs t Napkins, Ltd., of .S approved). Seed at r
0 SYM LATiN NAME / COMMON NAME SIZE SPACING
Nuremy stock shall be hedthy, asil branched and rooted, fumed true to variety and @pods, full foliaged, free of Thoroughly mix h ,denting hole and add fertAIM-3 at the foliowinq ratediss 1.15 Ib. / 1,000 eq f4
"V
Q4" ZUU ARCTOSTAPHYLOS UVA-UQ`_'I "MASS." 1 9d. 3' o.e. have a h)rr„ defects• Insecta weeds, and weed roots Trap shall have etralpht trunks, symmetrical tips and Small shrubs - 1/8 Ib./ plant
owochuMtU Kinnllkin oidk how an htcst single leader. Shrub@ - 1/3 to 1/2 Ib./ plant WATER QUALITY SWAIE SEED: WATER QUALITY SWALE SEED: Seed rnix to cantain 20X Creeping Rad
00CO .OTONEASTER DAMMERI 1901. 4' o.e The apparent silence of the Specl/icatlons, Plans and Special Provisions as to any dotal err the apparent omission fr. nTress 1/3 to 1 Ib./ pVant Fescue and 80x Elko Peremld Rysgrosa Sssd at 5 Ib@. / 1,000 eq, tt..
earberry Cotoneoster them of a detailed deacription concerning any point @hal' be regarded as meaning that only the best general practice Is to FERTILIZER: For trees and shrubs use Commercld Mix Inorganic 5-4-3 with micro'-nutrients and 5OX Naw MAiNTENANC - NATIVE SEED WX: The Native Seed areas shall be maintained by watering, resewd'ng, and
77 EF EUONYMUS FORTUNEI "GRACILIS- 1 gd. 3' o.c. prowl and that only material and w.rkman@hip of tint quality ore to be used. Av Interpretations of these Specifications releasing nitrogen. wood" r sig r apply ( )
For a minimum e0 do otter Atter 30 doCarrwnereld Fertilizer 2S-S-10-.3 of 4 Moa 1,000
Grachs Wlntercreeper Euonymus shall be made upon the basis above .%toted. eq
1 i HS NEUCTO1TtICHON SEMPERLARENS 1 2' O.C. PLANTING Place the plant on a toyer of compacted planting mix of the canter of the planting Inde. Plant trees
Blue Out Grass 9d SUBSTITUTIONS. Only as approved by the Landscape Architect. and shrubs upright and faa for best appearance. Remove containers a ties and buriop from the top of B&B MAINTENANCE - WATER QUALITY SWALE: Blo-filtration swds b to be kept free of debris and maintained to Insure water low.
planta Check roots and cut dean any frayed or broken roots. Stopper plants In rows. Backfill planting hole with FL•ETCHER FARR AYOZ'rE,P.C.
41 PAN PENNIS'ETUM ALOPECUROIDES -HAMELN- 1 2' ox GUARANTEE AND REPLACEMENT: NI plant material shill be Oron+eed from final acceptance for one CLEAN-UP: At completion o1 work all extra material, oupplkls. equipment, etc, elver a removed from the ells
Hameln Dwarf Fountain Gross growing year, ger. g W ear mix suint@ walking eoa loyet to «Imhota odds-
fur orris woeon or one whichever b ion Duran mM perked the Contractor shall replace any plant AN walks. paving, er other euttlaces shill be swpt oleos, mulch oleos shot have debris removed and any ear wRctorec.'rtJlte t•LANtvulo ulfre%r.oRs
5 PT PARTHENOCiSSUS TRIWSPIDATA 1 9d As shown motorial that Is not In goad condition and producing new growth (except that materbl damaged by severe weotner mon app y / 1 , t :wiuw wato, o took awe . Place remainin bockfiN and dish cleared from surfooa AN areas of tl.j rojsct shah W dean, orderly and complete. 7s. S.W. 1ttIaRD wvBNUB r stliT? X00 i
condtkxte, due to Owner's negligence a kat due to vanddierrt). roxknatel 2 3 full, water thorough Y ' Y g r aTLAND, OABc.DN 97204-1417 U.SJL
^ Boston Ivy surface around plant to hold water. Find grade Should keep root ow slightly above surrounding prods, not to
1 628 R RUBUS CALCYNO1DES -EMERA!.D CARPET"1 gal. 4' o.c. exceed 1 Inch. Water again unth no mcxe water is absorbed. Initbi w.terhq by Mgatk n system Is n,)t dlo%red t•11ortB:(sed)2.X-tiet Fwx:(sol)ezX-1701
Emerald Carpet DfOmbli LOndecrtpe Contractor shall keep on site for Lander-ape Architect's Inspection, all receipts for sol amendment and �~���•�
8 SAJ SEDUM "AUTUMN JOY" 1 d. 18 O.C. topsor deliveries. STAKING OF TREES. Stake or puy all tree@. Stakes shall be 2' X 2' (nom.) nudity tree stakes with point.
9 They shall be of Douglas Fir, dear and sturdy. Stained earth-tone green. Tree ties for deciduous trese shall be
Autumn Joy Sedum TOPSOIL AND FINAL GRADES Landscape r;ontractu f• to verify that the topwl le u f• not conducive to
font growth. 'p►dnlodk' (err as approved). For Evergreen trees use -Gro-Strait' Tres Tip (a as approved) with guy wires of o
(2Q72VMB \INCA MINOR 'HOWLES" 1 got. 3. O.C. p►� D 9r minimum 2 strand twisted 12 go. wire.
Blue Dwarf Periwinkle
UES Landscape Contractor is to supply and oloce 12" of topsol In planting beds and 8- In lawn areas If tcpw4 an site is MULCHING OF PLANTINGS: Mulch planting areas with well rotted fl► at hemlock bark (medium grind), or
not canduetw to proper I tont growth. Unless otherwise notified by General Controetar. Landscape Contractor is to
9 AG ABEUA GRANDIFLORA 5 gd. 5' o.c. submit Barr es of the Imputed Sol and/or sol amendments to the Landscape Architect. a• approrsd to a depth of 2 1/2 Inchon In ground cover uveas and 3 Inches h shrub beds.
Gloomy Abelia
1 i BTR BERBERIS THUN. "ROSE CLOW 5 gal. 4' o.c. Landscaping shall hcuds fInlr.ted qiodes and even dletrlbutlar, of topsoil to mgt planting requirements. Grady SEED: Blwloq groes seed conforming to applk+�bi: State lows. No noxious weed seeds. Subm t Guaranteed analysis.
Rosy Glow Japanese Barberry and slope* shall be on Indicaed. Planting bed grades ,hall be dpproximotoAy 3 Inches below adjacent walks, paving, SOW *made with a mechanical spreader at c unifem, tate as epecifled below. Rake seed lightly to provide cover.
0 C Rosy AFCYPARIS se Bar "GRACILIS- 5' 4' o.c. finished grodNInee, etc., to off" fu bark application. Finish grading shat remove all depro"ons or low areas to FINISH GRADE
WATER pUAUTY SWALE: After areas have been prepwed es d@orxbed under oar prepvu.M,, Moat a drop water
Slt+rtder Hlnoki Cypress provide positive drainage throughout the orsd.
quality aeon to requited grades. Establish an ever►. title textured seed bed meeting prudes, eurlacoo and textus. �-' 1/2" BARK MULCH
30 CP COTONEASTER PARNEYI 5 gal. 5' o.c. NERBICIDES: Prior to evil preparation, dl areas showing any undesirable wed or groes growth @hall be treated Sow seed with a mechanical spreader at the uniform rates as noted below. Rake Seed lightly to provide cow.
QPomey Cotoneoster with Round-up h strict accordance with the manufacturer's Instructions
1 40 CS CORNUS SERICEA 2 got. 6' o.c.
Redosier Dogwood
SOIL PREPARATION: Work oil areas by rototlling to o minimum depth of 8 Inches Remove all stones (over 1 BACKFILL I OIL MIXT1IRE
27 EFE EUONYMUS FORT. "1'MERALD GAIETY 3 gal. 4' O.C. 1/2' size), sticks„ mortar, targe ciumpe of vegetation roots, debris, or extrdnewe matter turned up in working. Sol I WIT?i FERTILIZER
Emerald Gaiety Euoatymue shall be of a homoger,sous Ilne texture, '-@vel, smooth and lightly compact area to ph-4 or minus .10 of required
��• 2 X ROOTBA!L EXISTING SUBGRADE
15 HD HOLOOISCUS DISCOLOR 5 gal. 6' o.c.
Ocnion Spray ALTERNATIVE BID: In g►oundcover areas add 2" of mushroom compost (a as approved) and Of h to the top
4 HM HYDRANGEA MACROPHILLA "NIKKO BLU. -S gal. 4' o.c. six inking of sail. \ _1y_fPM\\ �\ SHRUB PLANTING DETAIL ,
Nikko Blue Blgleof Hytirong o g \ \
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DOICB
ILfX CORNUTA "BURFORDIt COMPAC U" 5 gal. 4' O.C. NOTIFICATION: The Contractor shall not fy the Landscape Architect 4s. hours h advanc* of instolotlon of the `+ � \� OTTEN & AS ARCITM ES, INC.
Burford Compact Chinese Holly planta Find location @hall be approved by the Landscape Architect. TO SCALE -� M-
t37 ICG ILEX CFiENATA '"GREEN ISLAND" 2 gal. 3' O,C. LANDSCA�C ARCHTI'E��
PLANTING HOLE. Lay out dl plant locations and excavate all sons from planting hall" tc 2 1/2 times the root i � \ on, V
Green Island Japanese Holly ream \
14 ICH ILEX CRENATA -HELLERI" 1 d. 2' o.c. bell a root syertom width. :•+os*n soil Inside bottom of plant Inde. Oktpoes of any 'subsoil' a debris •\ ro"t ono. sox aaa•a»...-k,,.. ay.. no•ra
9 excavation. Check drainage of planting hole with water, and adjust any area showing drainage problems :� 1106pb� I 1 as-eose•r.. (Ise; o.r vers
Holler's Japanese Holly \
to=201CNILEX CRENATA "NORTHERN BEAUTY 18" 4' o.c. � \ ueee @e sWw..k o► twit. kns
Northam Beauty Japanese Holly •- �``aV �• \ ��• �� nooe
Y
27 NDBNANDINA DOMESIICA "NOON BAY 2 gal. 3' ox.
Moon Boy Nasalises J" \
\\
Q 29 NDN NANDINA DOMESTiCA -NANA PURPUREA- 1 gal. 30. O.C. LAWN \
Dwarf Purple Nondina
24 ;•IDU NANDINA DOMESTiCA 'UMPOUA CHIEF' 18' 3' o.c. 9_\p S-PJV
Umquo Chief '3ndino 4-PSN
20 PJV PIERIC JAPO ► VARIEGATi., 18" 4' a.c. Dir.
Variegated Piens
40 PL PRUNUS LUSITANICA 30' 6' a.c.
Portugal Lourel t -
12 PSN PINUS STROBUS 'NANA" 30' 5' 0.c. �-7-ICN 12-CD
20-ICN r �\
nj = Dwarf White Pine err 3-PYA
83RUARHODODENDRON -DORA AMATEIS- 12-15' 3' a,c. TOP or BARK To BE AT- ' i r :'4. ,,, 2-8J 6-LAMB 3/4 Col. \
Doro Arnateis Rhododendron CROWN or ROO'�BALL HOSE REINFORCED \ -�'- 8-\D
10 RJM RHODODENDRON 'JEAN MARIE. .- 18-21- 5' o.c. RUBBER OR GRO- I + '_ 2-PJV 4-BJ �\
Joon Marie de Montague Rhododendron STRAIGHT TREE TIES _
46 RM ROSA MEIDILAND (White) 1 gal. 3' O.C. 2• Fc;t 19-NDN _Ir y 9_w
White Meidilond Rose WATER BASiN GUY WIR. #10 GA EXISTING BUILDING 5 TR r .� '' � �' ,, 4
36 Ser SPIRAEA DOUGLASII 5 gal. 5' O.C. x: 2" DOUG rUt . EBL. STRAIJD. T►'1sTED. yfi: L' r x
Douglas 5piraeo STAXZS- s S1 Kn r GALVANIZED )" P' 7-ICN
9S SPN @AUX PUi'PJREA "N AN A" 2 4 o.c. SQUALLY SPACED 1 4-ICG 11-ICG \.
t f Willow
9d AROUND TRZE P 1/2- BARK MULCH � -�. 26-RDA � Z�
Dwarf Arctic Blue-Leo ~_
93 VD LABURNUM DAVIDII 2 gal. 3' O.C. F=H GRADE 15-VMB �� D
t ; 1S-VMB 7-VD 2 \
David Viburnum LAEYOVE BURLAP BACKrUL SOIL MIXTURE 4
FROM TOP 5-AP� -VA(B 5-PJV
21 VTM VIBURNUM PLIC. TOMENT. "R;ARIESII" 5 gal. 6' o.c. YAM BALI,t/2 or t' WITH i1eRrI1aRR
5-EF 2' col. � \
Mariesii Doxublefill Viburnum E)aSTDNG SUBGRADE - 47-RDA 5_�-
2 to P 1,/2 ROOTBAIL d 9-VD ! 3-VD t
�i �'
TREES -
7 APB AGER PALMATUM "BLOODG000" 2_1"1/2" col. As shown F�,. CG
(C2
Bloodgood Japanese Maple S 2 cd. ® LAEVERGREEN TREE STAKING DETAIL -, .:4 �,PE ACER PLATA'VOIDES "EMERALD QUEEN' 2 cal. As shown _Emerald Queen Norwcy Maple war To scAu - 3-p 1480 ACER PUBRUM 'OCTOBER GLORY 2' cal. As Shown en :1�. 13-ICN i' r 1 3/1'x'
October Glory Red staple _' ASK OUT
® 131-CO \•.
20 BJ BETULA JAQUEMONTII 4-2' cal- As shown e a 3-EFE _ 9-EFE 12-RDA ` N
Jacquemonti Birch 4-1 3/4 cal. : -P C �f ® 2,,-ARO 2-1(i'
17 FPM FRAXINUS PENNSYLVANICA "MARSHALL"2" Cd As shown AL•READt' ft.ANTVD TO DH PL•AN1,0 i_BTR 3 C r. 2 col. 2 41 "},
nj Marshall Seedess Ash 5-8TR - t ' 6-.VM s 24-ICN- �I 1:� 't
13 PCC PYRUS CALLERYANA -CHAN1iCLEe'.R" 1 3/4" Cd. As shown n 3-H$ „1_- t1-LA: 13-ICN .3t ® :4" A ; 2 4 -G
Chanticleer Flowering Pear .O - , \
3 PPG PICEA PUNGENS `GLAUCA" 5' As shown 3"EFE ® ��
Colorado Blue Spruce 'r 8-PL }- _ 3-PJV LAIMd , Jt .''� h i
16 PYA PRUNUS YEDOENSIS "AKENONO" 10-2" cal As shown _ , 6-CP
Akebono Flowering Cherry 6-1 3/4' cd. , r 1 3-CP 3-CF .. 5'EFG 1-PSN E'
/ c Q 1-PT i '�' 1-�T 1-PT 1-PT Y 14-NDS _ 10-ICG ?-ICG , t• v V
cz/�'� 10 OR QUERCUS RUBRA 2" cal Its shown 8_Cp - _NDLi 1 I 1-BTR _ ti -
Northam Red Oak 4-SG _ I ' = -S EFG
I - i
11 SG SEQUOIA GIGANTEUM 8-T V shown 7-PL _ , . - ,
Giant Sequoia �; s DU. 6_,P/W NU S ,•, Southwest
t
5-EFG a a= t.?out W�'st enter
_ 10-NDN 10-EFG LAJ _ R''
/ //� • ' %/ d-R / ' _= -� _ 7-EFE 2 S-VD�K •• /� �ffl in I
/ _
4-HS T'" 1-IiM 8-ICN 3-PPG ApproveA I Y
LEEND / •�<, �•--1 7-ICG 4-ICG 1 - 4 ��-/ 4-EF, 5-EFG 11-P .'t •13-EF Cenminnsity Approved.,,,................................( )
I l2-HM u 7-ICG 3-EFG k+:
7-V11rf "•..._.= 1 - 1' _ 7-ICG _ a. - cmt+nl tnew�+it rkycribed
TREES U BE REMOVED _ 2-RJM r" /2 . 7-ICG M -- -` c
PB •
AN ALS o
t 12-ARO 195-RCE 6-AUU 3-PCC S-EF �r' ` '-� Z See Len%w'Fuxow___.. .......................
f�TE EES TO REMAIN ' t 71" 1 )
`"�•., 2" cd. 18-SAJ k 10;PYA Ad �;'. n ` t
1. Contractor is to verity all plant quantities. ` rsY 13-NDB 2 cal. / r' " k 2 1nh Addrots - `�^� _
6-QR AWN s� ,r 3-ICC 5-PJv ` I
2. Adjust plantings In the bold as necessary, I.e. shrubs away _ j 1 1-PCC _-i _
from dears, large evergreens away from Windows to blank walls. full •-,j,� I :. �' cum '• �/ �-
grown tree canopv away from signs, etc. Notify Landscape ` �J I 25_w _ 4-SG / �
Architect of any changes In layr-ut. 4-BJ •s
3. Deciduous tree caliper is to be measured at four feet In height. 2' cd. vi \ \ ` ` a \ 65-CD I�1(�/ M
4. Before constniction begins, Landscape Architect is to approve ,�.•. 27-PL "� t 3-131 dS.CO Mac �' z /� V • ,�
S.
layout of lawn and planting beds. ,. _ c' _ ,- 5
5. Project is to be irrigated with on auto notic, underground "- 10-ARO
rn ,�- , � i I I •.,, , I 3-BJ \
Irrigation system.
6. NI topsoN removed from the surface ;n preparotion for grading "' r / Y.. 2 Cal. .� AN r
;� 97-ICN
•'� Q J c G'
and construction is to be stored on or near the site and p.otected {
from erosion while Odin operations are underway and ouch S" ``�•�••' ` 104-CA ! „ I` r,, !.
storage may not be located where It would cause suffocation of ,1 ,�,,,"., _ 20-RM RM ` t �H L f 1 � v�
root systems of trees intended to be preserved; and often ~'•+. I - y 3-PCC i ': �1 � I 1 L
completion of such grading, the topsni is to M restored to *� 27 AUU r Mir NIU11:11,
! /•. f fi 1
exposed cut and fell embankments o► DuBdinq pods to provide a 4x' �, �� t ' _ /• 29 AUU ��17'SA k ^ c� •.
wuitoble base for seeding and phxtthq r? -'`''�. I, - LAM1�) •i 20-RM \ J
Sam
7. takes and ties that act as Support h _ •. / - - ""` --.• ,�s '
l ,1 l
S fa i o tree must be i1 _ 1 f
removed after axle or two growing seasons. 114 RCE �. / R, 48-RCE 11TH
0 4-af.- \ -_ r 000000000'"� 4' X 4 �i 4GTH NA I PROJECT;�fUAIDER: 00.39-99
_ 4 RIPARIAN SE DATE: 9/17N9
i TREE PLANTER 3-PCC `� / /� �.*/ r •i!D hADt
it
MCMTM CHAD4.W f7lIGE = WITH TREE GRATE '-CD
,:' % '•''.. AC DRAWN: SSS
>•�Nt:Ne n W. -•aT r"lsovmt .t`_- 9-VTI 102-CD� 32-RP%V SLAIL 11F IT 2B LINE -_- - - -- -_ _ -10-RCE �
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THAN r,1lL,KM TH1t rllCNt "- 3-SPM a-� I APPROVED: :1W0
i WZfN To POW, FQT11 f•vC L-� -fir 122-RCE 45-RCE
MM TM 3C f*I�e -0 8-CS 4-QR _ 28-SP 10-SPM /, 1 I Ii i
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Ex. AR TREES 16-SNI , , r - PLOT DATE: 12/23/99
65-RCE
_ �� �R:-0 1 -C 1 REVISIONS:
d F- / _ 'J - � / - - _ _-fir• r: N _ '<w.• ..1� '� 1 • -
� {�/�/fall
_ I I
r 4-CS
---CHAINLOCK TREE TIES � `_ -
w (UR AS APPROVED) � 4-CS �-� 9-SPM -
W,� 6-HU 73-RCE 12-SPN 6-S ..lo TW QUALM' 11442
-- ' �- --z_ o. 4-CS / OM AS�R V,15:S) I'I -----
< 2" x 2." G.F. STAKES � -! 3-HD 1 I �
o CROWN OF ROOTBALL TO BE 10 ~ 13-SD lO-CS I
n 2 ABOVE FINISHED GRADE �y •� • fir
N �2" MOUND FOR WATER BASIN SElED ACAS iL - � ��EXISTING NATIVE }; -5-SD - I
2 1/2" BARK MULCH DISTLORW D7 �i< 3-HD
t �� TREE DRIPLINE 4''
F FINISH GRADE WUHT�AVft • /w T
t-6"MIN. 9ACKFILL SOIL MIXTURE S D C ��_ 3'HQ / 7-SD QD 5!!D APtFAS OTS'RA1115W I 1 I Landscave '
' WITH FERTILIZER // �� �' lan
1 ;/4"Cd. r �� AT/O/y DY C0WT�lCr=N RM �OpO n -
2 to 2 t/2 X ROOTBALL``EXISTING SUBGRADE / try erg'/ r U� \ _� f nYE 5� MD( 0Q`�F I r
{, EXISTING NATIVE \
DECIi?UOUS DETAIL TREE PLANTING DETAIL 1
NN -\ BY CONSTR11GTXCIN TREE DRIPLINE
�' '�..� (NATIVE �MDc � �1P
NOT TO SCALE •��\\ � _ BAS_E- D J IL Its 00
x -
EXISTING �'ECETATION T MAIN - - - - - - - - - - \ON LINE cR£F sf
o� SC E I _ 30� ``�� NO CONSTRUCTION'WITHIN RxPAR AN SE - - '� �k
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ab 3 DMR OVERHAN�T'P Office Building
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carr a.rar ..rrw craw Draw arrear area ora ora aorta arrow craw ..wrr craw metra ora arrrw err � —
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1 PROJECT NUMBER:
ER•
------_----'- ------ _-__"----------------- ------ ----- ---- - -- ------ ---- - ----------------------------------------------------------------
----- ----- 1
9/17/99---------- DATE:
SETBAK
�T IPA \ _ I
_ 50 Fp R _ _ h 1 DRAWN: FONDA
w \ 1 1
_ 1 1 APPROVEn:
\ w IT - i i PLOT DATE: 3/1/01
-----------
----------------------- \ _ --__ - \\ WATER QUALITY POND REVISIONS:
��; \� 1 1 Q propose to aaaa
' —_1�G_arking aces _
\ CR
S0ro -- - _ _ ' ,26
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440 OF_.fr4�-0 +�119fD +
AMENDED C�1T `-- n 9 "" -- - -(.e6• .ao ,.�o -- - ARCHrMC TUBS PL.ANn1N0 WITAIORS
RDCI( YAC AhIENDEL) SOL CEMENT / _-�' - ' _ w,. w.. -- - _ i'_- i-F4Q -- -1!0__!tC ',I,I %, 7W sm. I13RD AVENUE / SUTI'E 200
Jf �
COMPACTED SUBGRADE ••'�,,c r L--- - s/Ir 6 W 404 FDC 1 - ( 7''' ';'fes f.
rYr � ,Y •, I wl" f- _ ___ rVw•.WND. ,JR1.OMN >//iVr�I7 1,I.S.A.
dc? ,M�° !"� Nil '/- b `\ i II i r1 -� WNW rFMIBSf(1N.00►1
° 1- / 1 I KIOwIEur 2Z2-lfil FAX !03
DOI ® ".
r A / x: ( F,i, '10 - ,�,• ji'�- FNOi�:(!00) •( )222-1701
N. N' > / h J► _- r_� 1111
1•. , 1, , YOff EASUI[1I
fWTESk it HIGH EXTRUDED CONCETL CURB i' 18 4" 'sd --�- ` 1 tX SET N EPDXY. PROVIDE JOINTS At __- JL 1•) PROVIDE NEATLY TOOLED CONTROL JOINTS AT W-O. ON CENTER• 2W-O' ON CENTER MAXIMUM. � T.B M 111♦ , 1 , ' 1 1`1 , ��" /
NORTH FLAPIE KILT. f0, FIRE HYERANT. r.,,5, � G � ,;n 1`
ELEV. = 1,14.83 {` w .M ,. i111011Wr1 ALL EXISTING BUIlIbINGS AND
.
1 SIDEWALK SECTION 2 CURB SECTION � Ac � n ENck IAC RT T-JA PER A.R.SEP3 T/ 1 ac DRAINFlELD
•svwl i .'«1 I}V M°5� °\ C, 11 1 111, Aft
0 h 1 T��EI� PER O.A.R. 340-71-185
1.0 C1-1.Ehrg N.Ts. 1.� C1-2.dry N.T.S � ' �� ; 1 E lu ;
/ :1,• W $LINE N HMENT
° RIM 1 �4� 111 I .L6T6 QQQ
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1 M � ,'I Ell 1 �I \ , 11,1 1-';1 tuwrv.;.•JIT ,
ASPHALT CONCRETE 5
PA'�NT, 1 1/2' CLAW C
i ON 1 1/2- CLASS B
PL!•A•�CED IN TMIO 1 IM \ ,r•' •'t; a ` „\ \\
LIFTS
- •• jb
144.
1 � #
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EXISTING BUILDING I 1\ 1
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PROPOSED
J H.P. A u• 139.0
T ' ' UIL.DINGITC
139, a �; , , , Ila: VL.MK Consultlrlg Engineers
0 w_ DEPCTED A NESS ENCROACHMENT FF-144.80 -` TC 1 `+ ,� ���, 1 `�"t;; \' 3933 S.W. KELLY AVENUE
TREE`. POCK WAIT. CIIR
- ASPHALT. TRASH EN'. Oe 'PE .: a BC t3 ++ Ila• ` PORTLAND, OREGON 97201
O SCARffY 3U89tADE A MINIMUM DEPTH OF 12' 44 o 4 4 • 5 1/2- CONCRETE ` r + ?, * ' ,�; \ \1 1503) 222-4453 FAX 248-9263
AND UNIFORMLY BLEND 5X TYPE 1 PORTLAND
CEMENT. THE SDIL/MMENIT BLEND SHALL THEN _ j _ / ��Q Z \ RI 137. ` ♦' ,' /' ?`� \
\ \
BE COIPACIED TO 98B OF THE BLENDS MAO" 4 OF 3/4 0' ,` , ,, ,.�1.,, ,.... � � ,' / ,' „"`"
DRY DENBTY DE1ERISM BY ASTM TEST DESIGNATION _ CRUSHED ROC( � A \
D-NB (STANDARD PROCTpR THE MOISTURE CONTENT
0r THE Blie?D JiHAIl BE MAI -i 11D +2 PERCENT
Or .'$ OPTUIM AT THE TIME IT IS eftrACTED.
e I Cay 1
�d g FIELD INLET2, r \\\
3 PAVEMENT SECTION 4 BUILDING SLAB SECTION 'c � - ,- ---- __. /� . / ¢lam ,,`: , ,� \
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PAVING LANDSCAF "�'�*1 _ b TC 147.8 7- •' 1'i y it t , _-- - /y mift / FLOODNiAY
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µ' ` / /, /' �, ' '' ,' / • /,111 LIN .' `• y, -r,�•? � �,� �i I ,a Y 'TI •1..• /,r},•� ,' II •yr
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,.: � r , + -- - - 11� ' K.:63.N(►IANl �/':.,.. - ,i r l a�l * " ,' .c i; "n .�b';,�' •� '1''
-LANDSCAPE- - - \ Q �- 1 I 100 YEAR •.!{ � 7„FLOOD
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5 SLOT DRAIN PLAN 430 ,� y ,7j ,..• _ __ _
1 O N.LS. 1_,�1 1 plM►'
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'y;+ Ir%'v f, /i• w., ..: •--•---r 1 SOUTHWEST
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(AF 44"r .r.., . ,N,,,,;;- +,,ti,;'; CENTER
A;
t' 'N' ,Il. I �' TItN OF THE SEPTIC TANL/ AND [,PAIN FIELI) I' PEP THE OCCUPANT
EXISTING DRIVEWAY - LEGEND: �"' •'"S,n � I THE L�.� ,
h,N�'�l„i4 ,�N '' U fHE fHEMIj;E`i.
MATCH WIDTH & GRADE .1 ,
THL LOI,A 'HL ./ERGROUNU UTILITIES SH`-WN HEREON ARE PER ILLL`
RIPARIAN �'iBA IR'IT 'N //ii,'>ry •v,�'i
-. ryN hh/, •�, ,,1 Tlt IT. I GCATE CFNTFP, AS-BUILT MAF., 51iPP1 IED RY THF
A INnnununuuuu••66a°a°6•aa••u6 100 YEAR FLA0D PLAIN .ri N4nMN�44ly�i6 i'Ni. I CITY f ill• .. N:YiHWESI NATURAL GA'd.
R W LINE a+•133340 I a>_1 r_1 13.140.1 aa. FLOODWAY BDL�ARY
N'Mhjy4,,IM ,4y // l GUT`" } THE SA:E FLGGD ELEIkTY_N UNE CHOWN HEREON IS FER FIRM
•w w w w w w w w w w w• FUW K PATH EA1DADIT ® N,'y"41 ,p, 1 ' w wa° a•Nnu, "n I• o
, !';0 1 N,e,l Cl7MMI1NIT1'-PAIN/i _.+iF"R A 17,76 0005 !1.
SEE NOTE 4 CONs><11MlC110N F10rO1: • / h,; /�I''f' 'N a
sEwEN EAZE31cM
VA■TRIES "'�i' la. • tl(Ls 6 e Vh•Y 2171
hy,41, /till
SEE NOTE 3 -'�f ,'� l
GRADING PLAN
SEE
Survey Legend:
5' MIN 27. NOTE 3 27
SEE NOTE 2 SIDEWALK �� 1�'ll'' TRCrc. CG = CLEAN OUT F
q,�t4' 40 0 40 BO 120 I I:IU - r�FCIDUOUS -D- - SIC+M DRAIN �k{,ED ED�'�T
n CP = C PAR :ALJ MII = SANITARY f!ANIIOLC
„' :•;'•� I C' -`?- - SANITAPY SFWFR
J A I I 5'� = SENJUOIA
8 +D P >= F'INC
6' 30' MAX 6' -w- = WATER LINE � �
� M MAPLE WV 7= WATER VALVE
10' MIN 0 DF = C DUGLAS FIR FH FIREFHYDF NT
G Al - Al OFF., As AU10 SPRINKLER �� t 4Q
PLAN
GRADING NOTES SITE GRADING 0 AP - APPLE PLP - POWER POLE WITH LIGHT Oq'y J. 0�
LEGEND 27EOA 0 CW = CIDITONW00b c,V = GAS VAI V("
-- w rR - rRUIT G GAS LINE
0 WI - WILL OW ;M = C-AS METEN
1. ALL CRADES SHOWN ARE FINISH GRADES. TILL TO 1-FT BELOW GRADES SHOWN. --------ja4-_.---" EXISTING CONTOUR LINE wx 0 H1' = HG�LY --T- = TELEPi IUNC LINE
3/4" 2. SIDEWALK CROSS-SLOPE IS 0.10-FT FOR 5-FT WIDE WALKS 2. 1� w CATCH BASIN( 04 �� �"�'�+�
NEW CONTOUR UNE IRF-= IRON 1 PIC FOUND PROJECT NUMBER: 99177
3. ALL TOPSOIL REMOVED FROM THE SURFACE IN PREPAPATION FOR GRAOING AND CONSTRUCTION MANHOLE EM = RAMS ?ICAL MEiEF
STREET '�-- 'r,.' �!'ry UTILITY POLE Tr = TFANSrIJRMrR
l: ' IS TO BE STORED ON OR NEAR THE SITE AND PROTECTED FROM EROSION WHILE GRADING DATE: 3-1-0I
Z CUPB
OPERATIONS ARE UNDERWAY; AND SUCH STORAGE MAY NOT BE LOCATED WHERE IT WOULD CAUSE ` E10STN9 SPOT ELEVATION ,w FIRE HYDRANT G - TOP ER
(; = vU?7 ER DRAWN: BMD
\ 6" SUFFIClIT10N OF ROOT SYSTEMS OF TREES INTENDED TO BE PRESERVED; AND AFTER COMPLETION M METER • = SI�oT ELE AI._N
,L �
OF SUCH GRADING, THE TOPSOIL IS 'TO BE RESTORED TO E7(POS1"D CUT AND FILL EMBANKI,IENTS / Npgpyq SPOT
� SPECS v UTILITY VAULT CQNC. - ^(�NCRETF -
(3 4- AGGREGATE OR BUILDING PADS TO PROVIDE A SUITABLE BASE FOR SEEDING AND PLANTING. a LP LIGHT PULE APPROVED: GJB
SECTION A-A (3/4"-0") COMPACTED
EL ELEVATION TRANSFORMER AND �
6" X (i" 10 GA MESH B. M. BENCH MARK 0 VALVE BOX COVER ' TWT = TCPLWALLi,1� )a'r U(HEF?S
SEE NOTE N0. a KEYNOTES T. 0. C. TOP OF CURB UGIT POLE - Fi TOP FiANk PLOT DATE: 3-I-01
_ B. 0. C. BOTTOM OF CURB -- WALL MOUNTED LIGHT < A.7r rI<:c)C ELEVATION
-' - -� M. H. MANHOLE 01' TE - TPASH ENCLOSURE RIPASiONS:
C. B. CATCH BASIN FIRE DEPARTMENT OONNECTION Ail DUCTAL IRGiI
NOTES: �J WATER QUALITY SEED MIX. CONTAINS 2091 CREEPING RED FESCUE AND 80>r ELKA PERENNIAL RYEGRASS W PEDESTRIAN PATH CI CAST IRON 1 3/1 0
SEED AT 5 LBS/1000 SQ. FT. - - `n/ = BU1TTERFLY VALVE PA KING LOT RE_VISiON_
1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS.S. ASPHALT SLOT -__ ROM�TOP ANK/1110LAND
O CURB EACH SIDE (10-FACE TO FA!E CURBS).PE MEDIAN SEE DETAID CURB L 5/0.01 x x FENCE. --
2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. ONTOUR INTERVAL = 1'
3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EOUAL EXTENDING FROM SUBGRADE TO FINISH GRADE.
4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY i V 0 TF:
I,!RVCY' INFORMATION FROM TOPOGPAPIiIC 'SURVEY PROVIDED BY:
WEGDLE R. ASSOCIATES DATED 6-99
(NF 1,'4, NW 1/4, SFC. 13, T.25., R.1W., W.M. GRADING
CIT'( OF TI;ARG, WASHiNGTGN COUNTY, OREGON)
>1CAUE MK PLOT DATES: PLAN
----- - - 11/2/99 13:43.23 ARM +•.�
NO 12 2799 16:27.34 HAT
IMNIfIM P. OItDMS
1/11/ 000 15:7.34 HAT
1/14 2000 11:44.51 HAT
•+�19 .�rl...l -- STANDARD 2/3/2000 8:50.1. AB
.e�'` 13130 a MALL 7 7
101014 +� 1 DRIVEWAY 42 2/4/2000 12:9.45 BMD
CIT" OF TTGARD FAIL /W 004-7107
amour iwRw►6MN 2/9/2000 8:57.31 BMD
2/7/2000 1 .1 M
2/10/2000 10:31.11 BMD
2/22/2000 11:41.12 TC C1601
2/24/2000 9:2.7 ARM 7632 SW 7urfum Rd.
9/18/2000 15:37.18 BMD SIT2000.00001
9/20/2000 13:41-28 KAN 3 of 6
99177c1.dwg 2/28/2001 11:11.22 8MD
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LEVEL�9011EADER ATCH EXPJTNKr GRADE �"xT K IN 140-U N. !« IR.2 S
N 147 21 W. I[arT 1.014 S. C J"wlfT
c w 147 13 E Cuq.4.s, K w 134..7.N carr ISS..2 E �-T.B.M.
cLOls 04.00 ry O CHISELED u TOP CURB. WES' END BRIDGE.
[r1 ,3r.µU. \ vN a CLOT us 7e K ! / ELEV « 140.36' W1FA1w
�._.�_- �._�_ [ H 1]171 N. -
M j �\ 1 M ISO".'
t OUr IS4.be E.
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GENERAL NOTES TVP. -�:
1. SUB-CONTRACTOR SHAD_ !'ROVIDE ALL MATERIALS, E4111PMENT, SURVEYING, PERSONNEL, � � ""�' goo
TRAFFIC SAFETY CONTROL AND AS-BUILTS P.^,r: .�ALL PHASES OF CONSTRUCTICA. F CONSTRUCTION UCTION �/ �►� ��'� - -�00 '�
2. SUB-CONTRACTOR SHALL VERIFY EXISTING ,AND PRONOSED UTILITY LOCATIONS, LENGTHS, ' I /
ELEVATION5 ANP MATERIAL QI.;ANTITIES PRIOR TO CONSTRUCTION.
3. SUB-CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DETERMINA1104 OF UI1UTY V ♦� '���'��
4. PROPERTY UNE BEARINGS AND DISTANCES AS WELL AS SITE AREA I 'r �� .- SOUTHWEST
CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. +/./gN.00 ' 0 � �.�� I I
• ` '' CENTER
REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE ' ' a
TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. ; II Notes:
5. ('.ONTRACTOR SHALL COORDINATE PUBIh; IMPROVEMENTS AND INSPECTIONS WITiI IUNM..`• 0 I I / / f a I I THE LOCATION OF THE SEPTIC TANk AND DRAIN FIELD IS PER THE OCCUP$AT
WASHINGTON N P �."/ / " �^ OF THE PREMISES,
COLD TM 1� -U ~ 6U RPARIM LMACK \ '` / / I I 2. THE 0CATION OF THE UNDER000ND UTILITIES SHOWN HEREON ARE PER FIELD
rr«mnurrn.rru«ruu•nu.«rr"r► 100 1RM FIJOOD PLAIN \ /
6. ATTENTION EXCAVATORS: OREGON LAW REk?UlRES YOU TO FOLLOW RULES ADOPTED BY THE ellall � �. � .. .. ,� • / � � \ MARk INGs at THE UTILITY LOCATE CENTER, A:,-BUILT MAPS SUPPLIED BY THE
CIT/ OF TIGARD AND NORTHWEST NATURAL CAS,
OREGON UTILITY NOTIFICATION GENTLER. THC,SE RULES ARE SET FORTH 1N OAR952-1101-0010 - a 11 MW PAIN EA�JtADI'T / / (-"a11TE•UII 3 THE BASE FLOOD EL`-VATION LINE SHOWN HEREON IS PER FIRM
THROUGH OAR 952-001-0000. YOU MAY OBTAIN COPIES IT THESE RULES FROM THE CENTER - OOM11111RKi11011 n= I 1 30•W" UmrT.rr COMMUNITr-PANEL NUMBER 410278 DOCS e
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BY CALLING (803) 232-1987. IF YOU HAVE ANY QI;ESTIONS ABOUT THE RULES, YOU MAY
CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT
VOT FORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL. 246-6090. I I Survey Legend:
UTILITY PLAN 1' • 40'
7. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING \ / � TREES CO = CLEAN OUT
INSTAILED WITHIN 5' OF THE OUTSIDE OF THE BUILDING /� ® DU = DECIDUOUS -D- STORM DP.NIN
SHALL BE CAST IRON, DUCTILE IRON, SCHEDULE 40 ABS-D.W.V. o CD = CEDAR SAN MH NITAFI! MANHOLE EB PNN`
OR SCHEDULE 40 PVC-•D.W.V. 40 0 40 I 60 120 0 Su SEI:IUOIA -S- SANITARY ;E11V,.R 111 F
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S. PRIVATE STORM AND SANITARY SEWER: PVC 3034 OR ADS N-12 I Q � M = MIAPLE VAN = WATER JALVE
(USE SCHED. 40 PVC WHLRE COVER IS LESS THAN 15-). 0 0 = OAK WV = WATER METER
9. ALL DOMESTIC WATER LINES OUTJIDE OF THE BUILDING
® OF = DOUGLAS FIR FH = FIRE HYDPA.NT
m AL - ALDER AS = AUTO SPRINk.LEP
ALL BE SCHEDULE 40 PVC ;SITE UTILITIES LEGEND SITEUA 0 AP - APPLE PLP = POWER POLE WITH LIGHT
SOIL PARAMETERS FOR RETAINING WALL SYSTEM DE�1PERiWRA ASSOCIATES) I, OW - COTTONWOOD GV = GAS VALVE
10. ALL SIZES OF FIRE SERVICE DOMESTIC AND IRRIGATION LINES �/'SAN- NEW yW-ARy -� BEARING CAPACITY: 2,0110 p$F a FR = FRUIT -G- = CAS LINE p�qY J.
AS WELL. AS WATER METERS AND DETECTOR CHECKS SHALL BE BIDDER DESIGN, lId.1R 0 WL FRUIT
WILLGGA - GAS METER
-- .SAN- NEWEXM37, 'MS WEEARY ■ CATCH BIAMN (1118.) BASE FRICTION: 0.3 o H', = HOLLY -T- = TELEPHONE LINE
11. CONCRETE THRUST BLOCKING SHAH BE PROVIDED AT ALL WATERLINE FITTINGS AS ----- /'Sts - NEW ST,.1lM SEWER -X- = FENCE LINE l• ��
REQUIRED BY WATER DISTRICT STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED - - - /'STs - VMMQ STORM SES + MANHOLE (M.N.) LATERAL EARTH PRESSURE EQUIV. FLUID WT.: 35 PCF IRF = IRON ROD FOUND
EARTH AND CLEAR OF JOIN ACCESSORIES. KAR1140 AREA OF THRUST BLOCK WALL BE E-- NEW ELELIRICAL -,♦- UTILITY POLE IR = ELECTRICAL METER
COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. -E- EX4117 o ELECTRICAL ��«►- ••�••111 •••M•e• TF = TRANSFORMER PROJECT NUMBER: 99177
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A. INSTALL FIRE SERVICE VAULT AND DOUBLE DETECTOR CHECK ASSEMBLY - SEE UF_TAIL 2/C4.01. 0..,•.,11.11.•.(.PtI".1) -
6C RIPARIAN SETBACK ,�„•, .. CI = CrST IRON REVISIONS.
B. COORDINATE FIRE SER,ICE UNE SIZES WITH FIRE SPRINKLER DESIGNER. -- -` " ` FROM TOP 9ANK/WETLAND ,wG ;,••��, t--e, BO = BLOWOFF
C. PROVIDE SUMP PUMP (I.E. GRUNDFOS MODEL BOSS 200), PROVIDE PIPING TO APPROVED BF-1 = EUTTERFLY VALVE Q 3/101
x---x FDOCE. M.M.11.. N.I.e..u..s.P.,.- PARKING LOT REVISION
DISCHARGE LOCATION. Zr� M...M. ':�.N.:1�' 1....I.M.
D. PROVIDE (2) 1/2' DIAMETER CONDUITS FROM FIRE VAULT TO ELECTRICAL RbOM LOCATION. w...l, CONTOUR INTERVAL = t'
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E. COORDINATE WITH ELECTRICAL CONTRACTW'K? TO PROVIDE SEitVICE TO SUMO PUMP. (.,,f.,..,..w.,
F. PROVIDE TAMPER SNATCH IF REQUIRED BY LOCAL JURISDICTION. 2� 2.85 12� 2.85
0 1 1/2' DOMESTIC WATER METER - SEE DETAIL 3/C4.01. 4 EMERGENCY - _ NOTE.-
0 DOUBLE CHECV AND 2' IRRIGATION METER - SEE DETAIL 4/C4.01 SPILLWAY Gra+i1�61W1a/ �SURVE)' INFORMATION FROM TOPOGRAPHIC SUPVE r PROV1uED B r; _
CONSTRUCT 6' ,`!A. PERF. PIPE SURROUNDED WITH 2- DRAIN ROCK. TOP OF BERM PRE►ABRICATED LL COMP NENTOIAcIf 1
GQoS�anda�ds GRAVITY HALL COMPONENTS WEDDLE 6c ASSOCIATES SATED 6�-99
W.S. M 139.24 ••a... I ,_.u. , r1 ., (NF 1/4. NW 1/4. SEC. 13, T.25.. R.10. W.M.
CONNECT PERFORATED P;?E TO STORM DRAIN, ----- ---" -- --- ,.rw-� ---- ,-- -, CITY Of TIGAPD. WASHINGTON COUNT., OPECONi
NTH APPROVED, ACCESs4BL.E BACKWATER VALVE. EMERGENCY OVERFLOW -, � -�1 - �:
MIINPAUM ?...5' DEPTH FROM FINISHED GRADE OF DRAIN RM. W.S. : 138.70 \
Q OIL-WATER SEPARATOR - USE UTILITY VAULT ?•25-SA OR APPROVED EQUAL_ ' _ RETAINING WALL SHAu_ BE BIDDER DESIGN AND CALCULATIONS SHALL BE SUBMITTED TO THE UTILITY
POND DESIGN •'(' `' ' fr-, -!, BOTTOM SPILLWAY ENGINEER OF RECORD FOR APPROVAL PLAN
O CLEANOUT - SEE DERAIL 2 THIS SHEET. 25-YEAR OVERFLOW _ ` IN.S. - 138.25 WALL DESIGN SHALL BE DESIGNED TO ACCOUNT FOR A 2-FT TRAFFIC SURCHARGE ABOVE TOP OF WALL.
Q7 GAS SERVICE LOCATION. OUTLET STRUCTURE SEE PLAN FOR TOP OF WALL ELEVATIONS.
Q EXFlLTRATION TRENCH (12" PERF. PIPE W/ PERFORATIONS ScT AT TDF') W S. 137.25 FILTER VLMK PLOT DATES:
FABRIC 6 PERF. PVC DRAINAGE PIPE SHALL BE 71GHTUNED BEHIND WALL (S-0.005) AND SHALL )AYLIGHT 1/14. 2000 11:55.28 HAT
SEE DETAIL 1, THIS SHEET. 9" MIN. THICKNES'S TO WETLANDS AS SHOWN ON PLAN. 2/312000 9:30.1 AS
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la \ r` u..z. ' � ,«• .1, 5' �-". ---- - I:L t 'i' ii r'� t- � r 11• r .!.�� '��'.
'1��. . .\� -• -✓A.1 � fel 'j,.l�.�:i,,•L�--. .�r� •fJ
FILTERED ,,.. ' .�•P } ♦'� 'i�,' ,' R� -- - -- -- ' ,�''�-�-ti+�= °' _y; ;- ,
WATER Y��� �` ' ♦ .,' �WAq - .�.
OfT ' ' I ' � "',
CTI \`'Y4S 3 i w t•' I r -TMS ,"'j?+� " , 4/MR _ __ a •
SIDE VIEW ,,� �_ �� . ��a. ' 1 , " .. :;'. :-.• _ _.�=-
it
,I'•, \ 1 1, 1 I r '. •�' -- ..
LL
2 INLET BARRIER „•a '� "� __-'
Notes:
1. THE LOCATION OF THE SEF'Ttc TANK ANL~ DRAIN FIELD 6 PER THE rICCUPANT
OF THE PREMISES. SOUTHWEST
R'AR1AN �nAas h A/ 2 THE LOC:AfION OF THE UNOLHGYJU
KND UTIL TCI :•HUWN HLHb!N AHE HLK FIELD
•!1
•nnnnnnnn.nnn.nuanuannl 100 xAR �AkMFLM �� - •' MAR01Wn nLf T141' UNITY I i.,CATr Cf NT(P, AS-RU,I T MAPS ;UPFI Irn R'r TIIF ENTER
w ftb~ ARY ®i ♦ „' / cir, OF T16APr,' AND NORTHWEST NATLPAL GAS
• M �'• FU7= PAIN EAt OAM • `' 1 1 .) THE 6A$E FLS?,lU ELEVATION UNE SHOWN hEPE,JN 15 PEP FIRM
---IH-If-)1-- OWNINI M FEWiE CGMMr IFSE FLOOD LEVATI NUMSEx 1 IOi'6 0005 8
i, r, :,s
ANG E BOTH ENDS OF FUER FABRIC ' � Inv uxllvn
FES TO ASSURE SOX 14 TRAPPED w ; ��'w,. Vi "3,
Pact
't4i kNl
! It S'
iv. �j1'n7 I
Nl L, r /
elff / I I
N�ACKED 2" ■ 2• WFfDIF kIASS)UTATF pATI'D15U(9gAFHIC `_:UHVCr PPtOV1ULU UY _ _;.. EROSION CONTROL PLAN ,• •• 40'
AND ATTACH (NE 1/4, NW 1,/4, SEC. 13, T.25., F'.1W., W.M. I
TOP VIEW CITY OF TICARO, WASHINGTON COUNTY, ORECON)
FILTER FAMdC MATERIAL `�1 0WF fri
EROSION CONTROL PLAN - STANDARD NOTES ERO-NOTS I. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO STANDARD NOTES FOR SEDIMENT S p
•'a.• S MEN FENCES:
'�
••,, "'•,':"•'!'�''• ACCUMULATE 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 P�/PIr 8�E
(FROM TECHNICAL GUIDANCE HANDBOOK, REVISED FEB. 1994) THF CLEANING OPERATION SHALL NJT FLUSH SEDIMENT-LADEN TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN
WATER INTO THE DOWNSTREAM SYSTEM, JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER
I ,
A. ALL WORK UNDER THIS PERMIT WILL REQUIRE SITE EROSION CONTROL IN ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND , ,p
' J. STABILIZED CONSTRUCTION ENTRANCES SHALL. BE INSTALLED AT THE
1�--••- -----------------------� � -- COMPLIANCE WITH ALL PROVISIONS OF OAR 340-41-455. SITE EROSION BOTH ENDS SEf RELY FASTENED TO THE P05T, OR OVERLAP 2" x 2"
CONTROL PLAN TO BE APPROVED AND CONTROLS IN PLACE PRIOR TO BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF POSTS AND ATI ;H AS SHOWN ON DETAIL.
d" MAXNAUM SPACING ' ' CONSTRUCTION. THE PROJF_CT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE PROJECT NUMBER. 99177
1I ' THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE 2. T?IE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE
` FRONT VIEW B. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL. (ESC) Pl_AFI DUES PROJECT. --
CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A DATE: 3.1-01
_
NOT CONSTITUTE AN APPROVAL OF PERMANEN? ROAD OR DRAINAGE MAXIMUM OF 6 FEET APART AND DRIVEN SLCURELY INTO THE GROUND A
2. BY 2' FTS OR PNS POS, DESIGN (E.G.. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, K. THE FOLLOWING STANDARDS SHAD_ APPLY WHEN CONSTRUCTION ACTIVITY MINIMUM OF 18 INCHES.
CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) IS PROPOSED IN AREAS WHERE VEGETATION IS TO BE PRESERVED. DRAWN: BMD
EQUALA L � �� � 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6
EQUAL ALTERNATE: :?EEL C. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, 1. TEMPORARY MEASURES USED FOR INITIAL EROSION CONTROL SHALL NOT INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE
FE'S POSTS - MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC BE LEFT IN PLACE PERMANENTLY. T
COMPACED ALONG THE APPROVED:
INSTALLATION SHALL BE BACKFILLED AND
FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR 2. WORK AREAS ON THE IMMFUTATE SITE SHALL BE CAREFULLY IDENTIFIED AND GJB
"TOIED
LOOPS UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND MARKED TO REDUCE POTENTIAL DAMAGE. TO TREES & VEGETATION. ENTIRE DISTURBEU AREA.
INBTALIEDON UPPHIL USE S71170*,D LOOPS VEGETATION/LANDSCAPING IS ESTABLISHED. 3PLOT DATE: 3-1-01
. TREES SHALL NOT BE USED AS ANCHORS FOR STABILIZING WORKING EQUIPMENT. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE
SIDE OF SLOPE OVER 2• X Y POSTS DURING CLEARING OPERATIONS. TREES 4c VEGETATION SHALL NOT BE PERMITTED MANUFACTURED 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 OUTSIDE THE WORK AREA. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HIL- SIDE OF THE REVISIONS:
FILTER FABRIC BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING 4. IN AREAS DESIGNATED FOR SELECTIVE CUTTING OR CLEARING, CARE IN FALLING SLOPED AREA.
MATEMAL- THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE AND REMOVING TREES AND BRUSH SHALL BE TAKEN TO AVOID INJURING TREES
BURY BOTTOM ��//�� + FLAGGED CLEARING LIMITS SHALL BE PERMITTED. 111E FLAGGING 3�1 Ol �A
FXTER MATERIAL // - SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE AND SHRUBS TO BE LEFT IN PLACE, 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED PARKING LOT RE�ISI(NJ
5. STOCKPILING OF SOIL. OR SOIL MIXED WITH VEGETATION, SHALL NOT BE THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN _ _
N B• BY a TRENCH �/� DURATION OF CONSTRUCTION. PERMITTED ON A PERMANENT BASIS. PERMANENTLY PROTECTED AND STABILIZED. _
10OMPACT ALL AREAS OF \�.,\ E. THE ESC FACILITIES SHOWNALL CL ON THIS PLAN MUST A CONSTRUCTED CTED IN L. MMERE NATURAL VEGETATION HAS BEEN REMOVED DUE TO THE PROFO',ED GROUND 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY
\��� CONJUNCTION HATH ALL CLEARING AND GRADING ACTIVITIES, AND IN
Ir
SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN DISTURBANCE FOR THE SANITARY SEWER CONNECTION IN THE FLOODPLAIN, EROSION APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT
WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE CONTROL PROVISIONS OF 1TiE SURFACE WATER MANAGEMENT PROGRAM OF WASHINGTON LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS
SIDE VIEW MIKAPPLICABLE WATER STANDARDS. COUNTY MUST BE MET, AND AREAS NOT COVERED BY STRUCTURES OR IMPERVIOUS SHALL BE MADE IMMEDIATELY.
SURFACES WILL BE REPLANTED WITH NATIVE VEGETATION.
F. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMU'A M. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CLEARLY MARK THE EDGE OF THE
REQUIREMENTS FOR ANT1C,rATED SITE CONDITIONS. DURING THE OF THE 100-YEAR FLOODPLAIN OR THE 50-FOOT RIPARIAN SE119ACK, WHICHEVER IS
3 SEDIMENT FENCE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS GREATER, ON THE SITE WITH CONSTRUCTION FENCING TO ENSURE THAT THE SENSITIVE
NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT LANDS AREA AND WATER RESOURCE AND BUFFER IS MAINTAINED FREE OF DEBRIS AND
AND SEDIMENT-LADE4 WATER DO NOT LEAVE THE SITE. --�
.O � �� N.T.S. DISTURBANCE. IN NO CASE SHALL ANY ABOVE OR BELOW GROUND WI)RK OCCUR IN THE
FLOODPLAIN OR THE RIPARIAN SETBACK INCLUDING GRADING OR FILL, OTHER THAN THEAPPUEROSION
G. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE SANITARY c' WER CONNECTION SHOWN ON THE PLANS. A PORTION OF THE PROTECTIVE
THEIR CONTINUED
AND MAINTAINED AS NECESSARY TO INSURE CONSTRUCTION FENCING MAY BE TAKEN DOWN TO ALLOW FOR THE WORN. ON THE SANITARY
THEIR CONTINUED FUNC710NING. SEWER CONNECTION, BUT SHALL BE REINSTALLED FOLLOWING COMPLETION OF THIS WORK CONTROLPLAN
H. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND UNTIL THE COMPLETION OF ALL CONSTRUCTION ON THE SITE.
MA,INTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS N. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK DURING CONSTRUCTION AND NOTIFY VLMK PLvf DATES:
FJLLOM"IG A STORM EVENT. 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 LOCATIOIJ OR IMPAC r5 OF THE SANITARY SEWER LINE DUE TO SITE CONDITIONS OR 11/2000 13:34.26 HAI
OTHER CIRCUMSTANCES, 1/12/2000 9.3.1.10 HAT
2/9/2000 11:51.22 TC
2/10/2000 10:35.18 BMD C3
2/24/2000 8:37.59 ARM 7632 SW Du"m Rd.
3%16/20000 111:1 44 TCC 5 of 2000 00001
-9177C3.dwq 2/28/2001 11:17.3 BMD
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CITY WATER DEPT STANDARDS PLUMBING CODE
12' BEHIND SIDEWALK
THRUST BLOCK CITY APPROVED OR BEHIND CURB
BACKFLOW DEVIC FLANGE COUPLING WHEN NO SIDEWALK oc
RE'fAINE.t GLAN� ADAPTOR FL.BTCMF.Utk AYO'TTE,P.C.
- -- 1 wuVIIIIfIIL v PLAMMM w'naioas
1.� 2' OR 1 1/2' 706 S.W. 'nmM A•.=+ve / SUrM Soo
p TOP OF POND EL- 13920_ FLOW 12' MIN ME I ER W KOTLAwor ORROM P•►w4-2417 11"
- F- rliOPi(!p)lil-IN! )RAX:(!00)111-1701
- WWWJ9AD■G2 AMIM
a
MCUA FLG FIRE DEPARTMENT
SLOTTED GRATE DETENTION VOLUME FLG OR EQUAL CONNECTION
(TYP? CO , ,t•,�
-'
' iOPTIONAL AT THIS t
_ 25-YR otiERFtow ELEVATION 137.21 OSHA APPROVEL LADDER MI J 24' MIN LOCATION
a' TREATMENT SURFACE ELEVATION 135.90 WITH ALUMINUM LADDER
�+ EXTENSION BY UTILITY 2' FLG r. COMPRESSION ANGLE
VAULT - - TO IRRIGATION
WATER QUALITY VOLUME CONTRACTOR TO SEAL ALL
• •� � STOP ( ITS 1 1/2 APPLICATIONS)
4-
ADS ? OPENINGS IN VAULT WITH
PLAN NON SHRINK GROUT PRIOR MJ X TAPPED
• • 2' TEE
POND BOTTOM 13+.00 TO BACKFILLING
_ _ . ' TO RESIDENCE
r
12" STORM SEINER �+ � � I `_ 3' MIN. 6' MAX. ARVN TO CURB DR J' ? T c E K
IE OUT 133.0
= +11 GROUND LINE COPPER PIPE
;.1
1/2 CU.YD. ------_.., DAN I sHT
PLAN
t: t T 3/4- rAAIN ROCK
.' s : - - --- --
�---' DOUBLE CHECK
3.3"e DETENTION ORIFICE o ► 1" 41EEPMOLE T ON OPENED MITER BOX
3' MIN CLEARANCE
- MAIN LINE VALVE ASSEMBLY
OS&Y VALVE COPPER BENDS
Ali '. MEGA FLG OR EQUAL AS NEEDED
INLINE CHLCK VALVE 'N'
SUMP 2' MIPT X COMPRESSION CORPl\� 1�' - 18'
(SUPPLIED BY THE CITY) ,.�.
CONTRACTOR TO INSTALL RODENT l
IVA .. �•r CONCRETE BALLAST 3 CU. YD. SCREEN .L
MIN. WHERE FLOODING OR 6'
HIGH GROUNDWATER EXISTA
DRAIN TO DAYLIGHT DR AMi Consulting Engineers
INSTALL SUMP PUMP 1' UNION EACH SIDE3933 S.W.
a•-o" CONTACT CITY FOR NOTE t. � � ` PORTLAND,KELLY rJ?EGON N�9720!
ELEVATION PUMP SPCCIFICATIONS
WATER QUALITY ORIFICE _ 3-_0-
O-a" DIAMETER IE 13.1.5 1, CONTRACTOR TO INSTALL MJ X TAPPED 2' TEES AT 90' ANGLES TO METER CRUSHED ROCK BASE- ELEVATION (503) 222-4453 FAX 2248-9263
LOCATIONS. HORIZONTAL a 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 BOTTOM INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). 1. DOUBLE LHECK TO BE LOCATED DIRECTLY BEHIND WATER METER.
UTILITY VAULT OR aE DILCO DDDR OF DEVICE
SIZE WITH F.DC. WITHOUT ',.D ok 'EOU& 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 qUAUTY&ETENT1ION OUTLET STRUCTURE 4 676-VA 577-VA J-SAL 4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATIONCOCKS IF BELOW GROUND INSTALLATION,
4.0 •� 687-WA 67 -VA J_SAL
3106-LA "7-WA 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION,
10 To6-_LA -LA -AD- AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS
■
CITY ENGINEER APPROVED EQUAL FOR INSTALLATI7N.
/\ Mw■I�w �
NO SCAM1 ---- ---AwMr as 11p so" .w■owa R NO SCALE
/ ■+��� ASUuI P. sum" DOUBLE CHECK DETECTOR i �a�ArRrraT AawTM P. 0YOY1e orvrmralo O�Arrnrorl A0LWW P. ouous
Is to m 0= r�as W"a0a �•>,as wu u.c
.R.. DI11o. in �,,.,M, 2 & 1 -1 2 ora - IRRIGATION DOUBLE . „,o.
Ism 11" � u� VALVE ASSEMBLY "'""' °"w"In t� WATER SERVICE �,
---
CITY� GARD w10�w
CITY OMD aim" ���` CITY OF TIGARD ��•
533 ° ...-?W 521 tea , � 1•» CHECK ASSEMBLY 531
ORA■1 Appwft*Am
2 DOUBLE CHECK FIRE VAULT
• THICK30, 000 P9 GRAY IRON. 4.0 - 3 DOMESTIC WATER SERVICE 4 IRRIGATION DOUBLE CHECK
24.0 •'�+ "�
HEAVY D,UTY CAST IRON GRATE. .
F 2' x 2• x 111r ANGLE AROUND TOP WITH
2- 1/2• DIA. X r STUDS EACH 9DE
(a STUDS TOTAL) RIM ELEVATION
SEE PLAN
I _ `20, SIDEWALK ADJACENT TO CURB B�
PE INVERT � 18' CAST IRON 910
$EE PLAN VALVE BOX TO PERF.
' 18, BREA;< ;I-ANGE SIDEWALK SIL DRAWING NO. 160-ST
N MIN 6' MAX. A A FOR FRAME AND GRATE
L TRAP WITH 40
4 CLEMOUT PLUG
" 1 112'���`3%4' DRAIN R
240
NOTES
TAR PAPER (MOISTU A.) CATCH BASIN DUCTILE IRON PIPE
TO BE CONSTRUCTED OF PRECAST CONCRETE RESTRAIN ALL JOINTS W/ T �t�I�
B.) OIL TRAP CLEANOUT LID TO BE HINGO OR BLOCKED TO SO V l I1 vY L�T
'FIELD LOK" OR EQUAL GASKETS
PREVENT LID FROM REMAINING IN OPEN POSITION. �
C.) CAULK PIPE TO CAULKING HUB. PERF.
�.� ,A,. -.. -. - e PLAN CENTER
D.) SET CATCH BASIN ON H" THICK COMPACTED CRUSHED _
ROCK OR SAND BASE. / 6' MEGALUG RETAINER
GLAND (EBAA IRON)----'
F.) DRILL 3- 1" DIA. HOLES IN TOP OF BASIN EACH SIDE CONCRETE PIER 6' CATE VALV 12" INLET PIPE
E.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. BLOCK FLG. x M,J, --
y MIN 10 O '
SIDEWALK WITH PLANTER 2.0' L M.J. x 6• rLG. TES
5 CATCH BASIN STRIP AT CURB • 12" 12"
! •b.Ap Nis �- SIDEWALK Put' ° PrlrpE <x
4A 3' MIN, BREAK FLANGE
- MAX,
NOTE•
I. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 1/4 II '"'
A. OIL RESERVOIR
MVO 3 FORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLD ING, s.�T �g, _ „� 7
-1 I`
z 3 e'
B. BRONZE ACTUATION NUT Br
C. BRONZE SEAT RING SECTION A-A SECTION 88
Nom-•SC7W
IM tAL,/ D. WEATHER SHIELD CAP NOTES: J.
E. SAFETY SLEEVE COUPLING
PRO OVE NEAT, STRAIGHT LINE MMERE F. THREADED NOZZLES WITH '0' RINGS DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478
MAT HNG EXISTNIG PAVEMENT, TAO( G. NATIONAL STANDARD THREADS
Eit'/� /r s/
AND SEAL EDGES 2. SAFETY CHAINS TO BE REMOVED, 8" OF 3/4- COMPACTED BASE MATERIAL
3. COApACED 7HKX1ESs A"ALT 3. HYDRANTS TO BE PAINTED USING R--1317 SAFETY YELLOW OR AN ALTERNATE APPROVED DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED PROJECT NUMBER: 99177
E)I1sTN10 PAVEMENT - CLAeg 'S' BY DISTRICT FIRE MARSHALL.
4, HYDRANT TO BE INSTALLED TRUE AND PLUMB. PRECAST = MINIMUM WALL THICKNESS TO BE 5"
MOUND EXCESS NATIVE MA1T7tlAL OVER DATE: 3-1-01
SECTION TRENCH In ALLOW FOR SETTIEANT. 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT, REINFORCEMENT TO BE RESAR MEETING ASTM A615 GRADE 60 OR WELDED
6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. WIRE MEETING ASTM A497 DRAWN: B11�
7, VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO, 503 OR AS APPROV .D _
BY ENGINEER.
AMEN= SOIL
12' CEMENT �' 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS.
APPROVED: (1J8
PER SOIL REPORT C ANAAMW q - DITCH INLET unified-- PLOT DATE: 3.1-01
PIPE As l+EOFTED
IREPORT / A� P.
0°OY" FIRE HYDRANT scA� AREA DRAIN TYPE 11 040r
TO K SHOWNi R~w~ �►■m.I ONO. ND r RFVISIONS:
Ims as w►►woo (MODIFIED)
COOS REOUNED COVER >�e a m P'" INSTALLATION C DRAWING NO. 250-ST
CITY OF TIGARD `AKM ' w 1M� 542 - `- TNO HIS SHEETS
COOS REQUIRED BEDDNIO mom A>twa rIs wt aun."aa a 0"w"NOW ftw+:
6 FIRE HYDRANT ASSEMBLY 7 DITCH INLET FOR EXFILTRA110N TRENCH - -
xI.D. * If W-0 " 4.0 REVN.ET Nis
so UK - --
Kamm
I. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SMALL NOT HAVE
PANtME SZE ORI:AIER THAN 10 NIMH r of THE RPE OR THE
SUS-CONTRACTOR HAS TIE OPTION TO USE GRAVEL BACKFILL PIPE
1111FDONO 0WORMING TO 9-0312
CIVIL
TRENCH BEDDING de BACKFILL
DETAILS
NTS
VLMK PLOT DATES:
123 99 10:38.8 BMD
1/11/2000 9:18.38 HAT
1/11/2000 13:57.7 HAT
1/11/2000 13:58.7 HAT C4001
2,'9[2000 8:23.:4 BMD 7612 SW Durham Rd.
2/16/20110 10:27.49 BMD erT20004K%t
9V77C4.dwq 2/28/2001 18117 .48 BMD 7.46 ARM0a
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