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HomeMy WebLinkAboutPAC RIM Partition (Bonita Road) --� SW Jo Ct ?y PROJECT INFORMATION PAC R1111 PARTITIONa� o JURISDICTION: CITY OF TIGARD SW McDonald St. SW Char Ct 040 °lz, MAP & TAX LOT: 2S112BC-1300 SW Whiteso Ln .o SW El se Ct i S� OAo • PROPERTY I.D.: R511761 3-LOT PARTITION IMPROVEMENTS OF PARCEL 2 OF RECORD OF SURVEY #30,297 �fo SITE LEGAL: DURHAM ACRES, LOT PT 70 L OCA TED IN THE NW 1/4 OF SECTION /2, T. 2 S. , R. I W. , W. M. , C/ T Y OF T/GARD, BONI PROJECT AREA: 0.64 ACRES ,` \o SW Grteenward Ln. LOCATION: 8200 SW BONITA ROAD BENCH MARK WASHING TON COUNTY, OREGON - TIGARD, OR 97224 > sw Inez St 4 SW BOnit Rd. � ELEVATION PER GPS STATION DESIGNATION GC_022-014, AND STATION CASE FILE No. MLP2006-00002 SW Bonita d• - DESCRIPTION OF 'SSE COR DLC 39', SECTION 12, T2S, R1W. STATION IS V V CURRENT ZONING: R-4.5 A 2" BRASS DISK SET IN A CONCRETE SIDEWALK, AND LOCATED IN THE SIDEWALK AT THE NORTH SIDE OF THE DRIVEWAY AT 14576 SW 83RD n g SW P ebrook St SITE Q SURVEYOR: HALE DESIGN SERVICES COURT, 1.8' EAST OF THE FACE OF THE CURB. ELEVATION = 185.50 y n g STEPHEN C. HALE, PE/PLS INT. FEET (NGVD 29 ORTHOMETRIC ELEVATION) DRAWING INDEX 1 8 2 s › cn CITY OF TIGARD - GENERAL CONDITIONS CITY OF TIGARD - WATER CONSTRUCTION NOTES D I> 5 1 COVER SHEET D 1. The City's standard specification for traffic control is "Manual on Uniform Traffic Control Devices For Streets and 1. An estimated 12 percent of the water system cost must be on deposit prior to beginning construction on water lines, eo g Highways", U.S. Dept. of Transportation, FHWA, 1988 Ed. and to receive a TPW (City of Tigard Public Works, Water Division) stamped approval on construction plans. $W Reilin� St' 2 EXISTING CONDITIONS MAP to 2. Traffic control shall be provided for by the contractor in accordance with the City's standard specification and, also, in 2. The contractor shall maintain one set of TPW stamped approved plans on the construction site at all times. D D accordance with a City (job specific) approved traffic control plan. A copy of the approved traffic control plan shall be s 2 a s available at the work area. 3. Curbs must be in place prior to installation of water mains within new subdivisions. 3 IMPROVEMENT PLAN & PROFILE SW Sather St 3. Public roadway shall not be closed to traffic, at any time, without having first obtained written approval from the City 4. Notify TPW, Water Division, 48 hours prior to commencing construction to schedule a pre-construction meeting. 4 - \ ..- Engineer. The permit holder is responsible for provision of timely notification of traffic flow disruptions to area wide Telephone 639-4171. STANDARD DETAILS D k /SW Lodi in S Kenton li Emergency Services (Tigard Police Dept., Tualatin Fire & Rescue) and to Tri-Met and Tigard and Beaverton School District. d% 5. All work shall be in accordance with AWWA (Americon Water Works Association) standards. 5 STANDARD DETAILSit 4. Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an SW 82nd PI �° advance notification sign at each end of the construction area 72 hours (min.) before initiation of construction work. 6. All work will be inspected and approved by TPW, Water Division. SW Pippen Ln SW Ashford St 5. Access to existing properties shall be maintained at all times, including normal delivery service and mail service and if 7. All pipe and fittings shall be ductile iron, cement-lined, of new manufacture and made in the USA. Pipe shall be T1 not, shall be cause for work stoppage until effective access is established. "Tyton Joint Ductile Iron, Class 52. All fittings shall be MJ (mechanical joint) unless otherwise specified. TREE PROTECTION & STREET TREE PLAN 6. Traffic control devices, flagpersons, etc., shall be in place prior to initiation of construction work and shall be 8. Cover for all water mains in street and rights-of-way shall be 36". Backfill shall be ?"-0" gravel. VICINITY MAP effectively maintained. 9. All valve-operating nuts shall be within 36" of finished grade, otherwise valve operating nut extensions will be required. N.T.S 7. No work will be permitted during the hours of darkness, nor between 9:00 p.m. to 7:00 a.m., Monday through Friday nor between 9:00 p.m. to 8:00 a.m. Saturday, nor between 9:00 p.m. to 9:00 a.m. Sunday. 10. Poured concrete thrust blocks of at least eight square feet of bearing surface ore required at each tee, cross, and bend locations (see details for minimum bearing areas). 8. Minimum travel lane width shall be twelve (12) feet; pedestrian travel shall also be provided for. = = ^ r- `-- 3= `-- '-" := r- �_ �_ t� C 11. A 4" x 4" x 8'-0", pointed blue, shall be installed in front of every 2-inch water service location, and remain there ii- r- �- x_sp x-SD x-sD =711 9. The City reserves the right to odd to or modify traffic control requirements as may be necessary to effectively control until the water meter is installed. All 2-inch water services shall consist of a MJ x 2" IPT tee and 2" IPT x 110 traffic and to assure public safety. compression fitting as manufactured by Mueller Company. 10. Before initiating any construction activity, the permit holder shall contact the City's private Development Review 12. Fir hydrant assembly consists of a MJ x 6" Flg. (Flange) tee, 6" Flg. x MJ gate valve, 6" MJ x MJ holding spool, and SW BONITA ROAD REMOVE EXISTING CONCRETE DRIVEWAY Engineer, (#639-4171) to establish a place, time, and date for a pre-construction meeting. a Modern Mueller Centurion fire hydrant, A-442, 6" MJ, 5-1/4" MVO, 3-port (2-234" NST hose connection, 1-4JX" NST APRON Sc REPLACE W/ STD. DRIVEWAY pumper), 1334" pentagon operating nut, opening left, color: yellow; Approved Equal: Mueller Centurion A-423, Woterious I 0 _ COV DWG. NO. 142 - 11. The permit holder or his contractor shall notify the City's Inspector at 639-4171 twenty-four (24) hours prior to Pacer 6790, Clow Medallion - �0 0o- - r - commencing work, twenty-four (24) hours prior to any staged inspection (see attached listing) and after completing work - EXTG. 3/4" SERVICE `E covered by the permit. 13. Each fire hydrant shall be installed upon a pre-formed concrete block with 1 X cubic yards of crushed 2" - ?" drain - ---�- I METER FOR LOT 1 rock. Tarpaper will be laid on top of the drain rock to separate the rock from earth cover. NEW WATER SERVICES UPDATED TO 1" BY COV EXTG SSMH copy permitcopy approvedplanx-8"w INSTALLED BY COV 12. A of the and all attachments, and a of the construction and all amendments shall be RIM=183.46 available at the work area. All work shall conform to the permit terms, conditions andprovisions and to the Cityx-a"w x x-s"w x-,"wFL=179.36 14. All sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall be encased in a reinforced x-s'w X-8"W - approved permit plans, and approved plan amendments and to the City's standards and specifications and to these concrete jacket 6" thick for a distance of 10 feet on both side of the crossing. Where crossings are necessary, they EXTG SSMH 1 X-8" x-e"w General Conditions. Changes to any of the aforesaid must be approved by the City, in advance of work performance. RIM=184.23 /EXTG. 8" SS must be made at approximately 90 degrees with at least 18" of separation below the water line. x-ss T -- ,. •.. ,, - �z f�-- EXISTING STORM DRAIN FL=178.4 ,,_ _ 13. Maintenance of the work area and approach roads is the responsibility of the permit holder. The work area and - :` ' `~.`' .! 1 ` - -= < 15. All mains with a static pressure up to 100 psi (pounds per square inch) shall be tested at 150 psi for 1 hour with a ♦ ,;1q . . .', S x-ss>-+ approach roads shall be maintained in a clean condition, free from obstructions and hazards. A copy of the permit maximum loss of 5 psi. Water mains with a staticpressure renter than 100 shall bepressure tested at 1.5 times ! 1 -08'42 2'0, E a .57 , `� holders Certificate of Insurance shall be available at the work area. the static pressure fr 1 hour with a maximum loss f 5 psi.g psic tom-« ` ' _ 1 (( ♦� �' -- '_ 'Q 4 ° z,< If' o �" 14. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly 16. Upon satisfactory completion of testing, the new mains and connections to existin mains shall be cleaned and prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order P Y P g' g _ - �-� Ya 1 •I I O ° flushed with potable water prior to disinfection. Flushing velocities shall be at least 2.5 feet per second. Disinfection ° _ �f� 4 �♦0• u immediate clean up and stoppage of work to accomplish clean up. r co I I .JV� shall be in accordance with AWWA Standard C651-92, the State Health Division and City requirements. The continuous ° N�.gi�♦-.. 15. Effective erosion control is required. Erosion control devices must be installed and maintained meeting the D.E.Q. feed method of disinfection shall be used. Disinfecting mixture shall be a chlorine-water solution having a free chlorine - 1'x, N88'42'20"W 95.79 requirements. The Citymayat on time order corrective action and stoppage of work to accom lish effective erosion residual of 40-50 mg/I (milligrams per liter). The disinfection mixture will be prepared by injecting a calcium/sodium I q YP �� 72.73 ( 1 i *- control. hypochlonte and water solution into the pipeline at a measured rote while fresh (potable) water is allowed to flow through I j x _,` the pipeline so that the chlorine-water solution is of the specified strength. Treated (chlorinated) water shall be retained EXISTING HAND 'I "' 51516 38 W 15' _ 16. Property disturbed b construction activity shall be seeded with a standard grass mix; shrubs, flowers, barkdust, in the pipeline Ion enough to destroy all nuns ore-formin bacteria. Typical retention period is 24 hours. At the end of ♦ / -_ P Y Y Y 9 P P 9 9 Y P 9 YP P DUG WELL TO BE � !I � � y.27' -� \ �\_ tri ' existing signs, pavement markings, mailboxes, etc. shall be reestablished, reinstalled or replaced, with like kind and the 24-hour period, the pipeline is to have a free chlorine residual of a least 10 mg/I. After satisfactory chlorination, ° ABANDONED l',.. I CO 8" PVC SD SDCO 1� nmaterial. flush the water from the line until the water throughout the pipeline is equal chemically and bacteriologically to the C] (♦ `'' ' I �� -.7„,.__ lJ Q ♦ (PRIVATE STORM DRAIN SYSTEM • $ �� permanent source of supply. �' ) 8" PVC . _.z- 17. Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that , �; 2.5' SDCO\i - _ _-` adjacent private property, public property and the receiving system is not adversely impacted. The City may at any time Dispose of the disinfection water in an approved manner. Do not allow disinfection water to flow into a waterway without 1 8" PVC SD • N _ `� order corrective action and stoppage of work to accomplish effective drainage control. adequate dilution or other satisfactory methods of reducing chlorine residuals to a safe level as mandated by DEQ. After o I _N 1 TIN � ` `' / disposal and flushing of the disinfection solution, there will be another 24-hour retention period prior to bacteriological Q �� Q 8" PVC SD �� m X 12" PVC +: 18. Excavator(s) must comply with O.R.S.757.541 through 757.571; excavator(s) shall notify all utility companies for line testing. Bacteriological tests will be token by TPW. W> NI . 1 locations 72 hours (min.) prior to start of work. Damage to utilities shall be corrected at the permit holders' expense. 17. Provide on Eclipse No. 88 Sampling Station manufactured by Kupferte Foundry, St. Louis, MO 63102. The sampling Q E2 w I Q Na rn < N 19. Contractor must verify all existing utilities for both vertical elevation and horizontal location prior to start of work station shall be 2'-0" bury, with a ?" FIPT(Femole Iron Pipe Thread) inlet, and a ?" unthreaded hose nozzle. All sampling `.M 1 r . i M w '" 20 0 10 20 40 (pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall stations shall be enclosed in a lockable, non-removable, aluminum-cost housing. When opened, the sampling station 2S112BC-1400 0 II Q 1' • PARCEL 1 Q z ►� be done at the permit holders expense. Changes must be approved by the City in advance of work performance. shall require no key for operation, and the water will flow in an all-brass waterway. All working parts will be of brass 8,067. Sq. Ft. Q cv ;IF 0 7,972. sf. J NI Contractor shall coordinate the work with affected utilityagencies. and be removable from above ground with no digging. A copper vent tube (standard) will enable the sampling station �y 1 W C] Z x ( iiN FEET g to be pumped free of standingwater toprevent freezing, and to minimize bacteriagrowth. The exterior piping will be 0.18 Acres 'F- o q• I o Q L`' rI P P P P 9 1 c� ce ce to 1 inch = 20 ft. 20. A temporary hard-surface patch (Cold mix AC or Hot Mix base paving) shall be placed on trenches within roadways brass, and a Y" ball valve shall be provided in place of the X" pet cock on the vent pipe. CIS Q z o; . d • SANITARY LATERAL o w 6 at the end of each days work. No trench, on site or off-site, shall be left at any time in an unsafe condition. The ,.1♦; , N w o a O I x permit holder is responsible for and is liable for hazards or damage resulting from the prosecution of the work. 18. TPW will install all copper services and sampling stations prior to surfacing of streets. Water meters will be installed 4 a o a o by TPW upon individual request and payment by others (owners). All Water meters connected to on irrigation system : 'c w U ,-- a SANITARY LATERAL' . � o ppppg?}�pApp��„�M: 21. Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) as may be necessary, must have the proper Oregon State approved backflow prevention devide , minimum of a DCVA (Double Check Valve t z v<a o d in the City Inspectors opinion, to overcome deterioration or damage which occurred in conjunction with the work authorized Assembly) installed on the property side of the water meter. In addition, every meter for commercial, multi-family, 11 .111. (PRIVATE STORM DRAIN SYSTEM6 SD LATERAL . ) VN I o @ PAC RIM PROPERTIES, LLC by the permit. Corrective work shall be done at the permit holders expense. industrial, and institutional service, regardless of size, shall have the p oper Oregon State approved backflow prevention k I �� LYNCH STD. CB -'Z device minimum of a DCVA installed on the property side of the mete. The backflow prevention device shall be installed ♦ I aLo 22. One os-built mylar drawing showing all new public improvements, including any revision made to the previously and tested by the owner, with the results forwarded to TPW Water Division, before water services can begin. � I V) z 5700 a. REY DRIVE approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be MOUNTABLE CURB t ♦ I a 8" PVC SD u"i CAMAS, WA 98607 provided to the City by a registered civil engineer along with on engineers certification of installation compliance (form 19. Upon completion of installation of the water system, the controct or owner shall advise TPW of the total I .`I attached). construction costs to which will be added 10% for TPW inspections, water loss, overhead, administration, sampling, etc. I 4 x . Phone: 360-833-4572 and 2% for engineering review, including "as-builts" drawings, updating master map, intersection maps, etc. <v i ', ---__ PROPOSED CONCRETE 23. A sewer system air-test and (V.H.S.) TV test report and one set of blueline "As-Builts" (of either or both the storm r 1 .'1 Fax -�8-51�0 and sanitary sewer systems) may be required by the City for review and approval prior to connection of any buildings to OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED .0�`" ►♦' ,x MOUNTABLE CURB & SIDEWALK N � � � � the sewer system. h��� f�•' •�� S26'56'57"E I LD 24. The permit holders Engineer/Inspector shall submit doily inspection reports, on a weekly basis, to the City's Inspector. GRADING - GENERAL NOTES S 89'02 24 E 63.09' •♦I 13.09' I (see Developer - Engineer Agreement Note # 5.) - -- � ,' "�'� , 69.07' 3.22' V) N �APPIJCANTF�AF fUTNE/OONTACTPERSott 1. This grading permit is not to be construed as final approval of site grading, embankment or structural fill work; it 80.28 .SDCO _ 25. The City's Inspectors may, at their discretion, require provision of tests and or reports from the permit holder, permit merely provides for initiation of work and is subject to change pending City approval of the entire N89'02'24"W 86.26' x HALE DESIGN SERVICES 4" SD LATERAL 4" SD LATERAL holders engineer or contractor to validate claims of material or construction adequacy/compliance. Such tests/reports construction-development plan set. o d 't g I I N _� I STEPHEN C. HALE, PE/PL S shall be provided at the permit holders' expense. �t I SANITARY LATERAL I 2. Spreading of mud or debris upon any public road is prohibited. The City may order stoppage of work to effect SANITARY LATERAL 26. The permit holder shall provide a copy of a properly executed Release and Waiver document to the City for each corrective action, at any time. I p SCO) I 204E 45TH 8. ownership disturbed by construction activity, os evidence of disturbance resolution and owner satisfoction. L2 3. Effective erosion control, dust control, and drainage control is required at all times. The City may order stoppage of I N 181;05.80'05,71 WV��IER, WA 98g83 27. Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit work to effect corrective action, at any time. PUBLIC SANITARY SEWER I1 77.59 EASEMENT TO COT I Phone: 360-921-2603 holders' expense. 4. Embankments or structural fills for roadway construction or fills to be constructed on buildable lots shall be I^ I I Fax: 360-397-0969 28. The Engineer shall notify the Washington County Surveyor when the initial and final lift of asphalt has been placed. constructed from excavated materials acceptable to the soils engineer and shall be brought to grade in lifts not to I o 1 I E-fY18l eet�eJeleml9n.00m exceed 8" loose measure. Each lift shall be compacted to 90 percent of maximum density as obtained by AASTHO 1 29. The permit holder shall provide to the City inspector, in writing, the names and 24 hour emergency telephone number T-180 compaction test. �i Ig Iof two (2) persons who have authority to resolve problems, take corrective action and, in general, will be responsible in 1 case of anyemergency. The permit holder shall notifythe CityInspector, in writing, of an all assignment changes. 5. Structural fills shall comply with Chapter 70Appendix Chapter 33 of the Uniform Building Code. Construction on vI 9 Y P y/ g g existing slopes greater than 5:1 shall be achieved by benching into the existing bank a minimum of ten feet. If the Q cv I 4Pr4eetNameandAddrses 30. The ermit holder shall cause his contractor to rovide to the Cit Ins ector, in writin the name and 24 hour bench exposes sand soil an underdroin must be provided. The underdroin, if required, will be constructed by lying AS BUILT :2,. _ O I PAC R/M P P yp g' installing nonwoven filter fabric, equivalent to Exxon GTF 12500, along the bottom of the starting bench, then placing a vi rn Iemergency telephone number of a designated "Competent Person" responsible for construction safety as per OR-OSHA, - OChap. 437, Div. 3 Construction, Sub-division P - Excavations. The contractor shall notif the Cit ins ector of an all six inch layer of 1i -- 03/4" drain rock, and finally covering the drain rock with the nonwoven filter fabric. Successive I ,y y P y/ benches will be constructed with vertical fill between two to five feet and be compacted in layers not to exceed 8 inches. • r PARCEL 3 PARCEL 2 ail I I " 3-LOT MINOR PARTITION assignment changes. Each 8-inch layer shall be compacted to a minimum of 90 percent AASHTO T-180 density. The fill slopes shall not N 0 to 0) I 31. It is the sole responsibility of thepermit holder toprovide for proper right-of-entry and/or easementsprior to exceed 2:1 at finish grade. No rock or similar material exceeding a 12-inch diameter shall be allowed in the structural PRD O 8,104. sf. N vi 8,101. sf. I x 8200 8W �A RD. P Y P P 9 Y / fill. starting work. Proof of right-of-entry or properly executed easements, shall be provided to the City. The City shall in G0 GINE `ss/ z 00 I no way be construed to be liable for the permit holders failure to obtain or provide for proof of right-of-entry or 6. The geotechnicol engineer for structural fill shall be notified 24 hours in advance, by the contractor, of starting fR O N r r I 'WARD, OR 97224 easements. benchwork to determine the need for on underdroin layer and to verify existing conditions. • 1 .970 ., , PARCEL f 281128C 1300 32. Before placement of the final lift of asphalt, the permit holder shall clean and hove the City complete a pre-acceptance video inspection of all new sewer lines. The permit holder shall provide the City with 30 days of notice 7. The City shall be provided with a copy of the geotechnicol engineer's report/recommendation changes. I(V I Case � MLP2006-00064 for the video inspection. Any deficiencies shall be repaired before placement of final lift. ��!! 8. If springs or ground water are encountered during construction, the contractor shall notify the soils and civil engineers ve, �6 v 10 I x of the conditions found and coordinate his activities in a manner that will allow the engineers time to review the situation <% 4Y 25, As/ Q' N x and prepare a plan to properly mitigate the water encountered. yEN CJj825 EXTG SSMH Pried sheet RIM=19532 ALL MATERIALS AND METHODS OF CONSTRUCTION AND INSTALLATION FOR 9. The contractor shall hove the soils engineer take compaction tests. A minimum of three tests will be required for 010405 SEWER AND STORM FACILITIES SHALL CONFORM TO THE CURRENT CLEAN each 2 feet of fill. EXPIRES 6-30- COVER 78.43'WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS FOR 10. Excavator must comply with ORS 757.541 through 757.571 (Utility pre-notification, etc.). (�/Z 7/0 7 - -- �/�/� ET SANITARY SEWER AND SURFACE WATER MANAGEMENT' MANUAL (LATEST N 89'02'09" VI� J57.22' (157.3c7')2 X i 'r � REVISION). CONSTRUCTION SHALL BE PER THE STANDARD DETAILS 11. Compaction shall conform to the current Appendix G of the City of Tigard Public Improvement Design Standards X x Scala CONTAINED THEREIN. 1' • 20' BFT I OF 6 1 NOTE: EXISTING BOUNDARY PER LOT LINE ADJUSTMENT REVIEWED & APPROVED PER COT FILE #MIS 2006-00006 SEE LOT LINE ADJUSTMENT SURVEY - ROS #30,297 • /it L=60.66 R=415.00 Delta=08'22'29" Tan=30.38 --_� cs, _, �_ === \I.. .-... �` EXISTING SIDEWALK tR-xAMf E - - - - - - -®rD R Fp.IR'y PE _ .--��- EXISTINGSIDEWAIX +C r s-- r - r-- -- X-SD x-SD y-\- X-SD \ �--� x-SDr- s- X-SD -- .-- - r 11 EXISTING CURB \ EXISTING 20' WIDE \ - \ RESIDENTIAL DRIVEWAY APRON _ __ I S 8 8'3 0'16" E 2 0.3 3' I 'R vo &w 6OYV'TA �A� \ BASIS OF8BE��IOG PER ROS 029 434 �' Fo- - PT \ EXISTING 24i I ' WIDE / _ - �� - 5 SANITARY SEWER SMNT. TO RESIDENTIAL DRIVEWAY APRON / / I N 8S'42'2O" W 848.76' - - „ W 164.60 / COT PER DOCf87-044634 TO REMAIN ��� EXTG SSMH EXTG. CB / / -• - c,, 82'55'11 _ x-s•w x-s'w X x-s'w / FL=1793.436 6 GRATE=182.8 �ti L=3.11 x-s'w , x-g"w 12" IE IN S = 178.8 22.00' " EXTG SSMH 1 R=385.00 S01'17'40"W / -8"W x-8"w / x-8"wO - RIM=184.23 30.00' - x-8"w x-s'w FL 178.4 5.00' r -SCR. At E / 841 - ► STING•G1RBi ALKC . ' c c .. I _�c• < - - < c, - , ,F. •C . EXISTING CURB� �=D- s- D , , < --'Tr,I- c x-SD- FD-1R-t c•-�� , ` I •iEXITING:eS , 4 c ; ,L. ,I r'��, N 8,�'42' ��c W 92 7 iiii/Wamt _' ., ,-. . . . i• EXI6TING. SKIEWAL4i- , • ,. `. \.. ) •c c ` .<..''c I ' 4- -T • •- _-• �- C < = -� F - ��� i i lc<. , C `< i ! .� • I • �.` ` .�XFS6 9tDEW�K _.� - _ - _ .' . t ':1< <fq=1R= AM; - _ 22.37' 70.21', :,1 FD-►�= - - - - - - - _ - - _ �,�. < �. ® 1f'� EXTG. AC 154.66' �/ ° --�- - ,._ _ - I �. �. •<. �- - �- - - WATER SERVICE / / ° - - - - - - - - - �- �_a 1 I Existi1'I, .., __- ° 0 METER (I - } WOOD FENCE I - -I � ��- 0 COTPER Ik ^�2_ , PORCH - PUE#T91O COT PER IIII I 2.4' EAST \ / r EXISTING PUE TO - - DOC 1-021011 FIRE HYDRANT D 1-021013 I�' 11' RESERVE ROW vi l' r i �II v � - STORM DRAIN E SMNT. TO COT j .! c OCf9 I • I I PER DOC�!87-046933 I FOR PUBLIC IMPROVEMENTS I EXISTING HOUSE 1 40 x Fo-IR-M°N �` . I TO BE RECORDED W/ �E- 2 _ V DEMOLISHED I - 11) PARTITION .20 "�`+°"9 - - -�, I / EXISTING 4'x20' SUMP 'Nr d 0 1.1 00'3 E - 12" PVC IE'S N&SW=178.9 ( , _1. 0E_16 i RIM FND 0 GRADE �i EXISTING FIRE HYDRANT Nss'42'2o"w /T - / �`¢ COMMON ACCESS & UTILITY 2 '_ _ EXISTING PORCH �,, pE_14DE.30 I'I �- EXTG. 20' SS E'SMNT TL 1200 �► EASEMENT PER DOC #2006-053199 HAND DU I I 0E_1 EXTG 12" PVC SD 01 1 I 7 ' WELL TO 13E-1 ABANDONED ,a1 - - �w� _ ��e2 DE-24� rrj " EXISTING 12" PVC IE=179.0 TPARCEL �1 ' o ���Av_KT � �- - DE-13 � I 0o 2S112BB�-1400 N a , - il `° r pE-14 40. S q. Ft. o i I � is - 0.19 Acres ZI' ' �' I Fp_IR-Pwz / 1 1 O "' / / o x .A.- -_-.*iA ov, ,., ,,.,.A_..:44.,, ..0,_.). 49-4/") - I ( II I I D 1 Q / _48 I ` �! , 6 I Dt7 �3` r� 180gli . _ is -N j' •II - 5 &�' 2 m ",„,,,B ,otA PARCEL 2 r---; x TL 1201 . J E-15 SHED 1 cv II . v. _ e 2S112BC-- 13O0 I REMOVEJ ° I E�10 WOOD FENCE28,046. L 1 1.3' NORTH I WOOD FENCE p� 11 I �E7 0.64 Acres / / E-8 20 0 10 20 40 I WOOD FENCE I 0.2' WEST N II L N89'02124" .14 0E-16 6 /pE-6 2.2' EAST ( IN >�'!' o I 63.09' /80 �_24 �1 -6 ltaE/ / ,.,,, x I 1 inch = 20 ft. SET IR PER ROS . -12 _ � `'FD-IR-I BUR TON I DATE SURVEYED COMPLETED: January 6, 2006 Z TO BE RECORDED (TYPE} C�S2' EASTK FENCE 89'02'24" W I J , 10.00' tirk- _ � pE 14p/ IPROPERTY owrsVAPPucANrE'9 / *-14 . I / ' DE ��' \1 . 6 gl PAC RIM PROPERTIES, L L C 3 / ' E-1041 ,_ , g• _s,, of 94 x TL 1203 gl _ ? E_48pE-14 •E/ '+ ,. 5700 W B. REV DRIVE 1 '�E-3� / -12 (� oE_e I CAMAS, WA 98607 FOUND 2 BRASS DISC IN SIDEWALK I _ _ _ ''f el pE�2 DE?-9 '16 ;<, °E_11 : I Phone: �-833-4572 GC 022-014, USBT BK. 9, PG. 558 *E-7 .. ,./....'; e 9 E-• "'g �,E-12 a; Fax: 503-696-5150 VERTICAL DATUM NGVD 29 ELEV = 185.50 �M %�E'e "DE-7 �° i DE-14 • rn I I AS BUILT - DE-' -4k :, o, CHAIN LINK FENCE ll 3.8' EAST E-mat OOI'n ofjD- 4-8C O / 4 i I ,p -14 ,E_T 7.-DE_/01E.:10/10:‘‘....cii:i cPS-01 , E-2 i _ ro. _1R-�� i�I / _1 �10 c+ 0 WIRE FENCE„ ♦e ? O x APPLICANT F; ENTATNE/OONfAOT PERBON I �+ _t1 / , E' + 13.7' EAST I w PR�/?s��1 0E-10 �� 0,... _18 _ _ cV `V28DE„ L<\1 At�6 / �� 6 \+ pE_8 OI00I NEfR �� HALE DESIGN SERVICES NOTE: MAXIMUM SLOPE IS 23%. SLOPES ' • - 4 E- 15 . - pE-10 _ I 1 ,970 - ' STEPHEN C. HALE, PE/PLS DO NOT EXCEED 25% AS SHOWN. ', -1 _4o m oE� 0E-10 :, ee `� cr,i DE .12 _,� +, pE-10 DE_16DE8 • / 7' �j` 1-50 A�A _ i -6E-: ;,, '�� E-8 D 0 D 110E-9 -� 204 E 45TH ST. 14 "' ORE iji 4 _22 ?I-15 / * ' E,10 v i to, 0 -g ' ' A DE 1T. X TL 1202 ve,, ��6 V Vp�,,��,, �QMWIyA� /9�8/6�63 N .14 i . `+ ' / / pE.10 ,c• - _12 E_1 o _ 0 X vA Y 2. �Q. Alone' 360-921-2WV >r+ [!:f 11 _15 L� \; E- f 2 MH I "E N G, Fax: 360-397-0969 - �' '.E-1 E-10 pE-g R{M=195.8 p E ,�,y,�,w WOOD FENCE oE_j4 O +1E,'8 - 6 -10 ,, -10 �, 10 F1=183.0 I EXPIRES 6-30-0 ON LINE °E-j4 i pE /111_� ilk* _12 �96 E WIRE FENCE / _ 13.7' EAST DE-A' ... .� - .. - .... NO,CAP x x x t' ND.0 X x WIRE FENCE Fp-►R- - WIRE FENCE Pro{ea Name and Ada-eas Fp-IR-PARts �---1W RE FENCE N 89'02'09" W 1`57.22' 0.2 SOUTH fD-IR-BURTON 13.7' EAST PAC RIM J-L 0 T MINOR PAR TI TION TL 1100 8200 SW BONTA RD. TI ARD, OR 97224 REF. PARCEL 128112®C 1300 Case No: MLP2006-00002 P< 010405 EXISTING CONDITIONS PLAN T - 20' ear 1 of 6 WATER SERVICE NOTE; SERVICES TO BE INSTALLED BY CITY METER TO BE UPDATED TO 1• BY CITY LOW POINT ELEV = 182.14 t e. AND EXISTING Sw BONITA ROAD p LOW POINT STA = 1+21.78 I yI B -LTA ROAD = 1-- -T ; I s O� EXISTING SIDEWALK o --� �_ ,7 190 r PVI STA' 1+00 6f -. t 46' ROW EXISTING CURB �� a PVI ELEV 1= 182.03 II PUE ' -'� X-SO X-SD X-SD REPLACE EXISTING 24' WIDE ExtsrlNc 20' WIDE 16' A.D. 7.76 I I INSTALL SSMH OVER EXTG. RESIDENTIAL DRIVEWAY APRON \ RESIDENTIAL DRIVEWAY APRON o Cl_ DEDICATION I 3' 21 ' PRIVATE ROAD 5 6' 8" SS MAIN AND EXTEND WITH COV STD DWG. NO. 142 MISTALL BlO-BAG INLET \ N>ce I 50.00' VC INSTALL 8/0-BAG INLET I NEW 8" C-900 143 LF 0 S=0.0022.00' Q GRAVEL 'A' SIDEWALK PUE PRQ1EC17OVY TYPE 4 PER a z o�, I Q Io I SHOULDER TRACT EASEMENT PRO/EC/70N TYPE 4 PER CWS,Q£T. 4-24 BEFORE \ z a L Q3 I moo- - CW5 DET. 4-24 BEFORE - - ►• - _COMMENCING CONS/RUCTION - BEFORE COMMENCING CONS7RUCWN o - - z o I 2 %IMIIV. COMMENCING CGWS7RUCnAN I_____________-------° TRANSITION MOUNTABLE CURB & a zo o 00 ► FIELD LOCATE ALL UTILITY SIDEWALK TO MEET & MATCH -J o cV I- a 1 CROSSING BEFORE COMMENCINGIII EXTG. 3/4" SERVICE 0 v'a v>4 I x i' + I I> I 4" (1"-0) GRAVEL - CONSTRUCTION ' CONCRETE DRIVEWAY APRON UPDATE t0 1" BY COV EXTG SSMH / o Q w r> w w I lippil =00TN TRANSITION a o I a o o t o °' • ° w MOUNTABLE CURB RIM=183.46 �� 22.00 + z 3 c�z ,--) z o c%i o z I x-e"w x-a" ,� x-8"w X_ �� FL=179.36 30.00 i o o w I MOUNTABLE CURB & SIDEWALK X-8" X-8"WO w • + O C� z j EXTG SSMH I / / / X-8 ' x-a"w Q m Lu>-3 o v > 0 w RIM=184.23 6_ /EXTG. 8" SS - ___ - - - i / I- vwi 3 I a o tt I I N '� I� I RIM=13,4 x-ss � - 1-8�� ' -- 10 z I c i INS 3.5" (2"-B/1 .5"-C) ASPHALT e� _ x �' • X 5Sf s � - 1-FiN�8 -_-t - - - w FG PRO 1tE ± ` TtN , �ExlsnN( 6' SIDEWALK I • ka.• ! , . �•c. A - `SS , 3(-SS x,-s 1 , L- t 185 __ �-�`-"t ® CENTERLINE ar I o I 2" (3/4"-0") TOP ROCK OVER �-= c 1 _ �r i ,. - -, •_ a. < L ! '+ c t �' Cio ``� I IQ tf 1f- ff ►��'�► �V'�� f _. � PROPOSED STD. 1" Wf�. 0 / ° LA 7 (2 0 ) BASE ROCK L EXISTING 8' $1DEWA + ' ��'►��� ►0�I, ; SERVICE FORFs-Allan `�`�, EXISTING CB I w j Iv'® _�� - - BANK PROPOSED STD. 1" ,t4be 45;��/���,(., L.-INSTALL WATER SERVICE LINE ° 12" 12" IE INS = 178.6 I I ''' I COMPACTED SUBGRADE - ° _ WTR. SERVICE FOR TL 1 0 0.- 4 •� �i. TO PAR W#111 THIS CONTRACT i ��EXTG. PVC I I° I I I SECTION AA ° " AND PARCEL 3 ��i �����►�I ► BY LI• NS PLUMBING CONTRACTOR x I NOTE - CONTRACTOR TO VARIFY EXACT 2 00°J, �- I 82'55'1� E INSTALL WATER SERVICE �'r ������*��♦�� ► s,l I ii , --- STORM DRAIN E'SMNT. TO COT LOCATION & IE, AND VARIFY NO UTILITY SW 82ND AVE. (PVT) I 18.21 LINE TO PARCEL 3 WITH A 4o /) I,�. ' ( x 1 CONFLICTS EXISTS BEFORE CONSTRUCTION - - - - T I - T 0.50� 1 THIS CONTRACT BY LICENSE �? O�'� I SDCO ' PER DOC;�87-046933 TO COMMENCE f / ♦�1 ► y f43' �'"� / TRACT 'A' (PRIVATE ROAD) PLUMBING CONTRACTOR �.�i 45' N4/ 15' EXISTING 4 x20' SUMP EG PI£OFILE ✓ I / EXISTING SEPTI " � ',I , , I ` SUMP FILLED WITH ROCK & CONCRETE CHANNEL INSTALLED) 0 CENTERLINE \ TYPICAL ROAD SECTION TO BE REMOVE ►e�i•,P;: 11111 •• LF 8" PVC 0 S=0.91-9 182- - t IM=185.24 I I �\I I I 1 il,.�►� yv�,'� r PRIVATE S ►• ►• . / . SEC• 4,-- IE S=178.7 & IE NW=179.05SYSTEM) 2.0'33 LF 8" P`I/C ' N.T.S. I INSTALL GRAVEL CANS7RUCnAN �� ���� , - (PRIVATE STO ^ C ENTRANCE'PER CW5 D£r. 4- i ,/ g LF 8" . i r ► SDCO EXTG. SS E'SMNT BEFORE COMMENCING ANS/T£ y,��'����.�o��t �i'C S O.o 5 • , • \ EXTG. 12" PVC 6 LF 8" PVC SD 0 -0.005 " SD ® 5- /,�- PRIVATE ROAD SECTION NOTE: THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER ,�►�j / • x T> t i TO WITNESS A PROOF ROLL OF THE SUBGRADE BEFORE THE BASE ROCK IS INSTALLED. ctwsn?ucnON �� �� ►� i- -I -I UNDER WET WEATHER CONDITIONS, THE CONTRACTOR SHALL CONTACT THE DESIGN • • I ^ 8LF8" PVC0S=0.005MIN 180I- - - - - - � - I ENGINEER FOR INSPECTION OF THE SUBGRADE AND APPROVAL OF RECOMMENDATIONS FOR �i' o '�' ! �' ' F 18 •.0 I < CONNECT TO EXISTING 12" PVC ,i " A WET WEATHER SECTION. ► o , ► I . 145 LF OF 8 C-900 PVC SS 6 S=0.0040 I i CI) �. IE=178.94 TL 1400 ; , K I ly ♦o i w r "� PUBLIC !SANITARY SEWER E.�TENS/ON2S112% -1400 C. ,i ,4=�'. 0 p0 . J. I I I (PUSH SEES REQUIRED FOR ILA TERALS) - NI�,�7. S / 1 . r b oo , o i . cv o ,r o q' �. . ? 1 0 o INSTALL LYNCH STD. AREA DRAIN in I JI a �,r,�' , " I OR EQUAL FOR SHALLOW PIPE in I_. j I h I- - -: L - - - - �l�.o- - -0^�1 i 0.18 Acre: . t to o co �' / �' �. . SAN A Y LAT. = o �, - o z In r i FF=183.0 I U ��0 * �,.. ijj PER DWG N0. LYN-CB-AD4 I oo o c� oo w a; I z I - •::: GRATE=t1$0.0 180.16 II { I J I O �I wo"r 4" IE OUT = 179.10 0 0 C4 to k a0 <z o ^ 6"X6"TEE 'IT- Y AT `0 .��I t r, pr ` I N Z ^oN. Q w ° r ao 00 I I N Z rnl !_ii Q,��u>�� IO ^ o o -. + _N , dw " SANITARY SEYYFR LATERAL TABLE " i I I Qo �3 zm �o o ��28 = 6 P ''.- ,'� I o � � ^ I w <0o0N I Q `° � �� aoo cnit `y �^ I2 _99,►'tMI I ,`` ILY CH TD. BA�$t �� w p i I 1-: 0 oo . F J w o�3 0D-1.85' 'PE D G NO. FILL o h r yI T I 1$4Till 'LY 8-42-8 a� z I �,� 4 IIN I I og II �I "' _ _IQ- Q In�, ° woo I z" ° J4 C-900 PVC PUSH 7FES SERVICE LATERAL TYP.? _ ,- m t z o Q I O I ) ' Jr8 �1� N INSTALL TYPE 5 INLET PROIECnON 175 - v, Q �3 p o_a - v) cR- •-1 N z x - `� _- I W 5-.0.02 min. " X cn PER CAA/L 4-25 AND I o w = I to a0 a cO `"I 01 ° a0 g = I STATION PARCEL 0/A. L /D �S SL OPE p / ♦ INSTALL TYPE 3 INLET PROTECTiOIV Iz o 11 0 ~ J♦ I vc�a ao I, ♦ ► I co ., I I 0+75 1 4" 24' 2.62% M/N PERCWSDETAIL4-23 `* Iz= az1+,39 2 4" 5' 3.7512% M/N I / GRADING NOTE: I �!� I I I 1+424" 5' W,3.7 12% MIN � �� ' I APPROXIMATELY Y 500 BCY OF FILL MA TFR/AL /S I W,w I I I I I 3 / BACK R R. %I _ ��?► ► . , i AP I v 1 �,�� r �l c CURB RADIUS 4' N REQUIRED FOR PROPOSED DESIGN (IN PLACE QUANTITY) i- F �,4 I I T �1 4 L 6" •V SD t riffir tripliMilair 15' WI►ESANITARY EASEMENT' - X I �I� I I I11 0 =0 ►1 IN i,. OT / I pIV I I I I D 1.7 / . �/ 'I 5LF4" PVC SDLAT� I I �'W I I I I �/' r - - JjNIT. .• AT. - ., s S=0.02 (MIN)A=1.5' I I I �I I I I LssCO SANITARY LA-T. ' _- - I I I klz l I I / �_ I - / /� / ' PRIVATE ROAD NOTE: MOUNTABLE CURB TO DATUM! ELEV -`-6 _l_- 1 77.59 ti 170.00 -._�, FILL _ `W i,► Di ►� BE INSTALL AROUND PERIMETER OF PRIVATE i p x 00 � � t� 00 Mtn C11 � MN DDr 3 Z / �>� I ROAD AS SHOWN. d r.(0 N o N o •N ' I o0 0o co co_ co a0 a0 00 00 00, cc __ , III.r___14-.,,d-=--irFAI 1 , co 0+00 0+50 1+00 1+50 ARCEL N ' A ' CEL '� N 'A' ,o 20 FF=183 6 MIN) FF=183. IN) -I I I x TRACT (PRIVATE ROAD) PROFILE 20 0 40 x SCALE: HORZ. 1" = 20' lt - i VERT. 1" = 2' ( IN FSBP ) _7-- - I 1 inch =1 20 ft. -- - -lam i DATE SURVEYED COMPLETED: January 6, 2006 0 1 1i I I 9 / I x i x MATCH ROADWAY CROSS SLOPE PROPERTY pyypEvppp�gM, / - ' SSMH R M EXTG195 32 PAC R/M PROPER TIES, L L C / / �' FL=182.65 /'EDGE OF ROADWAY 5100 (1JW R�Y I�F�IIE %go `� - J,�6 i SIDEWALK 5 6' ( (GUTTER LINE> -� - -- - - - -= �' 1/4'R ( I iI-1: 3 4' Pt101i1� 0- -�� x X x • 4 • I / Fax: 503-6�V 50 x a. 4 ` 4 1/4 R5,,2% Mln. AS BUILT E- �'�` `Or' X 6' MIN. 4 . 4 4.. . • EROSION CONTROL NOTES MIN. oyo 1b w in_ •�4. •.io• 1 • : 1. Owner or designated person shall be responsible for proper installation and maintenance of all erosion and sediment control measures, in ,% ��//\�/% �� ^�n��, • 4. •_ I�� I State, and Federal regulations. O U :. •. 4 !.- " D PRO/ZiNn /PPtJCANrffff?E�(rATNE/CONiACTPE 90kk accordance with local, 9 BASE COURSE 5 •1�� 0 00 1l1�' ' these ESC facilities is the responsibility of COMPACTED SUBGRADE 18' THICKENED EDGE g BOO\��i�0 0se D!� IN. roINteQ �OZ HALE DES/CiN SERVICES tion of these ESC Ions and construction, maintenance, replacement, and upgrading of p Y %//// \ ,970 92. The implements pthe contractor until all construction is completed and approved by the local jurisdiction, and vegetation/landscaping is established. The developer shall ,\/\ // /` STEPHEN C. HALE, PE/PLS be responsible for maintenance after the project is approved until the lots are sold. CONSTRUCTION JOINT w/ 12' P EXPANSION MATERIAL "i oRt w 204E 45TH ST. 3. The boundaries of the clearing limits shown on this plan shall be clearly marked in the field prior to construction. During the construction period, BASE COURSE 6 98663 v� 9y VAR, WA no disturbance beyond the clearing limits shall be permitted. The markings shall be maintained by the applicant/contractor for the duration of COMPACTED SUBGRADE �,O �y 2 �9 ,e Mono 360"921-2603 Y construction. 6/EN C. o Fax: 360-397-0969 with all clearingand gradingactivities, and in such a manner as to MOUNTABLE CURB & SIDEWAU< ? E-iI18i: 8Ch811eH(118�LCOm 4. The ESC facilities shown on this plan must be constructed in conjunction EXPIRES a-30-t- r that sediment and sediment laden water does not enter the drainage system, roadways, or violate applicable water standards. NOTES 6/27/6, Insu e 5. The ESC facilities shown on this plan are minimum requirements for anticipated site conditions. 1. CONCRETE SHALL BE 3000 PSI MIN. (CLASS 3000) 3 1/2' SLUMP (MAX.) R'`�Norm and Addrees During construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment 2. CURBS ADJACENT TO PAVEMENT OR SIDEWALK TO HAVE EXPANSION AND/OR CONTRACTION JOINTS TO BON/ TA HEIGHTS laden water does not leave the site. MATCH EXISTING PATTERNS. tractor and maintained as necessary to ensure their continued functioning. 3. 3/8' EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB, COLD JOINTS, 3-LOT MINOR PARTITION 6. The ESC facilities shall be inspected daily by the applicant/con Y EACH SIDE OF INLET STRUCTURES AND DRIVEWAYS. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED AND NON EXTRUDING. SW BO1��A FAD. 7. At no time shall sediment be allowed to accumulate more then 1/3 the barrier height. All catch basins and conveyance lines shall be cleaned prior 8200 SW OR ITA97 R to paving. The cleaning operations shall not flush sediment-laden water into the downstream system. 4. CONTRACTION JOINT SPACING NOT TO EXCEED 15 FEET. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. REF. PARCEL I 281129C 1300 8. Stabilized gravel entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures 5. THICKENED EDGE SIDEWALK SHALL BE PLACED ON 2' (MIN.) CRUSHED AGGREGATE (5/8'-0). may be required to insure that all paved areas are kept clean for the duration of the project. SUBGRADE AND BASE COURSE COMPACTED TO 95X MAX. DRY DENSITY. Cass Not 9. Storm drain inlets, basins, and area drains shall be protected until pavement surfaces are completed and/or vegetation is re-established. 6. BASE COURSE UNDER MOUNTABLE CURB SHALL BE TO SUBGRADE OF STREET SECTION OR 4 INCHES, WHICHEVER IS GREATER, AND SHALL EXTEND 8' BEHIND THE CURB. PnolecT Sheet 10. Pavement surfaces and vegetation are to be placed as rapidly as possible. 7. CURB TO BE BRUSH FINISHED. ALL EXISTING EDGES SHALL BE SAWCUT. Q IMPROVEMENT PLAN 11. Seeding shall be performed no later than September 1 for each phase of construction. oats 12/12/06 AND PROFLE 12. If there are exposed soils or soils not fully established from October 1 st through April 30th, the wet weather erosion prevention measures will be GRADING/EROSION CONTROL in effect. See the Erosion Prevention and Sediment Control Planning and Design Manual (Chapter 4) for requirements. t31' 33, WTR AND SD Y ' 20' SHEET 3oRa 13. The developer shall remove ESC measures when vegetation is fully established I I V O CL H U O m DROP INLET STAKES (2"X 2"X 3') O a WITH GRATE a_ � a w o0 a D 2 CV 4'-0" m Es _J ,x 2•_6•' �/ „ 0 1i o CATCH BASIN GRATE N 16' o �' '40 1" REBAR FOR BAG REMOVAL O� .p'• .`, .•►a: •' ' v • MIIll lU MN ll l I CC 40° tirtas • wies CATCH ::: o_aII ' ! :! w2KS o CD .0 � •a • •o o s, 'm o° a Z ot • _�,� ,�. a' Za • ' , aSTORM r• ;�� EL ��• FILTER FABRIC a v p . , r • / '' POCYPROPLENE4N 14 „/::":///L-1 b • a:. . e'•.• . •� � e :v • • r , FILTER SACK (WOVEN) ` /// ' ► e . p ,. .ee.E'E r a� RADIUS = 25' MIN. ` r it .� o ♦ o..•• i�.r Q�o`r`�of �ot��55 WOVEN POLYPROPLENE�551 LENS SACK SUBGRADE REINFORCEMENT \�G� • GEOTEXTILE, AS REQUIRED pfi� 8" MIN. CATCH BASIN GRATE ❖:❖...❖:•r • ■ DEPTH BA ^ ► *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL ::::::•••••••••••••••••••••••••• PO LYPRO P L E N E . .•.❖.•.❖.❖..•.❖: CATCH BASI • ii � BOOT ................ ................ • ••••••• ••• • - GRAVEL CONSTRUCTION 7\,_ NiNN LIJ ................ K. ENTRANCE CURB RAMP / / OVERFLOW Slope ................ .❖..•. •:.❖.•... .•.. III PLAN VIEW _ 1 ................ \ N I i-) / `� i PAVEMENT STORM PIPE •r: Slope 4:1 4 a .•.❖3::❖.:❖:::❖'� _� I— v' ■ • . y i %/ POLYPROPLENE •.•.❖.•.•.❖.�.•.,.❖.• x � � ■ \ `\ � �\ \�\\� •• ,, .-$, .�. '` � Y ` STAKES w ❖:r..s❖. .: .•' FILTER SACK (NON-WOVEN) /�, (N N FILTER FABRIC N .:•s::•:::;::::•s I� CC N -J v� ,"<: D ~a RUNOFF WATER WITH SEDIMENT •••••••••••••••••••••••••••••••• z a NON-WOVEN POLYP R O P L E N E SAC K U J ❖:❖:❖0:❖:•i. 11 Z _, Z � I- w Q L:❖�b i i i❖i i❖�•i❖i w w ■ - li I I— 18.. Q lwi -� I I I 1 , FILTERED WATER H : NOTES: LT M -► DIMENSIONS I I I I I IIIharm. 6„ / d N U SINGLE FAMILY ) I i I I—III I III- 20' LONG BY 20' WIDE III —I I I III ( I !_ -[3� — — ■ U 0 1- COMMERCIAL DEEP OF 74" MINUS CLEAN ROCK. 2'-6" 1'-6" 0 F- COMMERCIAL NOTE: FABRIC (MIN. 6" DEPTH ) _J : a BURIED FILTER 50' LONG BY 20' WIDE cK N 01. RECESSED CURB INLET CATCH BASINS MUST BE MAY 4'-0" _X Z 3-6" CLEAN ROCK, GOVERNING AUTHO z N a GEOTEXTILE FABRIICRITY TO PREVENTTUIRE BLOC O D FILTER FABRIC FABRIC HEN USINGFILTE INLET SACKS TO ET SACKS. PROFILE SUB-SOIL PUMPING. DETERMINED BY MANUFACTURER. INLET PROTECTION INLET PROTECTION SEDIMENT FENCE Detail Drawing4-16 CONSTRUCTION ENTRANCE TYPE 3 Detail Drawing 4-23 Detail Drawing 4-5 TYPE 5 Detail Drawing 4-25 Page 4-82 Page 4-43 Page 4-110 Page 4-112 - MAY BE USED SHORT TERM '— _ _ _ W/ UTILITY WORK AND WI :;r�=- _ PHASING OF DEVELOPMENT / ''` '� 1��� •.1.1, KET F RUBBER GASKET A NOTES: �� .•• �_- z •�"����� • _ � 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS0 G Otte nmlr.,r j' SIDEWALK CLASS "13" ASTM C-433. L IIH,TI•P°►u mum, ,► , -_. oil LrNI CLASS A 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP FLOW `'i iiv :;.:t 1.9t,� °�w '• .� nrit°= � lull � I ,� , MAIN 1.jjj1111�4+ , ,., '• -"' TO THE REQUIREMENTS OF ASTM C-478 (OPTIONAL) uc,.►SS i�r , I'c•°ul l i i. ` ��{�ppp`lrr,1Rl1I� °�ia.;i1 i=�°i rii;:=iiili"� 1111[�� •!'��1�IWII. • '' ,• ./ -_- - ,r I �t- ■la1u� AND APPLICABLE PROVISIONS OF STANDARD • i:.>i�± ``= .=�ts:.11lal.11 II�'IIIA•;,� _:� MANHOLE, DRAWING N0. 010. ' ' __�"- _:'_r nunrru :.;�_��_:- hlll'IIfIII111I ,il ! .:1 =_-- •' �.. 30' MIN SERVICE LINE DEPTH ` �� ;� ,� _ _ �• •tilli.aintun _- f -_==_ ,. 12"x20"x12 ROTOCAST i ��;_a��aau.'. 11!iI:NLIIII�;ts: ��ii�iii=r 1111�11�lllllll�l •;�%�""'����•`'S� 3. STEPS REQUIRED ON FLAT TOP MANHOLES ..� --- r l i•s " n MATERIAL ;"417;j��."--"1�i1. !�I��NrI�IM1 !'a= ills•Jl•III I N , 1� lik. - METER BOX W/5 X7 CAST SURAS SPECIFIED ION MOUND EXCESS NATIVE MAT RIA _-= - - •. 1,:MIN,,^]iE ._:ice--':vp;,.al..r1,1_ ,inn- _ .101I li ' SPECIFIED OVER TRENCH T A DEEPER THAN 48" 1 - _--= -i_ :=-=-= ;•- E _. i,a ,':• IRON READo ALLOW aa" DIA. >__ - __'`b" LID OR EQUAL FOR SETTLEMENT__ E ENT i}r i SIDEWALK ADJACENT TO CURB • ''�'�� CATCH BASIN AREA DRAIN '�•.=�'�:';1.4 �!r-T�����t !"i //.��, • ' `,,�••1'•'�•S . •' •. 4 �,,il�;i,�!I�„���' `'���� ooiliMillall •-+, PROPERTY OWNER/APPLICANT: / .�=ti•• �i • ��11�I,.•<t{�1,�I-�• 4•b•. '.a'.dam • t. ./ •; ;r. • . . -, r /// 12" NATIVE TOP SOIL il PAC RIM PROPERTIES, LLC -5'-6'' - 5'-0" - • 8'-0" PUEIF TOP SOIL EXISTED f 4 95% COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. 48.. • WITHIN 48" of 5700 NW EL REY DRIVE Ili!' SURFACE CAMAS, WA 98607 .rri•••ui 1 —6I--- • • RUBBER GASKET ilNpllril\ii n . • . , uii�ii=Il.�+r UNDISTUR8E0 . UNDISTURBED RUBBER GASKET FLAT T ulr`�ruurll _ {�� TOP Phone: 360-833-4572 win"allow }�}Y}`y � Y EARTH COMPACTED NATIVE EARTH REINFORCEMENT 11111 ''� ---rc' ' ���,</!/r t/i ,r/i /i// ,• 111►f1111)I ,,,, • •. ;.yr,..�.• • .. g lir:. 3/4" - 0 CRUSHED MATERIAL Fax: 503-696-5150 _ ,uu uNI°uI • .,•.r� . , :.I... ...,...• OR E-mail: biIlCaDpacrimhomes.com •' I=I'I ' i ROCK \ STANDARD MANHOLE FLAT TOP 10.11411 1°°10°""'i'i 30" MIN SERVICE LINE DEPTH w!ipuifill FLOW . • •, 58" DIA. . / REINFORCEMENT • rlllll!ui�l�l - 12 x20 x12 ROTOCAST - '•. •' �'.�• ` 6 BAR AROUND OUTSIDE OF OPENING '�IIIII,11�1��1 ! APPLICANT REPRESENTATIVE/CONTACT PERSON: Via::_;:;-s-,, METER BOX, W/5"X7" CAST \ • .' ! •;�:IG:"' ' •.L.- :'`,.. ES OF OPENING lil w kal 6" overlap of bags. IRON READ LID OR EQUAL !';; ;;;,,.; .• DIAGONALS BOTH SIDES %/q///a��//ao//��aU/ • :• •;.�► 6" O.C. BOTH WAYS �'�. �� HALE DESIGN SERVICES j PI al �r, L'��i1t ;;; ? ��.J! ii! i i , -- ,SIDEWALK WITH PLANTER STRIP AT CURB •%•' ' •• • • ° • ' STEPHEN C. HALE, PE/PLS PLAN VIEW ; . .a,.r ., . , , o hl1I1.•II 1'I11 3/4"-0 CRUSHED :. �i�11 L°IliliUH • •'• a.• � . •• • • . • > •• •• _ �! , .. 204E 45TH ST. ROCK ` • . 1/2 PIPE O.D. !......4: '�'' ' ''� PLUS 6" •4 • ' VANCOUVER, WA 98663 PIPE ZONE ,• i" ° • •„ ► v' 48" r-'b ' Phone: 360-921-2603 CUSTOMER SIDE ` .;• .• ... __ '.in FLOW �8� p pp •► Ib :.^+:�LI 'u' .51n o°d���y°o o \P o °�81 8° o ,a ra' Fax: 360-397-0969 li , . DITCH BOTTOM - - -� JEN ��= 3PIPE0 \ ° ° °o 0 0 ° ° �� : �;> E-mail: schalel C�msn.com o NOTES: 8-10" BEDDING o�g,°°�wo�o° 006� $ ° o o ° ° o• (':.' rn 1. SURVEYOR TO INSTALL TEMPORARY - SEE P LUMBING \ �°sl"°o.. •• o98oa o ° 0 ° o .ay:..:�,8 ' "� 0 - ; c HUB AND GUARD STAKE OR �I CODE FOR DEPTH 1 ` `off '8a oO 0 o o • 0 0 d� a OF COVER //�'� /�' 1 i' Project Name and Address: GUARDSTAKE AT LOT LINE FOR "�''' iif •� % %% �' 41% �% �%:�% �...,�� a METER INSTALLATION. 4' MIN .-r . °'- -4T•. � :• ...• ..•- ..t..•.�...•. i•ox ',' TRENCH STABILIZATION: • : -' PAC RIAl 2. TWO TYPES OF METER BOX COVERS f .(' • ,r• • 'rTh. �:a .e;�� 1/2 PIPE O.O. PLUS 4" MIN. FOR PIPE SMALLER TITAN 8" IF REQUIRED, TRENCH STABILIZATION I. 4cf-i ,; z DITCH INLET -WITH TOUCH READ SHALL BE SPECIFIED SEPERATELY b , 'A. d , .� 4 •' 4 'e•. •'.4: —LOT MINOR PARTITION 3 4"-0" 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 8" AND LARGER AND PLACED PRIOR TO PLACEMENT d, , �;4 � a-WITHOUT TOUCH READ METER OF BEDDING METERIAL. -. 4 . • ° ? G. 8200 NOTES: (CONSULT WATER DIVISION FOR TYPE ROCK ANGLE BALL METER VALVE 1. ADDITIONAL MEASURES MUST BE REQUIRED) MUELLER B24258 SW BONITA RD. I CONSIDERED DEPENDING ON SOIL TYPES. 3. CENTER OF METER BOX TO BE OFFSET 5/8"X 3/4"X 1" OR EQUAL TIGARD, OR 97224 2. BIOFILTER BAGS SHOULD BE STAKED 1' FROM PROPERTY LINE. 1" TYPE "K" SOFT COPPER REF. PARCEL # 2S112BC 1300 WHERE APPLICABLE USING (2) 1"x2" TUBING - SEAMLESS WOODEN STAKES OR APPROVED EQUAL PER BAG. Case No: MLP2006-00064 INLET PROTECTION TRENCH BACKFILL Detail Drawing 4-24 DATE REVISION NO SCALE DETAILS C1eanWate� FLAT TOP MANHOLE Project TYPE 4 C eanW Y Services 0 sheet 10-27-04 SPECIFY METER BOX TYPE �/�„ � � „ Services ENGINEERING DEPARTMENT i1-03-04 ADD THE PLANTER STRIP 010405 °r��ulltl ,3,25 s>r, BLVD. DWG. NO. DRAWING NO. 280 REVISED 02-03 Our commitment it clear. DRAWING NO. 050 S TA N D A R D REVISED 02-03 Our commitment it clear. ^� I TIGAR0.ORECON 97223 Dote Page 4-111 '' ' WATER SERVICE 520 VOICE 50} 639-N71 pN OF TIGARD FAX so3 68h7297 ° ' 10/20/06 DETAILS - _ _ . Scale 1" = 20' SHEET �- OF 5 NOTES: PRE-CAST �." CONICAL PRE-CAST �4" CONICAL HOLES (16) STORM 1. ALL STEPS SHALL CONFORM TO THE HOLES (2) SANITARY COVER ONLY REQUIREMENTS OF ASTM C-478. COVER ONLY DETAIL PER DRAWING NO. 160 fit " - 2. MANHOLE STEPS MUST BE TIGHT AND 3/4" SQUARE • = I il - FIRMLY EMBEDDED. 3. ALL STEPS WITHIN A MANHOLE SHALL BE OF THE SAME DESIGN. TYPE, AND SIZE. (MIXING OF UNMATCHED STEPS A CJ D NON-SHRIN• K GROUT ❑ ❑STANDARD CAST IRON a ❑V ❑ Q ` ' . IS NOT PERMITTED). FRAME AND COVER 1-�" O O O DRAWING NO. 160 �,, s--1-1/e" / rn STANDARD MANHOLE ammassaso Y V ',:� / �� GRADE RING O ❑ s • ❑ D / •'s.'. .Q'.>• 0ai,- '� 4 MIN.] 11 II 4 �[ t O ' '' 4 . b .T 1• 00 FINISH GRADE �0 ° S ° --d'�'r��:v•s01a,, Ff,``/"i/ 4 10-3/4" ' : A.d •. d . i k• !• .,► WATERTIGHT PIPE PLUG 9 7/8 - -► 0 12" t ' :. • a► O O g»� • .• :` WITH STOPS 1 O' •e - n .tt 12" O • �, F1-I_ i 1 . r.,' • .r �I/ • p fti'�• PROVIDE 3/4'-0 FOR A 6" SECTION B B `� " ' ,� . •'•a;''. 'J ` • 2" MIN. CLEARANCE ` . •" ».:_;� MINIMUM OF 6" AROUND . I COPOLYMER POLYPROPYLENE PLASTIC °' • ��� � ?•• , 1 A. (IIIIIIIII) �- �� •• •• CLEANOUT ;, • •• ' ' SANITARY STORM 0. ••: 1/2" GRADE 60 REINFORCEMENT d o: a �►►' 24-3/4» ``� ;��;:��,: •� .` a I 18� I [4 �•'='_�'; :.." " SECTION A-A .----13" CC--10- �1 '. 3-3 8" FOR ; %-7 / ,• •1 o e` I PLASTIC SAFETY STEP 22 i i "• •. I I 8"--8-5/8" a :� 8"-� 27" ./; .\ NOTES: 1 • \/ •� 1. Y4" ALLEN HEAD BOLTS `` • TS �.• •4•. 28" 11 / oo�i1;' ' �� 1L" LOINGRAECESSED.i . \• 'r••' Li 'Olik r 3 �"�ti T i p►.��tl.�.L� • • • •• °.° \ 2. TOL HAVE BOLT DOWN COVERS. -' .- 4. .� . . ' ? 3.. 7.. .. ...�' ._•l.?:" ►•' ,. °, 3 CASIIRONN. ASTM AE 48,AY .�.. •'' :._ ► •, r. )2- #6 .3/4" GALVANIZED BAR • •• '' • • • •i..• CLASS 30. .10 ' ... MATERIALS: d: ►..' 3" 3" %.,I.Z„ • ;.. • 4• b,• :� GALVANIZED: ► :i l .24tt. ,d ►,• 14 ,° •• #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. I. i••.4 • •,• 23" REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. a• ¢..�'•.-4 a: v. ll24-1/2" CONCRETE ENCASED ' /GALVANIZED CONFORMING WITH ASTM A-123. d ` • BOTTOM OF WYE PLASTIC: , •' •a0 31 ► 3/4 - FOR PLASTIC PIPE \--3/4"-0 1//// Ji/1 MUST CONFORM WITH ASTM C-478. •%�.� ►;� STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. �- MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED NOTES: DETAIL WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE " 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 48 BEND IF CONCRETE PIPE WITH SERRATED SURFACES 4 FOR GALVANIZED STEP 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4. NOTCH LID FOR LIFTING HOOK. RD STANDARD CLEANOUT CLEANOUT FRAME r MANHOLE STEP SUBURBAN AND STANDARD CleanWatier Services MANHOLE FRAME AND COVER C1eanWate� Services REVISED 02-03 CleanWate� Services AND COVER CleanWate Our commitment is clear. Our commitment is clear. ;ervices REVISED 02-03 Our commitment Is clear. DRAWING NO. 150 DRAWING NO. 160 REVISED 02-03 DRAWING NO. 100REVISED 02-03 Out commitment is clear. DRAWING NO. 110-SA/ST _ _-- _.__ fio Doc _ PLAN v P ° PROPERTY LINE OR m a UTILITY EASEMENT \ EXISTING DRIVEWAY - MIMI (4 C' _ m V cV O _ z� u N N E Iv Q MATCH WIDTH & GRADE ASBUILT II N JW J6 . , 6 -1. p O Q .S - N 7 OIx' 04 V U A �- / R W LINE II_I' 11.1 '�' z' m c , 4 ''� o '^ t SEE NOTE 4 Z � ^ b ' VARIES ...-� Q z Y. W iD N SECURE 2X4 IN PLACE \ a < O g ��N S f f ` '' I SEE NOTE 3 PIPE SIZE AS SPECIFIED AGAINST PLUG W/ BACKFILL <z o ui ��`i s .-4 m ¢ _ b = TO PREVENT PLUG BLOWOFF w J{ a, a a L�7 4 °� w o Tc, 4 � � = zc� E o � >, i aio ' J SEE s z Z H o N " a I c I �- NOTE 3 2% PROPERTY OWNER/APPLICANT: . STORM OR SANITARY \ U o o ° t ' P 6 5 MIN 2 SEWER MAIN < N - ri : 1-..: D - F M m Q SEE NOTE 2 NOTES: N V SIDEWALK PAC RIM PROPERTIES, LLC - 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDESTORM PIPELINE Z > > w o I 5700 NW EL REY DRIVE CONNECTIONS TO 8" AND 10" MANS SHALL BE WITH FACTORY al 0 _ all FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED. 2X4 w o z o x U 6"4 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING N o z 9n� < Cl.w a A CAMAS, WA 98607 o <~ • 3 Z 6' 30' MAX 6' A PVC ASTTJ-3034 ALL PIPE SHALL BE COLOR CODED: T p N a I I . U - -} ,� © Phone: 360--833- 4572 GREEN FOR SANITARY SIDE SEWERS 12' z-c� 1= ,- 10' MIN Fax: 503--696-5150 WHITE FOR STORM SIDE PIPLINES 1 - H n o J La cc o B. CONCRETE ASTtd C-14, cL-a I. N < H= 0. Q PLAN E-mail: billC�pc�crimhomes.com C. DUCTILE IRON CLASS-SOI 0 MIN o < o 0< Oa 0 HEIGHT: TOTAL LENGTH OF 2X4 . a N M< d m t1 LOT► AS SHOWN ON APPROVED SET OF PLANS 38 1 MARKINGS TO FACE STREET �` ;?J 3/4" 12" HEIGHT APPLICANT REPRESENTATIVE CONTH OF GROUND MAGNETIC► > ° MIN 2X4 �--COLOR CODE SURFACE SURFACE TAPE N 11 ~ a HALE DESIGN SERVICES �� 1 STEPHEN C. HALN..2 STREET 3 lOT► (GREEN-SANITARY) ]` Z _ri 204E 4C. H L(WHITE-sroRM) ���� � ����� - - £ j ,.0 _ 6 oVANCOUVER, WST. LABEL MAGNETIC TAPE WATH BLACK LETTERING W GROUNDANITARY: "CAUTION SEWER BURIED BELOW." o z 2 OF AGGREGATE TORM: ": " AUTI STORM DRAIN BURIED BELOW (3/4"-O") COMPACTED Phone: 360-PillLACE 18" ABOVE TOP of PIPE AND AGAINST 2X4. z ry M SECTION A-Aoa6" X 6" 10 GA MESHE mall: schaleFax: 1111 / Q -- aul� mo1� 9i .I SEE NOTE N0. 4I0 ~ z ► PLUG IAli Z 0_ NOTES: Project Noma and Address: .82 'y L�-- .ZY - 11111 < {- l�It!% II,. II PAC RIM a 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. ,80 /-•• . va.° ..� • 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3-LOT MINOR PARTITION 110 i•1L . °.%o o.o, MINIMUM SLOPE FOR PIPE ZONE °o°° =.�/ •g8o °' MI PIPE 0.010EF MATERAL3/4"-0 AS SPECIFIED ca - 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 8200 SW BONITA RD. ° ' 4" PIPE = 0.020 I .SI --1 -+U MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. TIGARD, OR 97224 \ SUPPORT TEE WITH -1 1 I i i 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. REF. PARCEL ; 2S112BC 1300 `. ``` BEDDING GRAVEL, } I II-1 I II I MINIMUM 2'0" WIDE ELEVATION I II-1 I II I Z • S� Case No: MLP2006-00064 I f-YS�-71 I I I II-1 - 1 N I" 1 U i 1 I I I Ili II Q ti3Project Sheet SIDE SEWER SIDE STORMtil '�" / , I I t II APP��o eY: 010405 CleanWate� Services , a I I II z I• NO SCALE STANDARD PIPELINE _ AGUSTIN P. ouENAs STANDARD REVISED 02-03 Our commitment is clear. Q ENGINEERING DEPARTMENT Dote DRAWING NO. 170 F Fr 1 � a97u; aTY ENGINEER DRIVEWAY DWG. N0. / / ""'' ( 10 20 06 DETAILS rAx `sas�684-7291 MARCH 1998 14 2 CITY OF TIGARD OREGON APPROVAL DATE Scale -- - -- 1" - 20' ------ ----- - SHEET a of 5 ! �} , . �H 'Y 3 .�: ",' , Z ' ft -= BONITA TREE PLAN 06960 . . .. t _1 - OF THE TREE - - �d, . - w . _, ANY PORTION . � ,: .. .. WITH N OR.._ . _. , ..,. PROPERTY IN NO TREE W. . . ., � _: ,..�. .__-. OR TO LOCATE TREES ALONG PROD z_ _ .r . . .. � : ._ NO SURVEY L _ ..r. s:. _� ._.. •. _ .-, .._.. _.: ... .._._..,. ._. _ � . NOTE: -."..-,-. �.{. ✓�,�. .�.y ..,•r •s. fir..„".t .,,y>?,., 6s•*. ,,.xn Y ...� r,�: ,..,._ .,.. .. _ .sue- _.. - ,, ..v,. �:.. � :- ,� .,�r.�, -...ter � ... -: :.:�. �. -OS!, TYPEO� ' ,, r � . . ,. _ �i �- � w ..,E r, _ c3d .yam 3 .. ...�, �a�,.� _.�d'.'d� .�., .. _€. ...... ... ... I` ` .. . .. ..,. - :...,_.::.s. s , _. _ � ''3.�a _ �` 1 / '1E �... • $,.,. �Y' ..� . .rY �'k.�.tS.:. ,:-nx-.�r,.�1�.Yfi.,s., 's..s....,.nFT.,-�.'��1�.���__.. . .Co- ..,.a.r... ��..�i'S , ..-. �`, r , ... „ � �, .�., s �- y� T TRUNK ON NEIGHBORING PROPERTY OR OFF-SITE SHALL BE GUT DOWN WITHOUT CONSENT OF CO-TENANT __.., ._.� _,�. NbbESl A R v !rr61>�EL TYPE SURVEYS COMMENTS SIZE DBH MITIGATE REMOVE TREE REMOVAL 18.709 TREE DESIGNATED FOR RETENTION THE PREVIOUS PLAN PROPOSED 15% OF NEIGHBOR. Maple 205 _ 18 1 REMOVE I TREES 12" AND LARGER TO REMAIN ON Cherry 208 22 THIS PROJECT IS SUBJECT TO THE CITY OF TUALATIN TREE REMOVAL REE DESIGNATED FOR REMOVAL SITE. THIS PLAN PROPOSES TREES 215, Appe 215 CBE a 1 1 ORDINANCE 18.709, WHICH REQUIRES PREPARATION OF A TREE CRC CONFLICT WITH ROAD CONSTRUCTION Planning PROTECTION PLAN. THE SITE CONTAINS 137 JURISDICTIONAL TREES AS CGD CONFLICT WITH SITE GRADING I DRAINAGE 221, 230, 284, 285, 4 39& M A TO BE REMOVED TREE LOCATIONS AND SIZES HAVE BEEN OBTAINED FRO TREE SURVEY BY HALE DESIGN Maple 221 28 NOTED ON THE ATTACHED TREE PRESERVATION PLAN PREPARED BY CSW CONFLICT WITH STORMWATER FACILITY12" SERVICES. PLANNING SOLUTIONS, INC. I5 NOT RESPONSIBLE FOR ERRORS WHICH MAY BE Laurel 228 TCA TTC TFT TLS TBR TBI TIB 18 1 1 DANIEL G. GEORGE AN ISA CERTIFIED ARBORIST PN 1155. THIS CBE CONFLICT WITH BUILDING ENVELOPE AS WELL, THUS 64% OF TREES OR Maple 229 CBE 14 1 _ 1 Solutions,PROJECT PRESENTS A N EXCELLENT 0 P P 0 R T U N IT Y FOR TREE LARGER ARE TO REMAIN. 50% OF TREES PRESENT IN THIS TREE SURVEY. Maple 230 CBE 14 1 1 Inc. CDR CONFLICT WITH DRIVE AND PATIO LOCATION Maple 236 CRC 30 1 1 RETENTION. SOME TREES ARE REQUIRED FOR REMOVAL TO TREE CONDITIONIDEFECTS 215, 221, 230, 284, 285 316 WILL BE Hawthorne 237 CRC 9 1 ameimmitiommomi ACCOMMODATE NEW CONSTRUCTION OF INFRASTRUCTURE AND TTC CRACK IN TRUNK MITIGATED PER I8.1'10.0308. SEE PLANT APO243 9 Creating Solutions CLEAR BUILDING PADS. AT THE DISCRETION OF THE FUTURE LOT ICA CAVITY I HOLLOW INTRUNK Maple ► 248 48 1 1 to Complax/ssuas 32 OWNERS, ADDITIONAL TREES MAY BE REQUESTED FOR REMOVAL AS TCO CO-DOMINANT TRUNKS LEGEND FOR PROPOSED MITIGATION. Maple CBE PART OF THE BUILDING PERMIT REVIEW. TFT TRUNK FAILURE SYMBOL DESCRIPTION TIB TRUNK/BRANCH INCLUDED BARK OR EMBEDDED BARK Maple 252 CRC 14 1 1 TRH RED HART TRUNK DECAY Maple 253 CRC 18 1 1 THiS PLAN IDENTIFIES THE LOCATION, SIZE AND SPECIES OF ALL TREES TBI RED TIKDECATiON TREE NUMBER Maple 254 CRC 16 1 1 6 INCHES DBH AND LARGER. THE TREE PLAN INCLUDES TREEBORING \ Maple 255 CRC 24 1 1 1508 BROADWAY STREET PRESERVATION MEASURES DESIGNED TO PROTECT ONSITE TREE TBR TRUNK BUTT FUNGUS TREE SIZE TBF BRACT FUNGUS INFESTATION ON TRUNK _�� �� EXISTING TREE Maple 256 CRC 10 11 VANCOUVER WA 98663 INTENDED FOR RETENTION DURING CONSTRUCTION ACTIVATES. THE TLM TRUNK MODERATELY LEANING<5% 215 14" Maple 258 CRC 0Maple 257 CRC 1 1 PLAN PROPOSES TO REMOVE TREES WHERE CONFLICTS EXIST WITH TMI TRUNK MECHANICAL INJURY VOICE:3607609000 FAX:360-7509201 PROPOSED GRADING, UTILITY EXTENSION, AND BUILDING PLACEMENT. IP6 TRUNK POOR BRANCH ATTACHMENT 229 14° EXISTING TREE TO BE REMOVED Maple 260 6 ADDITIONAL TREES ARE PROPOSED TO BE REMOVED AS THE RESULT TLS TRUNK SEVERELY LEANING<5% 230 14" Maple 261 8 OF THEIR PHYSICAL CONDITION. THE PROJECT PRESENTS AN TLC TRUNK LEAN NATURALLY CORRECTED - 12 TTO TRUNK TOPPED I I I 1 i I 284 14Cherry 262 EXCELLENT OPPORTUNITY TO RETAIN 48 OF THE 84 SIGNIFICANT TREES ' " TREE PROTECTION FENCE (4' CHAIN LINK, ORANGE PVC FENCE Maple 263 CBE 7 1 OR SILT FENCE) (ALSO DENOTES APPROXIMATE AREA OFwww. lanntn olullonsinc.com (75% RETENTION OF TREES OVER 12 INCHES DBH). ACCORDING TO RSH ROOTS/SOIL HEAVING OPPOSITE LEANING TREE 285 14t: Maple 264 CBE 8 1 P RRD ROOT DECAY 18.790.030.2.D NO MITIGATION IS REQUIRED FOR RETENTION OF 75% OF RLR LAMINATED ROOT ROT 3'16 14 CRITICAL ROOT ZONES TO BE PROTECTED) Maple 26626 CBE 14 1 1 " Maple CBE 14 1 1 EXISTING TREES OVER 12 INCHES IN CALIPER. RRC ROOTCROWNDECAY Maple 267 CBE 14 1 1 RMR ROOT DECAY MUSHROOMS PRESENT n * TREE PROTECTION FENCING MAY REQUIRE RELOCATION PRIOR TO INDIVIDUAL LOT Maple 268 CBE 12 1 1 STREET TREES ARE PROVIDED IN COMPLIANCE WITH 18.745, 18.765, CSH STAG HEADED CROWN TOTAL 84 DEVELOPMENT Maple 269 CBE 9 1 AND 18.705. Cif/ PERCENTAGE DEAD I DECLINE OF TREE CROWN 450% 42° COT CROWN OVERTOPPED BY COMPETING VEGETATION Maple '� 270 CBE 6 1 CAS ASYMMETRIC CROWN I UNBALANCED CROWN REQ. 42" I LGN Maple271 CBE 6 1COB DEAD BRANCHESIDIEBACK SLANT � Maple 272 ICBE 11 1 -'f COT DEAD TWIGS I DIE8ACK . PER I8.1'10.0305 Maple 273 CBE 10 1 =' O SYMBOL I BOTANICAL / COMMON NAME I SIZE GUAINITY I MITI6ATiON Maple 274 CBE 16 1 1 4 Maple 275 CBE 9 1 1 !TI : PROTECTION TIMELINE $ NARRATIVE TREES Maple 276 'CBE 9 1 . . 5 cl. Maple 277 CBE U 1 �,, TREE PROTECTION/ EROSION CONTROL FENCING SHALL BE ESTABLISHED --- - - - - - - - - - �Bt!/lQ f7/Q llQ 1�CY:1G7�DOI�IGQ 2" 2 �(/A Maple 278 CBE PRIOR TO EXCAVATION. IT IS RECOMMENDED TO BE INSTALLED AT THE Maple a79 cBE 6 1 'R' h� Japanese ite Birch Gal. Maple 280 CBE 10 1 T SAME TIME EROSION CONTROL MEASURES ARE INSTALLED. EROSION i� -� �` Maple 28t 1s CONTROL FENCE MAY BE SUBSTITUTED FOR TREE PROTECTION FENCE AS _ _ X-SO " Maple 282 12 � , # NEEDED. SEE DETAIL THIS SHEET. x-� i7GUdrXls Gm'l6rlGGma 2 * 2 N/A Maple 283 CBE 10 1 1 1- White Ash cal. Maple 284 CBE 14 1 1 Maple 285 CBE 14 1 t Maple 286 CBE 6 1 I IMaple 287 CBE 6 1 ' PROTECTION STANDARDS O� e5, �_ --- `�fW�OVIdTA HiDAD Proxima p®rnsylvoiiIca 2" 2 2 N/A* Maple 288 ;CBE 10 1 ;0 I ,�-- --i-I TREES IN VISION I Green Ash GQI• Maple 289 CBE 8 1 t. ill E CONFLICTS ARISE EfET EEN 11 ESE NOTES AND LANDSCAPE DETAILS/NOTES, -�1.-/ Maple 290 CBE 12 1 1 �� TRIANGLE NEED TO THESE NOTES SHALL GOVERN)(URBAN FORESTER'REFERSTO THE,JURISDICTIONS C 1 1 1 Mape 291 CBE 24 1 1 +a ■ URBAN FORESTER) 1 1 BE PRUNED TO A " Maple 292 'CBE 8 1 A. PLACING MATERIALS NEAR TREES.NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE / i HEIGHT OF 8' #: Fergus erandI o/!a 2 2 WA* Maple 293 CBE 11 1 I X--a'WI X-a•W X7 PROTECTED AREA OF ANY TREE DESIGNATED TO RETIAIN,INCLUDING,1311T NOT LIMITED TO, 1 X-� r �iM X-8' American Beech Gal. Maple PARKING EQUit NT,PLACING SOLVENTS,STORING BUILDING MATERIAL AND 501E DEPOSITS, 1 1 1 • s.,, Maple 295 7 DUMPING CONCRETE WASFIOUT NV LOCATING BURN HOLES. 1 � ' 22 B. ATTAGFPIETIT TO TREES.DURING CON51T�11GT1ON,NO PERSON SHALL ATTACH ANY OBJECT TO 1 1 f �/ -4` � - i A R-• '` ; ' 7 F t! ANY TREE DESIGNATED FOR PROTECTION. 1 . . r . i• • ; Cedar 302 48 � 1' a • • �11�� c � T:., `i 2" Maple 308 o C. PROTECTIVE BARD ER BEFORE DEVELOPMENT,LAND CLEARING,FILLING OR ANY LAND -�,... ;s . �a • • 1.1 ', `��4. " �` 'va►e i• ` •�'` f,��� • _la; i<>�,•� ' r• E� �� g syh/a Ga 2 WA* 14 1 Laurel 30914 ALTERATION FOR WHICH A TREE REMOVAL PERMIT 15 REQUIRED,THE APPLICANT. , 1� <. .-��• �""r�tsits-weinsmom.�. • • European Beech Gal• Maple 312 6 I. SHALL ERECT AND MAINTAIN READILY VISIBLE PROTECTIVE TREE FENCING ALONG Tf-EE s, is:. • Jr I (3 • '' Maple 315 111114S OUTER EDGE AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL PROTECTED ;.- 1 _ 1 TREES OR GROUPS OF TREES.FENCES SHALL SE CONSTRUCTED OF CHAIN LINK OR OTHER9 " Maplep 3167 15 �": �s MP �_�-o. �• 2 ( �A•� maple 317 11 Nan APPROVED MATERIAL AND AT LEAST FOUR FEET HIGH,UNLESS OTHER TYPE OF FENCINGMaple 318 14Clio 15 AUTHOWZE•D BY THE URBAN FORESTER ? 114iii VISION Flowering Cherry cal. Maple 319 14 es,) 2. MAY BE REWIRED TO COVER HITH MULCH TO A DEPTH OF AT LEAST SIX(6) INCHES OR , �� F °°._,°...•* HIM PLYWOOD OR SIMILAR MATERIAL THE AREAS ADJOINING THE CRITICAL ROOT ZONE y' - Maple 321 14 -x-. 2" Fr 322 t5 OF A TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. , \ "; , 11171 2 4" Fir 323 Immo 3. SHALL PROHIBIT EXCAVATION OR COMPACTION OF EARTH OR OTHER POTENTIALLYMe ' Gr llt'!ri1 = Fir 324 TCO TFT TLS TPB CAS 30 28 DAMAGING ACTIVITIES WITHIN THE BARRIERS. is \ / 1glihk. Big Leaf Mape Gal. Fir 3254. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATING A Th1O(2)FOOT DE#' ''" 7411:1'4 /� Maple 326 CBE 111 TRENCH TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. •• ;. / C) 3. SHALL MAINTAIN THE PROTECTIVE BARRIERS IN PLACE UNTIL THE URBAN FORESTER 1 / Maple 327 CBE 10 1 AUTHORIZES THEIR RET101/AL OR A FINAL CERTIFICATE OF OCCUPANCY IS ISSUED, 14 _.e • Maple 328 TLC TBR RRC CBE 11 1 00 11-iI.H OCCURS FIRST. .� ,; ° 1/ a Ater rvbrutn 2" 2 4 Cherry 33�0 14Zrim b. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE PROTECTED ZO SUBSEQ�T TO µ -� W ,, Red Ma le cal. cherry 331 12 + Z THE RETIOVAL of THE BARRIERS SHALL BE AGGOh1PLlSi LED HIM LIGHT MACHINERY OR n'111 a< ,,. TYPICAL STREET TREE 2 DBH p HAND LABOR. TYPICAL TREE PROTECTION FENCE _ ` ` x • Maple 334 16CI) n D.GRAVE DETAIL "B" THIS SHEET j�, Cherry 337 10 `C.. YI.._ , T I A Mapla 338 10 I. THE GRADE SHALL NOT BE ELEVATED OR REDUCED Will ITN T} CRITICAL ROOT ZONE OF / f 1 ^ 4 1'5. 6 , Cherry 339 CBE 10 1 W TREES TO 13E PRESERVED WITHOUT THE URRBAN FORESTERS AUTHORIZATION.THE URBAN / (( - 1 340 CBE 14 1 1 Z FORESTER MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF THE TREES -':" 7 / •. Maple" Maple 341 CBE 18 1 1 . OGRITIGAL ROOT ZONE WITH LIGHT SOILS(NO CLAY)TO THE MINIMUM DEPTH NE ESSARY )1( t� V,F BBetula uernont/l 2 " maple 341 CBE 11 1 /I ra �,' 1t 2 4 p O IV 5,0 , .� TO CARRY OUT GRADING OR LANDSCAPE PLANS,IF IT WILL NOT IMPERIL THE SURVIVAL � I 4ra �, .._ t L OF THE TREE.AERATION DEVICES MAY BE REWIRE)TO ENSURE THE TREES SURVIVAL. / ilir si Jac Uemontii Birch Gal. Mape 343 CBE 10 1 m2. IF THE GRADE ADJACENT TO A PRESERVED TREE 15 RAISED �l1GH THAT IT GQULD SLOUGH ( Mape 344 'CBE 7 1•• �r x Maple 345 CBE 11 1 Ci OR ERODE INTO T}IE TRETrS GFRITIGAL ROOT ZONE,IT 5lN/'d_L BE PERMANENTLY � � ,i, I �� �••. Maple 348 CBE 8 10 STABILIZED TO PREVENT SUFFOCATION OF TIE ROOTS. „"` 3. THE APPLICANT SHALL NOT INSTALL AN IMPERVICVS SURFACE WITHIN THE CRITICAL �, 1/, . 0�' ` ' _ Maple 347 CBE 8 1 Q ROOT ZONE OF ANY WEE TO BE RETAINED WITTIOUT TIE AIJI IORIZATION OF THE URBAN ... / a Maple 348 CBE 10 1 (n FORESTER.THE URBAN FORESTER MAY REWIRE r,PCGIFIC CONSTRUCTION METHODS AND/ .-- �2; �bJ69 grand's 2 2 4" Maple 349 CBE 8 1 TO ENSURE THE TREES SURVIVAL AND TO MINIMIZE I 9 UNI OR USE OF AERATION DEVICES 1 If, ' 0� Grand it cal. Maple 350 CBE 6 1 TT E POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. 4. TO THE GREATEST EXTENT PRACTICAL,UTILITY TRENCHES SHALL E3E LOCATED OUTSIDE 1 I Maple 351 co URBAN FORE5119R MAY > 11� Maple 352 10 3: y� OF THE GRITIGAL ROOT ZONE OF TREES TO BE iRETAINED.THE /1 �� ,�0 1 111!. v REQUIRE 111AT UTILITIES BE TUNNELED UNDER TiE ROOTS OF TREES TO SE RETAINED Cherry 353 9 IF THE URBAN FORESTER DETERMINES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE Cherry 354 10 THE CHANCES OF THE TREES SURVIVAL p, 1 , s. i3b169�/'OGP.rQ 2" 2 4" Cherry 351 15 ` t Maple 358 12 ®rA BE PROTECTED FROM EROSION Noble FirCAI. Ma le3586 5. TREES AND OTN82 VEGETATION TO 13E RET INED SHALL AID)SEDIMENTATION GLI ARING OPERATIONS SHALL BE CONDUGiT D SO AS ro EXPOSE 1 " r pia 360 8 1'..4 i THE SMALLEST PRACTICAL AREA 05 SOIL TO EROSION FOR THE LEAST POSSIBLE TIME , �� Ma CBEt{ Cherry36112 'TO CCONTROl.EROSION 5FR11B5,GROIR D GG'VER AND SiIA SHALL BE MAINTAINED ON 14 4. ' Maple362 CBE g 1 ®�THE INDIVIDUAL LOTS,WHERE FEASIBLE.WHERE NOT FEASIBLE APPROPRIATE MOSION b, �' y '` 0 CONTROL PRACTICES SHALL BE IMPI B TENTED. ; • , i ,�; ,��'fY in Ott_ - �iQ ye r- r► 1 _ 60 " 363 16 � " Maple 3364 CBE 65 CBE 10 1 E. DIRECTIONAL FELLING.DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOiD DAMAGE �;;r / ``� 70 Ciedru9 Cl@OGr'Q►''G7 2 " Mae 10 1 TO) 1 I TEO FOR RETENTION. s 2 4 D TREE DEEa;GNA N Deodar Cedar Gal. Maple 366 CBEi 1 1 F. ADDITIONAL REQUIREMENTS.TIE URBAN FORESTER MAY REQUIRE ADDITIONAL TREE •PROTECTION MEASURES WHICH ARE CONSISTENT WITH ACCEPTED URBAN FORESTRY PRACTICES. Cherry 367 13 4Ik I Maple 368 8 1 G. AS RESULT OF RRR1}ER REVIEW, WE EXISTING TREES MARKED FOR PRESERVATION MAY NEED r ; JCS i _� .IA TO BE REMOVED TO ACCONVOVATE FINAL GRADING PLANS AND STORMWATER FACILITIES.IN THE / Haw6�orne 369 9 EVENT IT BECOMES NECESSARY TO REMOVE A TREE THAT IS PROPOSED TO BE RETAINED,AN b� X1-- 4 Maple 370 Maple 376 18 ° EQUIVALENT NUMBEIR OF TREE UNITS SHALL BE PLANTED TO OFFSET THE REMOVED TREES a - / �> ° 9Y1P0//Q 2" Mape 371 �� 3 Vi . 1 d, Ci 'u$ 2 t}" Maple 378 6 2 ' xCyprus Cedar cal. Maple379 10 l'i g `' , ;d �/h ;� :!`':2 Maple 380 8 DRAWN: CHECKED: '� /� t t DG DG CONSTRUCTION SE UENCINO Fl-AN: , 5 ff Cherry 381 )vX•• t ,.,-, Cherry 392 10SCALE: DATE:u9 I. INSTALL TREE PROTECTION MEASURES AS DEPICTED .. .- 1!' Aglaia 393 15 I" _ 20'-0' S2.06 \ / ,"� (/1 " 3943 CBE 10 1 '.., _ •'I GO�IOrIC7 2 " BELOW PRIOR TO GROUND DISTURBING ACTIVITIES 10. 2 4 Maple 395 CBE 9 1 JOB# ob-abo > E CLEARING, GRADING, UTILITY EXTRUSIONS, TREE F ' 3 g3 Beach Pine GQi, Maple 396 CBE 14 1 1 PARCEL . .#. v 1 f��, Maple 397 CBE 11 1 C �I"1► [ Maple 398 CBE 11 1 ISSUED F012: PLR REMOVAL ETC. ' , e `I - �w 17? PJrxr9 Y69tI"I9p CBE 3 �; _ -: 2" i 2. TREE PROTECTION MEASURES SHALL REMAIN IN ! Maple 399 CBE 8 1 / Maple 4009 1 REVISIONS'. i.',, ... / 2 4" 14 PLACE THROUGHOUT THE INFRASTRUCTURE <I. . 5i, ,a� 9 .9 Scotch Pine Gal. Maple 401A o5-oa�b ' s ,1 . - " ° \1, r 7 > ` Maple 402 8 CONSTRUCTION PROCESS. a _� ` Maple 403 6 /� to Setbacks 10-23-06 ON '¢% `,2a t 25 f � ,� ,�, �•- 14 3. TREE PROTECTION MEASURES MAY BE REMOVED � Cherry 404 �' INDIVIDUAL LOTS AFTER ISSUANCE OF FINAL .a 7 ,i; tt `r'' r ::.,,,: � r ,' � _ 0yMape 406 ' 6 ! \ 1222.06 �, T "l;r � _ %e,� 77 41 `- Maple 409 8 • Maple 59816 4 GERTIFIGATE OF OCCUPANCY AND APPROVAL OF T�+E ti 4. < _ A'. ` �r � . �r \ ,., 12 x ., ,CITY URBAN FORESTER. �� 'n= `�: ,, , p _ -_ Mape 599 30 0 t •. I Maple 600 24 I,!i • • �`� Mape60113 4. STREET TREES SHALL BE PLANTED PRIOR TO 1 d ,,, 29 1111111 il ���s. '�w�..�, rA 2 ISSUANCE OF FINAL OCCUPANCY PERMIT. ! g9teum i "' C " Maple 607 S, 5equo! on l 2 2r p l; , 4 ',t.',�� �a,._ I ` ' _�� ' • 7 �' '"��, Giant Sequoia cal. Maple 611 TLC TCA TFT TBR TLS C30 15 1 1 SHEET NAME: ,,. �! -'411111 Ma 612 i�1' � u�\ / i,l / 5 `' � - � 17 23 pe TREE PROTECTION, 1 a C E RT I F I E St -,,,,,.„.., -, �,, pr. - CHERRY PRUNUS VIRGWiANA SUMMARY TABLE: ,,\,..„,-- '" HAWTHORNE CRATAEGUS SP. 137 TOTAL TREES>6'DBH SIRE LET THEE & _ '"ININMilim ailla ":: 4_,. _12' MITIGATiON X LAUREL FRONDS LAUROCERASUS 23NUMBER OF TREES> DBH PROPOSED FOR REMOVAL AMMO Ytip: MAPLE ACER MACROPNYLLUM 64 NUMBER OF TREES>12'0BH PROPOSED FOR RETENTIO APPLE MALUS SR 36%PERCENT TREES>12'DBH PROPOSED FOR RETENTION Psevao menstesil 2" " PLAN I ! ma - Vil: wga 2 4 4141111111111811111111111111111 `� STREET TES DouglasFfr Gal. sHEEr;�: �••�►=-II�•Iwt QUANTITY: I I TREES ' -J IN. r SPACING: 20' MINIMUM - 40' MAXIMUM AS ;,Miami ~i III REQUIRED TO CONFORM TO INFRASTRUCTURE I " • R, AND DRIVE LOCATIONS. TREES SHALL BE PLANTEDm! { tom••. PRIOR TO FINAL OCCUPANCY FOR THE ABUTTING LOT. TREES " M T1. LOCATED WITHIN VISION TRIANGLE SHALL HAVE BRANCHES TOTAL MITIGATION 42 O 40 80 DAN GEORGE PRUNED TO A HEIGHT OF 8'. II STREET TREES DO NOT COUNT TOWIARDS MITIGATION NORTH 0 60 TOO SHEET ( OF 2 & 0 PN-11N56 y a: naii,411, i 4 , Planning Solutions, Inc. Creating Solutions to Complex Issues 1508 BROADWAY STREET VANCOUVER, WA 98663 VOICE:360-750-9000 FAX:360.750 9201 TREE TIES AT TWO LAGATIOt REFER TO PRAY( PlO SPECIFICAT1ON3 FOR TYPE,(PQR TOTM.)TYP. PROVIDE 3'-6'OP SLAG(IN TIES TO ALLOW seam IREE FOR TREEMov�.err. www.pianningsolutionsinc.com TEWMY. POLE i STAPLE (2)2')Q'TREE STAt 3(SET PLII�tJi1.DO i TREENOT P@ETRATE ROOT ROOT EAU,,REMOVE ORR CUT T SACK BURLAP PLAN VIEW AND Tree FROM ROOT B1'LL.SET ORO?MI 2' z. NOT FOR MOVE MOW atece PROVIDE POSITIVE HOTUSE DRAINAGE AF'1AY FROM ROOT 8AI.1. Y'UAT'Eti , gZTM ( MATER RETINTICN EE RM FIRST YEAR rit, lit ' 0 2 (?„,_ vow TURF MEM.REMOVE IN s „ . p . 0 ..17 x E FT3t11L12132 TABLETS i 1 P 11 PLAN11NS PIT TO ee vice me DIMETER OP ROOT 4 Ebl�J ROOT EM LL RO YV 40•ROOTAPPUGATION,DEF;.6GTINBMSTALL s RIBS►24 DEP71�LINEAR %ON I R001'slow:As ABOVE NoceAlAN6 CM Uil NSFEGTION SCHEDULE: -F 11_ ��i;. mimes) Sou.I ROOT BALL , ._ 0 2 cue it; ;�:�: ; d=�� PROVIDE POSITIVE DRAI}L,6E MAY MGM •ilk•� THIS INSPECTION SCHEDULE IS A MANDATORY -\it-..i .."=..•.:. -1111- ROOT EMU- ,; to REQUIREMENT THAT MUST BE FOLLOWED OR A STOP N- j WORK ORDER WILL BE ISSUED BY THE CITY OF TIGARD _\ Nom "'`.,. FOR ALL CONSTRUCTION ACTIVITIES. IT SHALL BE THE REFER TO NOTES TENS SNIT ANv PLAN OBLIGATION OF THE CONTRACTOR TO NOTIFY DANIEL SHEETS FoRMORE INFORMATION GEORGE TWO WEEKS PRIOR TO BEGINNING SITE WORK: SUBDIVISION INFRASTRUCTURE CONSTRUCTION 0 N To PlantingDeta� SECIION/PLAN VVW I. INSPECT PLACEMENT OF TREE PROTECTION MEASURES PER THIS PLAN. MEET CONTRACTOR ON oik SITE TO REVIEW TREE PROTECTION STANDARDS 4 INSTALLATION. THE CITY URBAN FORESTER SHALL1146 INSPECT INSTALLATION OF TREE PROTECTION MEASURES PRIOR TO COMMENCING CONSTRUCTION. limftlie 2. INSPECT TREE PROTECTION MEASURES AND SITE113e CONDITIONS ONCE EVERY TWO WEEKS DURING ACTIVE CONSTRUCTION BASED ON CONTRACTOR NOTIFICATION. 0 3. TREE PROTECTION MEASURES SHALL NOT BE ALTERED WITHOUT WRITTEN CONSENT OF THE PROJECT ARBORIST. , z HOME CONSTRUCTION I. 8 I. CERTIFIED ARBORIST SHALL PROVIDE SITE SPECIFIC TREE PROTECTION MEASURES ON THE SITE PLAN FOR y Z W BUILDING REVIEW. O O g 2. INSPECT PLACEMENT OF TREE PROTECTION m 1. MEASURES PER THIS PLAN. MEET CONTRACTOR ON SITE TO REVIEW TREE PROTECTION STANDARDS 4 INSTALLATION. THE CITY URBAN FORESTER SHALL (10 Z 2 INSPECT INSTALLATION OF TREE PROTECTION 11111fti 8 Ut MEASURES PRIOR TO COMMENCING CONSTRUCTION.3. INSPECT TREE PROTECTION MEASURES AND SITE LU NDO b CONDITIONS ONCE EVERY TWO WEEKS DURING ACTIVE 6 CONSTRUCTION BASED ON CONTRACTOR NOTIFICATION. �Y 4. TREE PROTECTION MEASURES SHALL NOT BE sTA1VAAD STEEL ALTERED WITHOUT WRITTEN CONSENT OF THE PROJECT EttaCR4bi HIGH ''0N S 1_4114C ARBORIST. 0 5. CERTIFIED ARBORIST SHALL PROVIDE A FINAL oftmin q CERTIFICATION INDICATING TREE PROTECTION MEASURES AND ADDRESS THE CONDITION OF THE °°"'i6T1EE PRESERVED TREES. 0 A It 1 Ii0T13 --Om Cel 'I PROtE+OTIO i SPIN.l.TEE "- LOCATED AT THE DI ER DRAWN: CHECKED: z FIRMER OP Tie cRITICA�.ROOT DG DG a @ 11 I I I I I I I I I I I I I I I 1111 BALL Fetal AS Pet SCALE: DATE: AS ROTE!,OW THE PLAN.I IIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIi WAKPAGI ER'SSPECIPICATION '-.4 § II IIIIIIIIIIIIIIIIIIIIIIIIIIIII Itilll A5 SHOWN 52.06 al I IIIIIIIililllllll Ililllllllll IIII'I f9iCe WAY EE LOCATED MOM) TI•e GRTICAL.FOOT IOC Of WEE JOB#: 06-160 I IIIIIIIIIIIIIIIIIIiIIIIIIIfII illlI I DOM&RATTEREE3. MAN ISSUED FOR: PLR �I U LL�1I111111 L 1:n 60OL DLW.TREE 2 REVISIONS: 1 O T1M Protection Fencing D.taY A 05-09-y06 f_ )t D. Not To Soda SECTION/PLAN YEW A\ Update Setbacks 10-23-06 A 1222.06 s A a A 1 9 A 3 SHEET NAME: ,< g TREE PROTECTION, STREET TREE & 1 2 MITIGATION 1 ! PLAN . SHEET#: 1 AT2i kSHEET 2 OF 2 § 0 I 1