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Plans S 1T2008-00005 WINCO 7501 SW DARTMOUTH ST 100 City of Tigard, Oregon ® 13125 SW Hall Blvd. • Tigard, OR 97223 May 2, 2008 r _ i RE: WINCO Project Information x 7 Building Permit: SIT2008-00005 Construction Type: IIB Address: 12617 SW Walnut St. Occupancy Type: M/B/S1 Area: 93000 Sq. Ft. Stories: 1 Name: Winco Sprinkled: Yes EROSION • Erosion control measures shall be in place prior to excavation or grading. ACCESSIBILITY • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC • Designated van accessible parking spaces shall also have a sign that includes the words "Wheelchair User Only". OSSC 1104.1 Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.42 OSSC American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Respectfully, Mark VanDomelen, Plans Examination Supervisor (503)718-2436 markv @tigard-or.gov Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 0 & 8 g N r.... ‘11° i : a: P L A N S FOR . � LPL, . z 8 T �P U Cl --FIGAR. [) vviNc (:) _ m ZS g 1 w co 0 I -TB ! v 3 I BUILDING EXPANSION • g , Oregon ,-- ,..,-- --., SW PINE ST ' r`r 'T1ST %% h ��> a fr. \ /1/ GIs /.F t R ,$ ,r^,^>? ' z I r v r r.q t. a. err L �Clo ': t VOi S� ,< . 0 ...../ ...N1.mismalW (SW PFAFFLE ST Q til �r. . , , . . ��.W., t� '/ i r " �` - i/ r. +;+...a �. i s a #�! "•tFi s 5,3, �- ' , / a�i^ .or/a.a azcs5rs» +. ✓s r v. a w.c a•s e ern ° >. »ay '" - %I � * .�ce.su x:s �«t v aaw xx•s gnat T xzvc i ��: 1v-wC'. 5 ..L w r 1t � .•-`✓lNk ,y.3t 3". At> ;..f'��iXi iSC'i`i .gran v^> Nd' i( in / ya:� '���» �c.x , •ate c { mac- ��.� su { >wia! 2'+`. .�'vk((s 4r] 5,�,, •yrnc�rr>. I p�f tt+?' ,� ',x.,A�u / I .s..»im .� :, ' Yet t y..x>?. 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I.1.<r .r v 1 rran : c:a f ,4-x �: ''•��r;�z A /�.'•`�..,w •,. h,Er 2 +.a. nw.�. <1 ws't t X,_, ,,, s , ...t< M .s .: �` (I) w. `"-.,`~- / /Y' " 0� „°v Mix s 5 „. a, ' ', A; ,4„-,-z -,,i4.-4,,,,:,,a.:;z7.<7,t..?,,:4-.....,VICINITY MAP ,- , �`''� ^s� �� �..k < � .'�" ,,,,,',S ri NOT TO SCALE 0 a) •�„ I� *F.,,$,, cr �4x�� o 0 LLI ., BASIS OF ING 0 SITE MAP An. BASIS OF BEARING N01 43 56 E WAS DERIVED FROM HOLDING Z FOUND MONUMENTS ALONG THE CENTERLINE SW 72ND 1"..200/ VP' ...��. Cti 0 0 AVENUE AS SHOWN ON PARTITION PLAT 1995-013. v.- _ BENCHMARK ELEVATION DATUM: NGVD 29 m Z PROJECT BENCHMARK: 1/4 CORNER, SECTIONS 36/1 RECORD DOCUMENTS m LOCATION: T1S-T2S-R1 W N A. CONTRACTOR TO KEEP AN ACCURATE AND CURRENT SET OF REDLINED ELEVATION: 181.62 FEET AS-BUILT SHEET INDEX REDLIINED AS DRAWINGS AS-BUILT DRAWINGS SHALL ACCURATELY RECORD ALL CHANGES CO.O COVER-�-� �� SU SHEET PH MADE DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO ELEVATIONS, TOPOGRAPHIC AND BOUNDARY SURVEY SLOPES, LENGTHS AND HORIZONTAL LOCATION. REDLINED AS-BUILT a.0 EXISTING CONDITIONS, DEMOLITION, WNC688.04 - WINCO TIGARD DRAWINGS WILL ALSO SHOW SIZE AND LOCATION OF PRIVATE FRANCHISE �- •- PARCELS 2 & 3 AND THE EXCEPTION TO UTILITIES, LANDSCAPE PIPING AND SLEEVING AND SITE LIGHTING ELECTRICAL AND EROSION CONTROL PLAN W o PARCEL 2 OF PARTITION PLAT NO. 1995-013 RUNS. C1.1 EXISTING CONDITIONS DATA 0 z Z LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP B. REDLINED AS-BUILT DRAWINGS WILL IDENTIFY AND DESCRIBE UNEXPECTED c C1.2 EROSION CONTROL DETAILS ff. 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, VARIATIONS OF SUBSURFACE CONDITIONS AND LOCATIONS OF ANY UTILITIES re cr DATE OF OF FIELD WORK: JUNE 2006 COUNTY, OREGON ENCOUNTERED. C2.0 SITE PLAN co c C. CONTRACTOR SHALL PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH Z o U C3.0 UTILITY PLAN N01"ES REDLINED COPY OF PLANS SHOWING CONSTRUCTED AS-BUILT ELEVATIONS, LOCATIONS AND PLAN DEVIATIONS. REDLINED AS-BUILT DRAWINGS TO BE L1.0 STREET TREE PLANTING PLAN 0 1. THE BOUNDARY DETERMINATION IS BASED ON PARTITION PLAT NO. 1995-013, SUBMITTED TO OWNER'S REPRESENTATIVE ONE WEEK PRIOR TO REQUESTING o Q c RECORDED FEBRUARY 24, 1995. WALK- THROUGH AND/OR ACCEPTANCE OF SUBSTANTIAL COMPLETION. 12.0 STREET TREE IRRIGATION PLAN Z ° 2. BUILDING AREAS SHOWN HEREON ARE BASED ON EXTERIOR MEASUREMENTS. _ - D. AS-BUILT DRAWINGS: I, THE UNDERSIGNED, STATE I HAVE CHECKED AND 13.0 PLANTING DETAILS AND NOTES 4 '- VERIFIED THAT THESE REDLINED AS-BUILT DRAWINGS ARE ACCURATE AND UTILITY STATEMENT: COMPLETE TO THE BEST OF MY KNOWLEDGE L3.1 IRRIGATION DETALS AID NOTES THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM 4 J/ e. FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE P SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND CITY OF TIGARD \‘''''',‘4,G Asa ROF�fJ, UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, SIGNATURE DATE Approved s' '� INS 0*. EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER t'� ditionaIIy Approved �� DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN S� INFORMATION only the work as described in: r l so174PE For onl ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES PERMIT NO.--S T Y a"000 C. CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE EXISTING BUILDING AREA 82,942 SQ FT See Letter to: Attach i ' c. N 'b FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PROPOSED BUILDING AREA 92,185 SQ FT Job Address: A S O j Sw l� �- -1.-1 - 15,Z� Q�� PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. LOT AREA 12.6 ACRES P;:--661------ Date: ' `` ' '4 E-�e 1 OF LANDSCAPING 32% NEG OF SITE COVERAGE 17% EXPIRES: 12-31-08 PROJECT TEAM LAND USE APPROVAL REFERENCES DATE l 03/11/08 DRAWN I JAUND OWNER ARCHITECT CIVIL ENGINEER LANDSCAPE ARCHITECT SURVEYOR DESIGNED I JJV/ND Winco Foods Peterson Stag Architects WRG Design, Inc WRG Design, Inc WRG Design, Inc SDR2007-0002 CONDITIONS MET UNDER THIS P AND TIGARD WINCO 111 650 N Armstrong PI 5200 W State Street 5415 SW Westgate Drive, Suite 100 5415 SW Westgate Drive, Suite 100 5415 SW Westgate Drive, Suite 100 PARKING IMPROVEMENTS PLAN SET SUBMITTED ON MARCH 5, 2008. (1) CHECKED I CAN Boise, ID 83704 Boise, ID 83703 Portland, OR 97221 Portland, OR 97221 Portland, OR 97221 (PERMIT NUMBER SDR93-002 AND MMD2007.00014) PROJECT I X6888.04 (208) 377-0110 (280) 345-1642 (503) ::;9-2500 - 00 - 00 MMD2008-00002 THESE CONDITIONS ARE MET WITH THE ABOVE REFERENCED PLANS. SHEET TITLE fax (280) 345-1532 fax (503) 9-2600 fax (503) 419-2600 fax (503) 419-2600 fax Contact: David Van Etten Contact: Lee Lizama Contact: Chris Negelspach Contact: Mike Andrews Contact: Paul Galli COVER SHEET NUMBER OFFICE COPY CIE L1J 0 0.0 11. OF # SHEETS • 0 P.N 4 g co z o r c L g iti i 8 og z m v� `r 0 6 . S g 1� 1 STORM DRAINAGE TABLE SANITARY SEWER TABLE • W cA 0 STORM DRAIN MH 11 STORM DRAIN CB 21 STORM DRAIN MH Q SANITARY SEWER MH € Lo--, RIM=211.39 RIM=228.04' RIM=198.63' RIM=211.97' D 3 12 R 1E12"CPP(NW)=205.31' IE12"PVC(N)=226.39' IE14"CPP(E)=191.33' 8"PVC(N,S) 1E14"CPP(NE)=205.35' IE12"PVC(S)=226.44' IE14"CPP(W)=191.09' 10'PVC(E,W) IE16"CPP(W)=203.91' SUMP=226.39' 1E10"PVC(N)=191.19' FLOWLINE=199.88' IE16"CPP(N)=203.92' © STORM DRAIN MH FLOWLINE=191.37' IE1 fi CPP E =204.12 0 0 SANITARY SEWER MH LID O RIM=228.38' 22 STORM DRAIN MH RIM=210.52' 0 STORM DRAIN CB IE10"PVC(W)=223.44' RIM=179.58' NOFLOW RIM 213.32' IE12"PVC(S)=223.28' IE16"CPP(E)=173.73' 3" SANITARY. SEWER MH IE10 CPP(N)=208.57 FLOWLINE=223.40' IE16 CPP(W)=173.77 RIM=176.30' IE12"CPP(E)=207.52' 13 STORM DRAIN CB 1E12"CPP(N)=175.23' 12"PVC(W,E) IE10" ( ) RIM=228.09' FLOWLINE=164.58 GPP S IE12"CPP(S)=175.08' • IE12"CPP(W) IE10"CONC(E)=223.54' Cl) STORM DRAIN CB SUMP-207.52 SUMP=222.64' RIM=179.18' 4 SANITARY SEWER MH RIM=188.96' 0 STORM DRAIN CB IE12"CPP(S)=176.83' " 14 STORM DRAIN CB 12 PVC(W,E N) RIM=212.11' RIM=229.75' SUMP=176.93' FLOWLINE=177.50' 1E12"PVC(N)=209.36' IE1O"CONC(N)=228.05 24 STORM DRAIN CB SUMP=209.44' " O SANITARY SEWER MH IE10 CONC(S)=228.06 RIM»179.19 RIM=200.52' 04 STORM DRAIN MH SUMP=228.06' IE12 CPP(N)=176.74 12'PVC(W,E,N,NE) CD RIM=210.74' 15 STORM DRAIN MH SUMP=176.89' FLOWLINE=188.78' IE36"CPP N =202.64 0 - ( } � RIM-196.64 25 STORM DRAIN CB Z SUMP=202.50 " - IE14 CPP(E)-192.14 R1M=189.88 �.,. ® STORM DRAIN MH IE14"CPP(W)=191.86' IE12"CPP(N)=187.48' RIM=213.85' IE8"PVC(S)=191.59' SUMP=187.48' < 0 IE36"CPP(S)=202.90' FLOWLINE=192.10' o 26 STORM DRAIN MH I- J MH IS FULL OF MUD SUMP=202.50 ELEVATIONS AREf RIM=190.21 ....,■. 0 STORM DRAIN CB IE16»CPP(E)=181.77' RIM=212.02 16 STORM DRAIN MH IE16 CPP W =181.73 0 D IE8"CPP(SE)=209.87' RIM 195.08 IE1 2 CPP(S)=181.96 IE14.CPP(E)=188.22 SUMP-209.77• ( ) STORM DRAIN MH C/)27 CC) 1E14'1CPP S =188.24 0 STORM DRAIN MH RIM=193.21' a STORM DRAIN MH 1E16"CPP E =186.57' RIM--225.47 " ( } • 1E14"PVC(N) RIM 193.60- •• IE16"CPP(W)=186.32• 0 0 1E14"CPP(S) IE14"CPP(N)=185.41 IE14 CPP(N)=187.72 IE12"PVC(W)=220.67' IE14"CPP(S)=185.23 1E10 CPP W =185.34 28 STORM DRAIN CB ( ) o 0 STORM DRAIN CB 18 STORM DRAIN MH RIM 197.00- � 0 Z (j) RIM 225.01 o IE12 CPP(S} 194.15 " RIM=191.87 • ..� 1E12 PVC(E)=221.11 IE14"CPP(N)=182.29" SUMP=194.35' z 0 SUMP=220.21 " _ • STORM DRAIN MH 0 IE14 CPP(S) 1$1.99 j g STORM DRAIN CB 1E14"CPP(E)=182.15 RIM=197.76' 0 RIM=226.82' 1E12 CPP(SW)=182.41 IE16 CPP(E)=191.19 U IE12'CONC(NE)=225.27' 1E16"CPP(W)=190.86' 0 1E18'GONG{N)=225.22' 6-> STORM DRAIN MH IE12"CPP(S)=191.46' � „ RIM 188.84 IE12"GPP N =191.50' `� � � IE18 CONC(S)=225.12 1E14"CPP(N)=174.51' ( ) a)0 SUMP=225.32' " _ • z IE26 CPP(SW)-174.07 30 STORM DRAIN CB 10 STORM DRAIN CB SUMP=171.91' RIM=197.44' 0 RIM=226.88' 20 STORM DRAIN MH 1E12 CPP(N)=194.69 0 w IE12"CONC(E)=225.53' RIM=201.21' SUMP=194.79' -Cl)-1E18'GONG N =225.53' IE14"CPP(E)=194.30 CD Z 166- 111111111111111 IE18"CONC(S)=225.28 �. =194.17' W IE14"CPP SUMP=225.28' " { ) • F---IE10 PVC(E)=195.13 L�.1 IE12"CPP(S)=194.09' IE12"CPP(S)=194.13' m z° 1-- r W d I Z o E. oc cc U U W w Z o U <t I 0 W up O I- Z 0 0 a 414 d ,A K ear . 39 PROP ,,,,,G I N E.4 4_ 60174PE ON „q• N GEC-�'e� E EXPIRES: 12-31-08 DATE 103/11/08 I.-.. DRAWN I JJV/ND W DESIGNED I JJV/ND (I) CHECKED I CAN PROJECT # I WNC6888.04 I SHEET TITLE CONDITIONS DATA 2 SHEET NUMBER U BE R CC W C 1 1 Cl. OF # SHEETS • & 8 g N CD z o 4: - sin g .5 )4 E Permanent Stabilization Practices: Wet Weather Measures: 8 1 Storm wa ter Discharge Management pg z .� co 1. Permanent Seeding And/or Landscaping Of Exposed Soil From. October 1 Through April 30 (defined As The "Wet Catch Basin Grate And Sedimen t Con trol Practices „ o Areas As Soon As Practical. Plant With Seed Mix As Weather Season "), Clearing, Grubbing And Other Soil Disturbing _ • • Management Specified On Hereon. Provide Topsoil, Mulch Straw Or Activities Are Only Permitted If The Transport Of Sediment ������ .'•••■■�■■u�■ Iuuu■muI1 �'5V Erosion Controls Consisting tin Of Best Practices p p l'∎i i;♦Z.` ''s ��` Shall Be Implemented On The Construction Site To Control Compost If Necessary For Vegetative Growth. From The Site Is Prevented Significant Variation And Degree --4, .c, -`�• ' y N • 2 Topsoil Suspension §.4.; ' I Sedimentation And Pollutants From Storm Water Dischar es. The psoil Shall Be Reinstalled Or Soil Amendments Added To Qf Erosion Control Effort !s Dictated B Weather Conditions P ' .:� :,;, Catch Basin Discharges. Provide A Healthy Topsoil Layer For Vegetative Cords/Rods • �; 1.•-. • o cl)Bmps Control Storm Water Discharge Through Soil Stabilization Y p Y 9 Growth In During This Period. Extra Erosion Control Measures Which May w :•! Lt} Measures (both Temporary And Permanent) And Structural Areas To Be Permanently Landscaped. Be Required During Winter Or Wet Conditions Include: .,-...f. :,;;:i.11 r m• 3. Permanent Seeding And/or Landscaping Of Channels And 1.tis• t. �:« CI Measures Which Prevent Sediment And/or Pollutants From Leaving f=•:�•t The Site. These Measures Are Implemented Based On The Type Of Swales For Storm Water Run-off Erosion Control Fabrics 1. No Soils On Site Shall Be Remain Exposed And �, Filter Sack •. '_ Construction Activity Which Is Occurring. The Following Or Blankets May Be Required To Prevent The Seed From Un worked More Than Two Days, Whether A t Permanent , a =•• g o o win Measures • . . .,« �� • g Washing A way Or To Minimize Sediment Transport or t Until Grade Or Not, Unless Authorized By Local Permitting t tin �;�•, Are Minimum Requirements To Meet Permit Requirements And p Y 9 . �1•. • The Vegetation Is Established. Jurisdiction• z'k��j,:;:t: �'�'':'' �" � '°`' '� •�� ,;'''� Applicable Regulations. Additional Measures May Be Required If ;'•'y ••- _~•�••••-�'.'���•r Those Listed Herein Are Ineffective At Preventing The Discharge Of 4. Provide Adequate Moisture To Seeded And/or Landscaped . 2. Plastic Sheet Cover Over Exposed Soils And Stockpiles; Either Sediment Or Pollutants. Additional Wet Weather Measures Are Areas For Vegetative Growth. Do Not Water To The Extent 3. Additional Mulch Cover For Raindrop Splash And Insert Sack Discussed Discussed Separately. That It Causes Surface Run-off. Sediment Control; Front View 5. Utility Trenches Located Outside Of Paved Areas Are To 4. Erosion Control Fabric Or Blankets For Raindrop Splash Be Seeded And Mulched Within Seven Days After And . Sediment Control; Completion. 5. Early Establishment Of Grass In The Month Prior To The . 6. Permanent Seeding Of Disturbed Areas (if Not Wet Weather Season; Landscpaed) - Recommended Erosion Control Grass Seed 6. Filter Berms Or Other Acceptable Bmps To Reduce ,� Temporary Erosion Con trol Practices: . . •,. Mixes Are As Follows Similar Mixes Designed To Sediment Transport And Run-off Velocities; pv.w ■■■,a,uu�■ All Temporary Controls Shall Remain In Place Until Permanent g 7. Construction Of Temporary Sediment Ponds Or Settling :�r.-ti .: V 0 egetation Or Other Cover Of Exposed Areas Is Established Achieve Erosion Control May Be Substituted If Approved p y g 1 Reb Rebar for :a : r By Jurisdiction: Basins. Bag Removal r4 :'' °. 1. Clearing Limits Will Be Staked Prior To The Commencement Of a. "Pro- Time Pdx Seed Mix'; Hobbs And Hopkins E ,, �' �' Catch Basin A dditional Con trols 4 ik Land Clearing Activities, Including {, rt. CO a g g Clearing Limits, Sensitive 2"x2"x3 4" ��� �� �•�`'�' Areas And Buffer Areas. Trees Which Are To Be Preserved Off-site Vehicle Tracking Rubber Blocks ' .:.1 "10, ,,,J Shall Be Marked And Protected As Noted 1. A Stabilized Construction Exit Will Be Provided To Help ;; •_ :': � _... J d On Tree Expansion Restraint • '�'�`' - Preservation Plan. Reduce Vehicle Tracking Of Sediments. P :• •�.f s ""' Structural Controls. 2. The Paved Streets Adjacent t To Entrance Filter : _'.• 4. Strm 2. Natural Vegetation The Site Ent ce Wi!l Be ter Sack .>C: :_•»;;; Pipe a ege to tion Sh all Be Preserved Whenever Possible. tr,..i0 �. :,, p... Provide Temporary Fencing I f Necessary To Protect Vegetation.to tion. Structural Control Measures. Are. In tended. To Complement . Inspected Daily And Swept A s Necessary To Remove Any •{ U.J p Y 9 Y g CO And Enhance The Soil Stabilization Measures And Reduce Excess Mud, Dirt, Or Rock Tracked From The Site. 3 Land Clearing Activities Shall Be Done Only In Areas Where f '::=, ,,,h.�� • ; �y.,�N r• Sediment Discharge From The Project Site The Structural •:t =�_.,17•;.•._ , ti,�w ft: Earthwork Shall Occur. Clear And Grub Only Those Areas Controls Are Intended To Intercept And Filter Or Settle Out • Where Construction Shall Commence Within 14 Days After The Trucking Saturated Soils J 0 Clearing And Grubbing. Soil Particles Which Have. Been . Transported By Storm Water 1. Trucks With Saturated Soil Loads Shall Remain On-site Insert Sack g g 0 0 4. Denuded Areas And Soil Stockpiles Shall Be hovered Or Run-off. Structural Control Measures. Include. . Until The Load No Longer Drips From The Truck. Side View CC Protected Where Construction Activity Temporarily Ceases For 1• Silt Fences• -' Z (i) At Least 21 Days. Soil Protection And Stabilization Shall . ' Excavation Spoil Materials Note: „� Occur No Later Than 14 2. Construction Entrances, 1. A Co Of The Receiving Site's Permit Must Be Provided Days From The Last Construction 3. Wheel-wash • • Copy 9 Recessed Curb Inlet Must Be Blocked When Using a Activity In That Area. Wheel wash Facilities, On-site If Spoil Materials Are Transported Off Site. Filter Fabirc Inlet Q 4. Drain Inlet Protection Such As Silt-socks And net Sacks. Size Of Filter Fabric Inlet Q 5. All Unpaved Roads Located On-site Shall Be Graveled. Grave/ artists• 2. Dump Will Hauling Material From• The Construction Sack To Be Determined By Manufacturer. 0 6. Stabilize Exposed Soils A t The End Of The Shift Or Before A Dr Wattle B , • Site Wili Be Covered With A Tarpaulin. 0 C p 5. Rip-rap Or Other Protection For Drainage Holiday If The Weather Forecast Dictates. Z L.L. 0 7. Slopes Greater Than 3: 1 Shall Have Sediment Fence Or Other Dutfalls And Areas Of Concentrated Flow; • p Cr .... 6. Sediment Ponds. Where Permanent Facility Such A s General Notes Fitter C Velocity Reducing Measure Installed At The To . Of Sloe To Y - Fabric. Inlet Pro tec tlon . ._ Q o . p p Water ld Are Used As .Prevent Channeling Or Sediment Transport. Fabric May Be 1. Erosion Control Measures Sh all Comply With The Current N. T.S. �� 0 75 Re uired On Flow From Sl o es I f Possibl e. Temorary im ent Ponds During The Construction Standards For Erosion And Sediment Control Of The City of Required Slopes. p Period The Accumulated Sediment Y si- Shall Be Z CO 8. Water Exposed Soil As Necessary To Prevent Wind Erosion. Removed Once Construction Activities Are Nearl Tigard And Oregon Dept. Of Environmental Quality (DEQ). Er ..... 9. Control Run-off Velocity And Flow Rates With Check Dams y Complete; W I•• ' .- And. Applicable Bmps. . • 7. Bio-fil ter Bas And Straw Wattles; 2. Erosion And Dust Control Measures Shall Be Enforced Per 10. Provide Rip-rap Or Other Protection For Drainage Ou tfalls And g •' The Current Standards For Erosion And Sediment Control Of >- o Areas Of Concentrated Flow. $• Check Dams ,And. Level Spreaders, Clean Water Services And Oregon Dept. �" Z 9. Temporary Diversion Dikes. g ep t. Of Environmental tai 11. Use Of Stabilization Fabric On Slopes Greater Than 3: 1 (H: V). 10. Polymer Or Chemical Treatment To R Quality. 12. Temporary Seeding - Recommended Erosion Control . Grass Remove ve • Suspended Solids. Seed Mixes Are As Follows. Similar Mixes Designed To I Composed Berm 11. Storm Sewers, Curb And Gutters MAY BE USED SHORT TERM Achieve Erosion Control May Be Substituted If Approved By 1.0' ,i�4--,■ , w/ UTILITY WORK AND w/ Jurisdiction: 1.0 ; •. . . . . • . I ; Ui r LEGEIVD_ / I - EXISTING BOUNDARY UNE - �s ''� .... .�. u - -- ff- ii i M - EXISTING CENTERLINE izn".4-- ! I - � - - , -- EXISTING RIGHT-OF-WAY LINE 8 / ! :,;,.......:., $,...4 *Me ' -- EXISTING CURB' ` •r. . ' '," , •.:,....:„.....,,,,,,,i.,;:,i•. y c �a X X • - -EXISTING FENCE LINE ,! `t'i ::•w'v.a� 3 ''i• r•i'�•„S'%•!1"„•.,� •;'i ��•��, .w !r n ;t, • '#' :d K •a a. r° �'• 3r• w '•. y w•,..../ ? V :... '•„ •.-•:*.4.;.•ir `a•0.-..'"• a...'r»tJ ,'.....•.,•'� +• •. •t.. i 1►.� i S'j, "►' ! / ii_.i�� • .`. :r,',.,tat:'.,...!' . ., 4» , 1 . . . ..•• ,..• . • ; ..:4°.` T a''�-J �. •w .t ..ati,4 r'.a..at w„. ..4.•t/`.ty* .A'.,tA , j *• •A, + ,Ni•,,*"..• ! j ■0 i ! • �° �,.:® .-�.. : , .''��:Mtf•., . .. ! J//,�i�ios.��ril�.�.�`ie� EXISTING BUILDING FACE (_��! ../ w ...• ".V<• !. • •,;.iA..• (} ggLF((3���V •.t•'t ae••r r 1 ,•, .•. r - ♦V! ! .`4�,L.w.•3.<1t 4''i.. f'', 4r A..+•r*•.•G K'S.:,,.• ', '4 . ,• •• 1 " 'r• �..+ M;*.. / _ f �..'a...a•. +.: . •_: - PROPOSED BUILDING FACE - c�/ ! 1 ^R :MNNMM�.. �'" �a V V ..• .'a..a. ,1 .. �'•• k , �., +',i ' A . ec5 t a '� w , '� t �� Ali ( W rn 0.1 • °� � ..' EXISTING CONCRETE SURFACE �! ��1 / / •; a'• •;!�•g w. ♦V'.�t1•..fit.,t'•«.. '!• „1.' ; , - .�' :, . , . -...' .: fi5 EXISTING _ t LO...., co " ';.` � PROPOSED ASPHALT SURFACE W`. ! / t ' '"• � ^w' ?D� RIGHT-OF-WA 45 � i J d _ EXISTING PARKING BUMPER ai PROPOSED 1' ',,�' ti •.' / 1:11°11 - EXISTING HANDICAPPED PARKING SPACE le ! / *� ROW DEDICATION�.� 't�►;FOtB ,� : `z:� .�, EXISTING EXTRASH ! $ �„ : ' -- EXISTING CONCRETE BUMPER/ • / TRASH/ ! COMPACTOR COMPACTOR , 0 , r ' _!�� ` •�,.,� j>.,<,,; �� PROPOSED MASONRY WALL/ .:• �• •'� A. ' L :+'• oREC�oN u'rl�.rrY , ! a .A'I'IC)N CEriTER ry M r' �� 00r ,NOTIFIC / / ---� -� s :*. �: o ,x .' w "1.80ti-332.2344 / ! _ a :� Gv �, GP :'K.. "_.,...,,w.y'.t a.,':t• �± y..at�;4 t{a... • i � '• .. CONSTRUCTION NOTES, 4d a s ai.ta t 6 A� 7• '~a•j•` '•+ ', ''r't / r / �' i.•• r• •,.: is i'. ;10, �1 !/ l r ^.` a.-7.; � '':.rr'' +'.aw' 4%„,• , ` V // 50.0 �. , -- ,., ;. +a ;{ . �,1 ;:� " r� ENT SECTION t ' t S cc },, ;, »,: � INSTALL LIGHT PAVEM/ i .: �o�,d f�+ ,,..... E.,`.`.� NEEDED FOR UTILITY CONSTRUCTION, ' • y y.' _ ► SEE DETAIL THIS SHEET. ! •,� - 200.00 I 43 sF OF NEW BUILDING. ��� , r- �' � i��� , PROPOSED 9,2 ! • ' r •'. t � ARCHITECTURAL PLANS.�� ��(, � .. SEE.41h* • II etSmart . iiima. 0 / . ►/ 33°,pc ,.. �� , - MASONRY WALL. 4• i rk. ..,, - .. j Marquis "• .a •.3�--� ''� SEE ARCHITECTURAL PLANS FOR DETAILS. a 0 , , 4 , , .) ,' ai . v Al" .4 -:14.4111ri i- 9 r :: .5 r },.4,, 3" MIN OF ASPWALTIC CONCRETE F 111111 •� •.+#'aQ x:�. • .r. \ .►1 �./ �► + "'.'�^� tr! /'�.. n COMPACTED AGGREGATE �. . �. at', .: ...... imp...,�r..ni,,..-ll,,..•,1..�' BASE ROCK■• �. f > .....,r. ,r.....:-•,.� .•�......,. o . 4 ti• :� •,j,�! �,: •• � d �:• .A ,i.. ''ra. .A; •'•4�• _... "i % , . ' • i 4 +• `� ! a�' �i��ir.ar�i.�-i��%��A�lii�� • .K A }} COMPACTED STRUCTURAL FILL 7AVA .r, «.«A y, •act' .s' •R .i � �I ..�� 1 � {.- ,:� -I I!= ^-III-- 1 I=1 I -III ' TR x u 11 _�i�--��t t��--- its_-���_kg.n D cc)1.� I!l�i� l � J _ 1 isV , AID.". M, <. .. R ,'.-..� tlt t.+i7l� f 1V"'^r"/..�_. .f. �.,. .�• .y t � r..r.....0.6 r.��a co s , 3. NT ~ w S F 1 A/t j , ta:.:.. .1 ; ?.t.; t .•h" - a ►.t r '� I ►,t ' J 4 i., � ' ,, ': 11 \ ,. �. m CONTRACTOR TO USE PROPOSED LIGHT TRAFFIC PAVEME L ' r;` ° +! �► "� C XISTING PAVEMENT SECTIONS, SECTION OR MATH E r 'i V ti:0010 1� 11i 11tl 1111 11111111 n 1 WHICHEVER {S MORE STRINGEN 0 r4rp I� r �3 :II 'i' N ONE LIFT TO NOT LESS THAN 95 `. , ,; ac ' '('. 2. AGGREGATE BASE TQ BE COMPACTED # 0_ !_. �fi =_,{ - :�. PERCENT OF THE MAXIMUM DRY DENSITY.NI !•s•. 4 !LsN! U C3 al (� 1111 • ng w . w Z 8 I 0 1 1 to 0 1111 u 0 9 0 0 1 V ri 0 -itl, ri UGHTPAVEMENTSECflONDETAIL (f) ;..• CO ` ► NOT TO SCALE ••• i. . • 4, ._,Ic._ . • °^. ARE L� CiQ , i � { � j AL,, M.. ` a a{�i� t.:! Irir t700 i• 0 0° 114% CC a) 41---7:- \13. h‘h.4'44%04.N.4 Mb. .1 .v vow Altraitillinrws4 all...1111111. ...44,4 loopre 4.41.4.14....2.4••8: ' .' .•• it*, ' 1 . . .1111111111111 4'"*")::( MIMI am. 1111111111111 .g---0 4. " . cFp - . .. -aak_,, CO,.' e 1--- 0 0 Cl. <IC 0 tr 1 ... + _ I.ilit , p ,. +. I W Z 00 lig U ri V n 9 i U ri p :I I . marom H . I 0 > CO Z �! , '`�. ' '�* !± ill!! :) •� GP a-. MMrMMrMI�Mllll�iir ``�� r .fir 1 - r PROPOSED 1' ' ' .w . a .. .�. 14. #� 'ROW DEDICATION , !FA r. �. @ • : Y f ZIP L- oom' . h--� � / / /� /" ' . . �`' mat 0 11111111111111111111111 cf 01.111111110 , �� 1/.//A�'///rr/r/./.�.//////./, ,/, j,.,...'ss ,uw • ,;;, , . �r 's rr ..: a^. . , a�i u� O ,• D {'" �/� ?rhoj C:::1 1-1- a) ... Nt... -.4 4.. NI& N &., .1%. N k NkN.44 , ei: CC CC , ...°)IV,..--� 8 ' W • 1 acct .. i- ..-- } .1111111/ *i `� �, v -11311,0alirAtto I ig-io z g 7 i ► .. �,�� At ,_ -� 4110 a - ; t + •.-„,„ '...• ' . ...:-.44/iNuto <- ''',.4..-.4. V .:,1 -- PROPOSED 2i .� �/�'.'� '~ �;_R `• ROW DEDICATION MOffice � . 9 "°,,,R_",,, iiiIr-li: -,..!..s._ e -�, 1w"' ' , PROPOSED t�4.4 i I ., yhr •:,: N ,� Ire. .,. *►`"..„.„, - `"- ``- t ;� ROW DEDICATION ,,- �, \5 NGi N,EF -. -,.. 111 w ,\� " `''-"r �'" ' �' r"+ "'� 601?4PE ,......,,,,,„ . s. , i w ._._....... w w S2' EXISTING ly,, ,,,. , ii:: 1 ,,,,,,,, ........._. Pejet;----4 •%...................... *........._ -,,,„....„...,..., .' ., , . . ---- .......„.....1.- ...,s'.. .1 .1..I • -.., y�/ /�4..-i - HALF STREET WIDTH - .• •'.. ••,,, �� r'.} •17' EXPIRES: 2-31--V8 .` to �r "r' N 1,, ^....„ Alkillib.. 92 EXISTING - "`-'-:,. 0 iiii R{GHT-OF--WAY � Mr ' ..... '``,•t.,,+� `"`-- ► - ...�,�: .,.. �.�.w. :, ,,.--- �.<_. • r:E:�M `.:` .... ...r,_. <..__ �...*no.. <.�.. ...._r_,_r I CAN SCALE:' =50 �`�.,� 1�'`s `� -�,, PROJECT HVNC688 .04 50 25 0 5D . ... SHEET TITLE �- - - - SITE PLAN._._. ...............____ .._.... ...... _ • , J * \ # 2 SHEET NUMBER cr ..... ....... _. _ . w C 2.0 . ,.....„ --\\ --r-. .. ci..• OF # SHEETS , Iu1 ILO Ir. 1 414_ ) II ■ 8 . 4 ' ` '•s..,,` • ---.. \\N.N, r v Cg Z a) • NNW • W hh / a o S cT) 1 0 *•,..,,, UT y d . LIGHT POLE ■ d: • LO r- a Q� • T ID .�11 `" °° -- `" -... '` '' •._ a•'�''`,.:-,. .,,, �,�I MAINTAIN IRRIGATION SYSTEM ' ■ Z m:.......,________ ____414:" ~~- -, \ `` ~� ...� ,�,,, `"'"` IN EXISTING ISLANDS AND '' o ___ -. -.. °. . �•.., PLANTER BEDS. ■ • rn \ ° \ -_ °°--- \ \�"" MAINTAIN`IRRIGATION SYSTEM ~y ° \ Y . ■ 03 IN EXISTING PLANTER,,,STRIP. �,� ° °a ■ rn -, �-- ,,. '--.•�„ \ ,.. -- \" EE NOTES 1-3 ON THIS�i�I ET 4..° �,.�, �' ■ I"' .,„„ ,EU...._‘" , 11.7 , ' 111 * cam', 1110\ \ -- - \ ▪ rn 1 )::( •,....„ all 0 0 10I■ 0 II "..1)"1/51 rmo 004416' N. < Z 7..,,,,,. ,..........,.. ....,„ ......„ ."...„, Urti n ..----- **1*** *4".*** : ...„, 111 CL 0 =NJ• A ...... co SW DARTMOUTH STREET -41... Z _. Q IRRIGATION MATERIALS AND LEGEND -.px ,--r' .,,;"":,,'»i,. ;r' ,_:... 'rt,.,;�s:r;�°,•,r`�•;,3""'";"' "F"r n;rTe ,,'', ,,,�„e,.,�,�,,.<, „,'";w�Y>v,u, t- Yu'.; A f' "e• r,,:'.` ,fit:.. s'�r i° i'.( ,tyi i Q• H.' S x �I f�• .ry .:s. . • •O �..,.$; ..'..xr= ...'r.'..., v.....`..:'.5:.......':. r9 ,A .fir: Slf�Xwn r' .. . fr,. : ., SYM SPRAY HEADS Cr 0 ; 0 0 ,..- DESCRIPTION _�. s t. DESC ON y GPM P.5.1. DI .'R�: RA S s� U .",kµ ° 71 1 $ ,'' _ 4 r iz 5- :c• Yea me ♦ ,,. .t•.a a. • ,.. ,•,......'.a, , a Sa,t •n 1 , J r ., - 2- :, a n.,.,..Sr•,.n ',, .,.. •4 ,P s z , 6 e S 5 POP-UP SPRINKLER, TO, 0 3.? 27 1.8 .92 30 15' Q _, .. -. ..' . , �.�,,... IT...,.... ..r_a.., Ot ti+t tit )w �. .�,: : � W •t', � Q RAINBIRD 1800-PRS-15 4 .�4 '4 r +4. .,a .F f� Q :C: !,.. OFFICE RA NBIRD 18 00PRS 12 P P 4 si..„ O UP P° �= S RINKLE� FT H a Q ,�V;•+S fry T Rt t 601.,9 1.3 . 3 Y t l t t S r ,:i"i ,1" r, .r ^,t n, , ... .,.•yeti , r..•.,.+s+;.: .,}a......,, ` i• n,s .,.�✓,: J' :1 R Z \ .,.. ........,,, ,. <. ^ . , ,. , ,,., 5 =� RAINBIRD 1800-PRS 10 POP UP SPRINKLE co . r, , .,,., _,.. • . . . ...:. iG,,= .�� f � e Q Rt Ft H� 1.58, .79, .39 1, . . -..,r,.,, ..... ,+3. s -R",^.; ^Ra' t t �!' 8 9 .3 1 Q > \. ` A ,_.r.:r.'...<.,:J �... -,r .,..:...t;s, ... c �'rFS„ scw,+";,;s'•r3.• ti: F9 F.,I. 0,7, ..... , ----..„. ,r„ 10' k 5sr 26 30 8' .tip, ar`a"", 1. :4.L ..... --.......,........,•. : .,.: ..,. ;. RAINBIRD 800-P -8 P . .a_� , ... ...... ....�. � ,,, , . . . . ,r ..., •. .,;>�.�.,�, .,, ��. t �y � C� 1 RS OP-UP SPRINKLE F H• i d ° .,, � � 1.05, 2, 0 5 'r5 ,, r 1 Y, t.+ t Z d ` .,R yy :S" , n�I't, C .s,T"• ,,r• ,i E,r NH+ ja 4{ k r ?'r f 16 ib,�„r-,,. , r"+ L a, t ' , :< , 4. a J. ., y .,,, .F.. .. ..: ,...�,...__..:. , �,. RAINBIRD 18 �� -,,_ -•.. � �, ,. .,,,�� r. .,..r^... :,m ,, .,. .��., :� ..�. .� � S O U SPRINKLER 12 +� ...... , ., , G , ,.,. .• _,.. ,h 00 PRS 15 S T P P- P 121 30 4' X 24 R::f�. .s a.),, � �,,.., , ,,. ,.., ..,r.>3.7r ,.,h,n,,,, „, . , ,t. :r ,.rr, F.: =ar:' d a't).n - • .: .u4 ..,.,r° .1.,_s.. „.;,,. •y,,..•..,. i• v.,.-,-,-...,Y.>r ,.! r t F 0 d. • F�" n: .... ,tiro N... .. ..':��; ,>. :',a. ,a ,�. ,r.. RAINBIRD 1800-PRS-15 EST POP UP SPRINKLER . 1 40 0 Li.. A , t x .« tf .sue .,: 6 30 4 X 12 W • ll r_ z4 r -- - 4 a) n .7, INSTALL 6' POP-UP HEADS IN LANDSCAPE AREAS THAT ABUT 0 / PARKING FIELD CURBS OR CAR OVERHANGS. Ell fr 0 tb.... .4%.. it '■ ,� — ' INSTALL 12" POP-UP HEADS IN ALL OTHER LANDSCAPE AREAS.is., iiik,;_-• 1,I..k. IP ■ `'.. ` .nll.lilF:. 1'`'M, , ,( 4'.GF i O ••.w.°. . • U.1 � ,a .,•,�+ni`, `-' �,Jrr-- �►�,���'1�►''�'"/��rI�A!./�1r'.rI�MM�rr�'��►S > . r . , �►lir W ■ .....'r"" 'w' ' -'''-.. ,�,, A: : POINT OF CONNECTION - MATERIALS & SIZING CHART ¢ "�►'�' • ' .�..._,. ""r MASTER VALVE .... ►:. CCU H 1.4.41 I 1111 -�� "'"' °;d. ��� 4 �s a� SHEET FLOW FLOW SENSOR SIZE CONTROLLER TYPE �. ♦ "t�t..,.ta.._ �d lams' �-• a. Leo , " " HE # METER BACK �" ■ .. ...• , .,d. .• �,. . P.O.C.P.O.C, 'A'I EXISTING 151 EXISTING 1.5 j EXISTING 1.5 I EXISTING EASY RAIN W ..,,» mss � � 1r/ Z — �,�� • .,.,,I ■ �'"�. , „ \ - - .. CONTROLLER VALVES AND APPURTENANCES m w "pew _ ■ \•-"•.. `-- -- POINT OF CONNECTION °' 0 ■ 4-"°- �. .-`� ~ --- . S [3: SEE DIAGRAM SHEET IRRIGATION DETAIL 1 E____, •■ _ SW DARTMOUTH ST STATIO \ �`° -" "°~-- -- -- N NUMBER AND CONTROLLER DESIGNATION • GALLONS PER MINUTE 4 • `'`�.;,,,� < -., ` �-� ,� — MAINTAIN IRRIGATION SYSTEM PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE AND CONTROLLER ci~� IN EXISTING PLANTER STRIP. FOR 0-20 GPM PROVIDE: 1" RAINBIRD VALVE (MODEL: 100-PEB-PRS-D) ........ _ ■ ``��,.,, °°- -. .� SEE NOTES 1-3 ON THIS SHEET. FOR 20-50 GPM PROVIDE: 11/2" RAINBIRD VALVE (MODEL: 150-PEB•PRS-D) — —`"" QUICK COUPLING VALVE AND VALVE KEY z• `` ` , ,°. ...;.. MFG.: RAINBIRD (MODEL: 44 LRC) 0 _- ,, .........._, .... . BACKFLOW PREVENTER . . SW DA� S�� _ EXISTING - MFG: FEBCO MODEL• 15" 805Y (CONFIRM OPERATIONAL) u B �/ o • • AUTOMATIC CONTROLLER • EXISTING - MFG: RAINBIRD MODEL: EASY RAIN (VALVE MOUNTED)._ GI!! PROPOSED - MFG RAINBIRD MODEL EASY RAIN (VALVE MOUNTED) i ISOLATION VALVE - SIZE PER LINE SIZE 44 4 "<:- v�-caxw-c^y- ..acra.:, r .e.>.-a::.au::.ra,.ns,:e roee-.•xrxet'Xi:^rr ,:m..rs�x-n':rar«-�av rv:,rt_nris�„mra,..-s:.ssi' ,..., rr•^:.:a.zrs>.:. xr:.n:::a iry.•rwr�a.»*se.,_.sa.`srx'x;rxcxer,`r` m.•-,�xaec+-ar.:.as•-.rzrac:.-z. w.- :x-cw^axxc'. rw..,..v»sr. rc• :,n F DEL, 701 273 OR EQUAL . • PRESSURE REDUCER - AS NEEDED - SIZE PER MAINLINE SIZE • MFG.: ZURN (MODEL• 70DU) OR EQUNALENT • ° '� d°�' ry e d j ... PIPE, SLEEVING AND COMMUNICATION WIRE GIST• f a 'd.° �' , Q ' ! 2" - SCH 40 PVC IRRIGATION MAINLINE '�'• 3,......., ,,. 3/4 LATERAL PIPE CLASS 200 PVC 'Q' a d 4 � BUILDING , e • . , .�`" ' ,aa - .. - 4:A13 t.{. 7 t.�+lam x‘ri w. a a•o i a t . :. 1" LATERAL PIPE—CLASS 200 PVC RB1►s r 11/4 LATERAL PIPE GLAS EXISTING METER AND BACKFLOW DEVICE + `+ II — S 200 PVC .,.,`� SEE LEGEND FOR TYPE _ -_ C}REGUN O PE AND SIZE. I III 1 1/2" LATERAL PIPE—CLASS 200 PVC 02/14/97 W G } OH 2" LATERAL PIPE-CLASS 200 PVC {(((� f - - p. . .. ... , r♦ 4111k "veB���ap°a�yrPe•d• a, .. ., -> , EXPIRES 03/28/09 i ' '' , � —r-—— SCH. 40 UNDERPAVEMENT SLEEVINC 2x THE TOTAL DIAMETER EXISTING RETAINING'WALL ,� �""" d � < 1 . � � " ' """" OF PIPES TO BE SLEEVED, UNLESS NOTED OTHERWISE ON PLAN. f DATE I 03/11/08 4 • • Q - � °{, *Illli �, TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTH AS D n sac ...i.5,,`J • • s t MARQUIS SPA t '"a t A k{ .' . = 4 PER LOCAL CODE DRAWN I PEG 4. • Cli) V i,. 111 DESIGNED PEG � ,� a •• • �� _ � ., R:f �. •KING BROS. IN LINE SPRING CHECK VALVE (MODEL � BPC-(LINE JJ (P CV i �` SIZE)-S) LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE CHECKED I MPA • cn SITE REFERENCE MAP .. NOTES: PROJECT WNC6888.04 :::::::: :.:.:,,,;:: ::: ,.:... ,.,..ri,,:-.:,.,, . . . . .•.:....::,..:::,:::: : :.,„,„„.„,„,,,.. x , ,. , Q ..:.,.. , - _ alb._11.. ,..w _,.. .,. .u.- m ,•w, , A N.T.S. SHEET TITLE 2 1 CONTRACTOR TO VERIFY EXISTING IRRIGATION // �''�1� SYSTEM IN PARKWAY STRIP IS OPERATIONAL • IRRIGATION PLAN • L2.0 4110, -EXISTING POINT OF CONNECTION SE 72ND AVE PRIOR TO THE START OF WORK. 2 CONTRACTOR TO REPLACE DAMAGED HEADS SHEET NUMBER LINES AND VALVES IN PARKWAY STRIP. cr 3. LIMIT OF WORK TO CONTINUE TO EDGE OF 0 10 20 40 $0 PROPERTY LJNE OF ABUTTING PROPERTY. CL 2 OF 4 SHEETS • & g g N 0 rn N to 5 z 0 4 0 CO L) R o 0 CL LL, 5 8 w z 8 �r 0 a s 22 C. i ao I N Co .i MT 50 M s• W u) ° 1 1 CONTRACTOR TO VERIFY WITH OWNER AND UTIUTY COMPANIES THE LOCATIONS OF ALL. UTIUTIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY CPROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. (45 W Z 2. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ....m. ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. O 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO z graNJ LANDSCAPE ARCHITECT. 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3' LAYER OF BARK MULCH BED, UNLESS NOTED o D OTHERWISE SUBMIT MULCH SAMPLE TO WRG FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. Z CO5. CONTRACTOR SHALL BE RESPONSIBLE TO TRANSFER TREES TO THE PROJECT SITE AND MAINTAIN TREES FROM TIME THE TREES ARE REMOVED FROM THE NURSERY UNTIL THE COMPLETION OF THE MAINTENANCE < PERIOD. 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE PLANTER BEDS. Cl) 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL AREAS PRIOR TO PLANTING,TO PROVIDE A SMOOTH .1 0 AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. Z 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND W L AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. f ...wl 0 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 0 0 0 o 10. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN Z U. 5 a) CONSENT OF THE. LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED ON 111111111•111111 Cr SITE 1"' 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING Z 0 .. TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. DO NOT LOCATE TREES WITHIN 5' ' FROM ADJACENT FIRE HYDRANTS AND 10' FROM LIGHT FIXTURES. < 0 z L Cii 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING �� CA OPERATIONS AND WRITTEN NOTIFICATION TO THE OWNER MAINTAIN TREES UNTIL FINAL ACCEPTANCE OR Q_ Hui i":" 1 YEAR AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. WARRANTY ALL PLANTING FOR A PERIOD OF 1 YEAR } C� m a 13. APPLY AMENDMENTS AND FERT1UZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE TO THE PLANTER PITS. 14. BACKFILL MATERIAL FOR TREE PLANTING SHALL CONTAIN:AMENDED IMPORTED TOPSOIL ORGANIC AMENDMENTS AND SLOW RELEASE FERTIUZER PER SOIL ANALYSIS RECOMMENDATIONS. 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE NOTE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN LOCATE TOP OF APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE d ROOTBALL A MINIMUM OF •' • ° LANDSCAPE ARCHITECT AT NO COST TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED Z z 1'ABOVE ADJACENT ° �� 11 • •' ° WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 6 _ 4 FINISH MAC ° t► 0 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN. cc m 0 0 0 �r' 17. IN AREAS OF NEW WORK, CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT w 0 • 0 PRACTICES TO STABIUZE ALL SLOPES 2.51 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL a V ° • i • • FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING, co ° -,"i'' Y +► AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABIUZATION TO LANDSCAPE ARCHITECT FOR REVIEW H 0 •pp '( , r AND WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. <t o MAIN LEADER ''�'�� ° o' ° 18 PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF ° co, HE/SHE BELIEVES ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE o • 0 C S/4 WIDTH PLASTIC TIC TE SITE OR 1 REMOVE BURLAP / +"""' I /d1Ø1!P C HAINLOG�C#4 APPRON1 THE T MAY DIE SUBSTITUTION REQUESTS MAY BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO AND iMlE BASKET t_ H START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT FROM ROOTBALL PRIOR ° m' �'�• EQUAL ALL PLANTING WHICH FAILS TO GROW (EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE tS T TO BAQcR.L ° ° o MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE '�j l POKY/� N I ° CONTRACTOR AT THE CONTRACTOR'S EXPENSE �' 62 I ri.P* 3'WIDE CIRCLE 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE CIRCLE SAIL EIE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR • • AFTER PI.I T WATER yyppp STj OBSTRUCTIONS, PRIOR TO PLANTING. TEST ALL PLANTER PITS FOR PROPER DRAINAGE PRIOR TO �I p 18• BELOW INSTALLATION OF TREES. FINISH GRADE 111111r UNDISTURBED SOL '�' OREGON ��.�.�� ��_i'= : ...' 'f .- ����_�NDI 20. PLANTING RESTRICTIONS - PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS 02 14 97 11-II-11 :..'t 1 °"`ia, ..." :................. r : =11-11=I1. OTHERWISE APPROVED IN WRITING: ° '11=il� ; . . ) .,,11=11. A COLD WEATHER LESS THAN 32 DEGREES FAHRENHEIT '�E 09' 11=t�,. .4. ,, .4:::::::::::.:::::::::•:•:•:•:•:. ....... ... • •-II. .; ; ,. , ' ' •: =I B. HOT WEATHER GREATER THAN 90 DEGREES FAHRENHEIT ....:: EXPIRES 03/28/09 ;..Z.ii, i � • ..∎ .11 BACKFILL WITH TOP C. WET WEATHER SATURATED SOIL .11- ', ro v!4i,;J!''•:. � :: . ti ::�III.� SOIL AS PER SPEC. D. WINDY WEATHER WIND VELOCITIES GREATER THAN 20 M.P.H.•.11=1 .,, e': ,i.:1, ..4 7 :::.i..ss 1121:_ =tf 1'..it.11=411=i "A:'; E�=11 DATE !03/11/08 .II-- I-11. N .M.-.if =11. 21 ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. DRAWN I PEG Jr 11-11. 22. DO NOT LOCATE TREES IN EASEMENTS. W DESIGNED I PEG 23. EXISTING SHRUBS IMPACTED BY TREE PLANTING WILL BE REMOVED FROM THE SITE C CHECKED I MPA 1 ROOTBALL TIMES ROOTBi !� SCARIFY 4' DEEP DIAMETER MINIMUM PROJECT # I WNC6888.04 AND RECOMPACT 41/2 FT WIDTH. 24. ALL TREES SHALL HAVE TREE WRAP ON TRUNKS FROM THE TOP OF THE ROOTBALL TO A HEIGHT OF 4' . SHEET TITLE ABOVE ROOTBALL 2- DETAILS & NOTES SHEET NUMBER S UM ER CC OSTREET TREE STAKING DETAIL ®GENERAL NOTES: LANDSCAPE PLAN i w L3.0 EL 3 OF 4 SHEETS V P. N t3j _ 0 Z o a m • ..... css vo co 8 w Z .92 § co 0 0 ■ � tD VALVE BOX WITH COVER co • 12-INCH SIZE W to 43 I RAIN BIRD EASY RAIN CONTROLLER it) a Lt. 1---4-5- FINISH GRADE/TOP OF MULCH . , .I j w FINISHED GRADE / Z I I I I IIIy I I 11 1 III RAIN BIRD REMOTE CONTROL VALVE z FINISH GRADE -_-_-1 I -_-_--. L--_.-._f. '''_ : 2 _ PVC SCH 80 NIPPLE (1 OF 2) -5 � :_ 1=111-111= _ C SCH 40 ELL III CLEAN COMPACTED BACKFILL _ r�� 11_.111=111 -- _ YIa I TRACKING g" PVC S80� � (LEN AS iRE ' ABOVE PIPE; ? Lt 11 I I I 1 i CH 8PPLCH GTH, -� � - 1=1 I I----I =HIDD 'AN 40 , ' ' LATERAL LINE.. : -6144 .411: ►41 4 ,V, ,,1��., tlieilt BELOW COUPLER HOOD __ - �' - t,►f!` '' '+�i►.4 f*tO 'P*11 ,,r:+�►�.'7PAII '' #6 REPAR INTO NATIVE SOIL �_ I %//.%.%// -=-=-_ WSW VALVE BOX • "' . • = Cf) QUICK COUPLE VALVE -f 1 111 1 1 I.____I I I JI I I-11 I=III III-=1 ATTACH IRRIGATION WIRE MFG.RAINBIRD (MODEL 44 LRC) 3' MIN DEPTH OF 3/4" DIA GRAVEL I ICI I I_-I I (:-iii r i i-i i I--� i i---iii-r �- TO MAINLINE AT W STREET ELBOW (2) C SCH 40 TEE OR ELL INTERVALS OF 25'-0" ,..., ACT MLA ill' PVC SCH 40 MALE ADAPTER LATERAL 0 •••••• PVC LATERAL PIPE . NIPPLE STREET ELBOW 3.0-INCH MINIMUM DEPTH OF Z C21 (Thi1II TEE 3/4-INCH WASHED GRAVEL J BRICK (1 OF 4) 0 1.1..... . z PVC MAINLINE PIPE (3) IRRIGATION TRENCHING < Cri N.T.S. (1) 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO °NJ 0 QUICK COUPLER VALVE VALVE INSTALLATION (WITH EASY RAIN CONTROLLER) CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL.LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES -�• 1 2 WHETHER SHOWN ON THE PLAN OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR ,C'r` N.T.S. N.T.S., TO CONSTRUCTION. Eau° (.0) 2 CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES WITH PLANS TO LANDSCAPE Z ARCHITECT. W ..� ci) 3. CONTRACTOR SHALL EXAMINE EXISTING IRRIGATION SYSTEM, FINISH SURFACE, GRADES,TOPSOIL QUALITY AND DEPTH. DO 0 0 NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 0 ROOFING NAIL TO CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF LANDSCAPING, WALL CONSTRUCTION Z 0 MARK F SLEEVE PAVEMENT OR CURB 4' AND DRAINAGE SYSTEMS.CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH OTHER SUBCONTRACTORS FOR [� INSTALLATION OF UNDERGROUND SLEEVING. �„1"- T --'PAVING TOP OF SPRINKLER FLUSH (� a ° Q. I n v. f. WITH FINISH GRADE, 5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. L. \ 4 ° , AFTER SETTLING F THE SYSTEM AS SHOWN ON DRAWINGS IS DIAGRAMMATIC. IRRIGATION LINES SHOWN WITHIN PAVED AREAS `�✓ Q �� �f Iii �t 6. LAYOUT O < LIEfflEffl iir1trz 1 I I c�:AN .aili Aii�,iii,d . ARE FOR GRAPHIC CLARITY ONLY. IRRIGATION HEADS AND PIPES ARE TO BE PLACED WITHIN LANDSCAPED AREAS WITH ., _ �- 1•I-� LOCATIONS MODIFIED AS REQUIRED TO AVOID PLANT MATERIAL UTILITIES AND OTHER OBSTRUCTIONS. 0 °r COMPACTED BACKFIL.L -1 I 1---III 1 1 11 I--I 1 I�1 I I THEIR LOC O Q S, 'I Fp iP' = I6' a - --I 1 I III f Ii III AMNSERT 11 EWE'1 1 f 1 1 1 I _ = 1=f ( 1-"'1 11-=1 I i & THREADED ELL & INSTALL TRACING WIRE OVER ALL MAINLINE PIPE AND CONTROLLER WIRE (INCLUDING) WIRE WHICH IS NOT INSTALLED IN I ff III---III 1_III= =111-I 1 l�f 11-I TRENCH WITH PIPE C7 111_1 m w=1 11=111=1 l =111-1 I I I I I..__-1 I_I f 1=I--I 11= POLY SWING PIPE- MIN. 15" 9 INSTALL IRRRIGATION EQUIPMENT 18" FROM BACK OF CURB WHERE APPROPRIATE. LOCATE VALVE BOXED PARALLEL TO I 1 --1 11. --1 LENGT3cr ENGT i 111=) _ -i r CURB. llEfflffl I I - i _ _I 11=111.-111-111_ !!! I - =111_ 11==-111EIIIEHIE-111 10i III-= 10. FIELD ADJUST SPRINKLER HEAD RADIUS AND ARC FOR MAXIMUM COVERAGE WITHOUT OVERSPRAYING PAVED SURFACES.=11 I=1 11=1 IøAt1/ A I I I-I 4' SCH 40 SLEEVE -. WT BARBED MARLEX INSERT I�( I�11 I I III 1 � 1. CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR EACH QUICK COUPLER VALVE I I--I 1 III f 11I 1 I I 1 T71 1 & THREADED ELL- - NTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE PREPARED UPON FINAL I I I 1 f 11._1 I �/.ice ,/ I I 1-1 --II III � i � III III� I 1 � 12. co PREPARED, 1=1 1 L-=111 -`- - II f I= ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE PLAN PROVIDED TO CONTRACTOR BY LANDSCAPE �- - _ _ ._,.- �` SCH.40 TEE ARCHITECT).AS-BUILT PLAN SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. �--I l ITT i i. . ,11 l. • �i f 1..,111,;i - I i--I i I-=I �1-----III=�=III=I i I--i I I----i I I-i - -�`...`.. � ci . Ft-11 I-I I I-I I I-I L I--I 11-1 I I----I I I-1 I I--I _~'�''~ LATERAL LINE 13. CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF IRRIGATION CONTROLLER. z O w 14. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE LANDSCAPE ARCHITECT F' PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS,AND MODELS NOT IN COMPLIANCE WITH DRAWINGS AND cc cc SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL AT NO COST 0 TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPUANCE WITH THE a MANUFACTURERS AND MODELS ON THE IRRIGATION PLAN. IRRIGATION SLEEVE AT PAVING POP-UP SPRINKLER HEAD 4 15. CONTRACTOR TO UPGRADE EXISTING IRRIGATION CONTROL EQUIPMENT AS NECESSARY FOR NEW CONTROL VALVES. w co HT'S' N.T.S. 16. PROVIDE AND INSTALL CONDUIT SWEEPS AND STRAIGHT SECTIONS FROM IRRIGATION TRENCHES TO THE CONTROLLER o ROUTE CONTROL WIRE THROUGH CONDUITS INTO CONTROLLER CABINET. NEATLY CONNECT WIRES TO TERMINAL STRIPS PROVIDED IN THE CONTROLLER CABINET. - - - NOTE 4<-- CONTRACTOR TO VERIFY EXISTING 17. SET AND UTILIZE CONTROLLERS TO WATER NEW PLANTINGS FOR THE DURATION OF THE PROJECT UNTIL FINAL MINIMUM STATIC PRESSURE REQUIRED AT P.O.C. BACKFLOW PREVENTER IS OPERATIONAL ACCEPTANCE. SHEET # L2.0-C P.O.C.'A' 65 PSI PRIOR TO CONNECTION OF NEW GATE VALVE SCH 80 ADAPTER & FITTINGS TO BE AND IRRIGATION MAINLINE. 18. PROTECT IRRIGATION CONTROL EQUIPMENT UNIT FROM DAMAGE AFTER INSTALLATION AND UNTIL FINAL ACCEPTANCE GIST . SAME SIZE AS ISOLATION VALVE VALVE BOX WITH THE UNIT SHALL BE IN BRAND NEW CONDITION WHEN FULL OPERATION OF THE SYSTEM IS TURNED OVER TO THE I IF STATIC PRESSURE IS NOT MET CONTACT LANDSCAPE ARCHITECT PRIOR TO PROCEEDING. LOCKABLE LID . OWNER AFTER FINAL ACCEPTANCE.THE CONTRACTOR SHALL,AT THEIR OWN EXPENSE, REPLACE ALL OR PART OF THE 36 UNIT THAT IS DAMAGED AND UNACCEPTABLE TO THE OWNER 3` MIN. r FINISH GRADE 19. LOCATE VALVE BOXES WITHIN SHRUB BEDS WHENEVER POSSIBLE ONE VALVE PER VALVE BOX MICHAEL P. ANDREWS I -- - -- -- BETWEEN L'a sif - -' REDUCE 20. LOCATE VALVE MANIFOLDS IN CLOSE PROXIMITY FOR EASE OF MAINTENANCE, BUT NOT CLOSER THAN 4-0' B "�• OREGON I ° =IIIL---1---1 II-I I -I I.t=III-- ADAPTER/ R, VALVE BOXES. > - f BOTH SIDES 02/1.4/97 III._... ,___. ._.._. ,i._,_, 1 , ,III, , ,)1111, ,. _'..1.'_s r _ , , 21 THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE AT A MINIMUM OF 65 PSI AT THE POINT OF CONNECTION. IF % I$P 1."" '�"�" 'T r- I I i THE PRESSURE IS LESS THAN 65 PSI, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING,1 I111a •1 --. MAINLINE PRIOR TO PROCEEDING WITH THE INSTALLATION OF.THE IRRIGATION SYSTEM. i _ ° 1 T I EXPIRES os/2%o ' =I t II I III" °°.���°,!*•°° 22. AVAILABLE STATIC PRESSURE WAS ESTIMATED AT 75 PSI AT.METER BY THE TUALATIN VALLEY WATER DISTRICT ( VWD) 1 I=1 1- 4M! ! I ;1". ... GATE VALVE W/WEDGED SEAS THE TVWD TO COULD NOT CONFIRM AVAILABLE PRESSURE ALONG SE 72ND AVE WITHOUT A CURRENT FIRE FLOW TEST. /11/ I E-111-=11 a ,e. p 0 la� 1 -� EQUIPPED FOR KEYED OPERATION DATE 103 08 NEW MAINLINE CONTACT LANDSCAPE ARCHITECT IF PRESSURE IS LESS THAN 65 PSI OR.GREATER THAN 75 PSI AT,THE METER IF-HEADS 1 -`I i i °° �" ARE MISTING FROM TOO MUCH PRESSURE, CONTACT LANDSCAPE ARCHITECT AND INSTALL THE PRESSURE REDUCER F-. DRAWN I PEG I =1 I 1=111=111=111=111= =I HE I 3/4 DIA. GRAVEL TO A MINIMUM 3' DEPTH SPECIFIED IN IRRIGATION LEGEND. DESIGNED I PEG , NEW-GATE VALVE I I-I I f III----1 I I-III-I 1 1 1 111=11 W I -" BRICK OR CONC. BLOCK 24. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR THE EXISTING IRRIGATION SYSTEM (REPLACE DAMAGED OR MISSING CHECKED I MPA EXISTING MAINLINE HEADS/ROTORS), SLEAVING,AND CONTINUE LATERAL LINES TO PLANTER BEDS,TO MAKE THE IRRIGATION FUCTION cji) PROJECT # 1 W�8.04 SCH. 80 COMPRESSION UNION WITHIN THE LIMIT OF WORK AREA. I BOTH SIDES SHEET TITLE I-is 25. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN.ADDITIONAL AS BUILT PLANS FROM OWNER AS NEEDED. .�. . EXISTING IRRIGATION MAINLINE 26. CONTRACTOR SHALL REMOVE ALL EXISTING IRRIGATION IN PROPOSED PLANTER AREAS. DETAILS AND NOTES TO BACKFLOW PREVENTER SHEET NUMBER Ci: ® POINT OF CONNECTION DIAGRAM ISOLATION/GATE VALVE . (&' GENERAL IRRIGATION NOTES . L3.1 . N.T.S. N.T.S. . C- 4 OF 4 SHEETS -