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12320 SW 72ND AVENUE f AA DD A R 1A\ ............... IE N S I, I I/A\ VIM (V\( 0111ASt"TON M r L R CF 108 APARTMENT UNITS S.W. 72ND AVENUE, WASHINGTON COUNTY, CITY OF TIGARDe OREGON DESIGN TEAM DRAWING INDEX s ONNER OEVELQPEB ARCHITECTURAL psi DESIGN TEAM r15RJWNG INDERGOVERNMENT AND UTILITY PROVIDERS A-0.2 BUILDING/SITE STATISTICS & CODE /ZONING CRITERIA CRITERION EQUITIES (503) 635-2996 `` �� F!RE PROTECTION Tualatin Valley Fire b Rescue L±J z x SITE � y FAX (503) 63;%-4-3122 4755 sw Griffith Drive, P.O. BMarshal755, 526-2469 MARY AOC�c1r'ELL. PRE".'DENT "�� �-.. Fie 16325 S '� a00NES FERR1 HOAL? A-12 Siff DF1 A11 8 Beaverton, Oregon 97026 (503) LAKE JS+iEGO, OREGON 97035 A-1.4 SWIMMING POOL PLDIFAN Fax Fax (503) 526-2538 ; o VuATER A-1.5 SITE DETAILS Tualatin Valley Water District 41:4 ? 1850 SW 170th, Beaverlon , Oregon 97005 (503) 245-3,331 < 0:B TECT �� SAKI I AI BUILDING FLOOR PLANS IY !iI M-11 City of i lyard t 13125 S W. Hall Blvd , Tigard, CAegurl 411213 (WJ) 639-41-,A a A-2.2 FIRST FLOOR PLAN Fax (503) 684.2%72 ----.-_� PAUL �����° ARCHITECT A-7.3 SECOND FLOOR PLAN STORM SEWER : City of Tigard V /'ter\ f�i � G (206) ®03-0792 A-?.•i ROOF PLAN 13125 S.W. Hall 131w1., Tigard, rJraAai 97223 (503) 83'd-41?1 Fax (503) 684-2772 A-2.5 BUILDING ELEVATIONS PAUL E. FRANKS , PRINCIPAL-IN-CHARGE. FAX (2061 803-0934 E9lC HOOF, DESIGNER BUILDING STRUCTURAL PLANS WATER QUALITY: Unllled Sewerage Agency of Washington County ;EUS V78TH A WASHINGTON 9 SUITE 104A-3A BUILDING BASEMENT/FOUNDATION 155 North Fust Street, Hillsboro, Oregon 97124 (503) 648-8621 13E;_LFVLIE, WASHINGTON 98004-7513 A-3.? BUILDING FIRST FLOOR FRAMING PLAN A-3.3 BUILDING SECOND FLOOR ':RAMING PLAN NATURAL GAS Northwest Natural Gas Company ME( bANICAL ar�-_�ECTRIC�,L ENGINEER A-3.4 BUILDING ROOF FAMING Pt AN V♦ Scott P?Oner BUILDING ELECTRICkL & VENTILATION PLANS 220 N.W. Second Avanue, Portland, r..7rego„ 97209 (503) 220-2364 -SYSTEM DESIGN CONSULTANTS, INC. (503) 248-0227 �p CABLE TV: TCI Cablevision of Oregon A-4.2 FIRST FLOOR ELECTRICAL PLAN JFFF DAVIS. PRINCIPAL FAX (503) 248-0240 A-4.3 SECOND FLOOR ELECTRICAL PL" ON 6950 S.W. Ha►npton, Tigard, Oregon (5�;3) 62z.-4600 W Z 33 N.W. FIRST AVENUE, SUITE 2 A-4.4 CLUBHOUSE /RENTAL OFFICE ELECTRICAL PLAN PORTLAND. OREGCN 97209 p W TELEPHONE: General Telephone 0 1 . I BUILDING I( CLUBCLUBHOUSE / RENTAL OFFICE Engineering Office 11.!� ,r - P.O. Box 23416, Tigard, Oregon 97281-3416 (800) 523-3044 C �... CIVIL end SURVEY ENGR A-5.2 BLDG K FLOOR 1 ROOF PLANS/ SECTIONS Q �.. ELECTRIC: Portland General Electric A-5.3 SLUG K ELEVATIONS Bri �+ m Moore WESTLAICE CONSULTANTS INC. GARAvES & CARPORTS 14f`•~ S.W. Old Scholls Ferry Road, < (503) 694-0652 Beaverton, Oregon 97007 (•�03) 643 5454 340 S.W. EGON 9R, -SUITE 204 FAX ('503) 624-0157 POSTAL. U.S. Postal Service Q; TJGARD, OREGON 97223 A-5.6 GARAGE AND CARPORT SECTIONS, ELEVATIONS Mike Krygier, Centralized Delivery Coordirkilor LZ C) z A-6.1 BUILDING SECTIONS P.O. Box 3047, Portland, Oregon 97208 (503) 294-2379 :D U- LANG EE ARCHITECi A-6.2 STAIRWAY BUiLDING SECTIONS A-6.3 STAfiiNAY BUILUiNG SECTIONS BUILDING: City of Tigard W ,�. David Scott, Building Official Q A/ KATHLEEN ELLIS LANDSCAPE DESIGNER (503) 636--3659 A-7.1 EXTERIOR WALL SECTIONS & DETAILS 13125 S.W. Hall Blvd., Tigard, Oregon 97223 (503) 634-4171 ii A-7.2 PARTY WALL SECTIONS & DETAILS Fax (503) 684-2772 � 0 KATHLEEN E1llS FAX (503) 636-6245 A-7.3 DECK &WALL SECTIONS PLANNING&ZONING: City of Tigard (1J 1632J.Sim 80ONES FERRY ROAD, SUITE 202 - A-7.4 FRAMING DETAILS z o LAKE OSWEGO. OREGON 97035 CU A-9.1 STAIRWAY PLANS Michael Anderson, Engineering Department 0 3 SIPdTLlRAL ENGINEER IR A-8.2 SYAWAY DETAILS John Hagman, Engineering DepartmeM A-8.3 STAIRWAY DETAILS Greg Berry, Engineering Depanrnent CL U) Will D'Andrea, Planning Department VV ENGINEERS INC. A•9.1 DOOR & WINDOW DETAILS 1312; S.W Hall Blvd., Tigard, ��reqon 97223 (503) 639-4171 ENGINEERS, (503) 2.44-0579 A-9.2 DOOR& WINDOW DETAILS 111 DOUG GANNETT, PROJECT ENGINEER Fax (503) 684-2772 1308 S.W. BERTHA BLVD. FAX (5J' 03) 244-7023 A-10.1 INTERIOR ELEVATIONS SCHOOLS. Tigard School District 23J PORTLAND, OREGON 97219 A-10.2 INTERIOR ELEVATIONS 13137 SW Pacific Highway, Tigard, Oregon A-10.3 INTERIOR ELEVATIONS 19 ego (503) 620-1620 ,�Qjj. ENGINEER S-1.1 FOUNDATION DETAILS & SHEAR WALL SCHEDULE MASS TRANSIT: Tri-County Transportation District of Oregon S-1.2 FLOOR FRAMING DETAILS - S•1.3 ROOF FRAMING DETAILS 9012 S.E. 177), Ponlalxa, Oregon (503) 239-3000 CARLSON TESTING, INC. (503) 684-•-3460 LANDSCAPING POLICE. City of Tigard Police P.O. sox 23814 FAX (503) 684-0954 t' A-9MMNDPLAN-WEST (business office) 13125 S.W. Hall Blvd , TIGARD, OREGON 972610 L-1.2 SiTE LANDSCAPING Tigard, Oregon 97223 CAPING PLAN-EAST PORTION (503) 639-6168 DESIGN TEAM CIVIL ENGINEERING SANITARY DISPOSAL Pride Disposal Service SERVICE P.O Box 820, Sherwood, Oregon 97140 (503) 625.6177 C-1 COVER SHEET DRAINING C•2 GRADING & EROISION CONTROL PLAN C-3 MASTER UTILITY PLAN INDE� C-4 STORM DRAINAGE PLAN C-5 STORM DRAIN PROFILE-PUBLIC ON AND OFF-SITE C-6 SEWER AND WATER PLAN C-7 SANITARY SEWER PROFILES C-R S.W. 72ND TH AVENUE PLAN AND PROFILE C-9 &W. 70TH TH AVENUE PLAN AND PROFILE VICINITY MAP C-1DETAILS 0111 DETAILS To PAC,I• , wY ELECTRICAL ENGINEERING-7.1 WTI! ELECTRICAL POWER& LIGHTING PLAN _ AL SCHEDULE & DETAILS ( 1 E-2.1 ELE:.TRir; PLUMBING CITY UE I P11.1 BASEMENT FLOOR PLUNIGING 151AGRAM Apprnvnd -z P1,2 FIRST FLOOR PLUMBING DIAGRAM r �t P1.3 SECOND FLOOR PLUMBING DIAGRAM - IuhtY 1�, -A99 � 1 !_.. 001 �r:,:SIOtvS f P7.1 TYPICAL PLUMBING RISER DIAGRAM '-�--�-: :� (ti,}mJ'ri '--`-`-"�'-" Jab Addross: . Z------S . 1. � 1r-- -G ESE✓E�..4 K�r By:� S�U..>;-.�- Date: LL L L�I 10 JOB NO. 937 c SCALE AS NOTE Z� DRAWN BY HOFF ^p;-pN STCOMPUTER FILE 9302-AO COVER SHEET A - Owl !ID F 4 4UE. 12320 COPYRIGHT :994 r)0",4 FAUN. FRANKS ARM7EC T �O I•rs c J la L U 61954 ICROFILMED Illllll VIII I IIIiI IIIIIIIII l + lll VIII i hill I VIII I VIII I IIIIIII i VIII IIIIIIII FM_ (UAW i 4 MADE IN CHINA IN 1 1 1 s. ■ 4 HA rIL�TQif+UM 0% N\J P Ai' R K A P A FRrq� N S 108 APARTMENT UNITS S.W. 72ND AVEiVUE, WASHINGTON COUNTY, CI'r� Y OF TIGARD, OREGON s PROJECT SiTE STATISTICS PROJECT BUILDING STATISTICS BUILDING CODE & ZONING CRITERIA _ i cc Pfic)..tEc:>• sTATISIICS Percent GI BUtI_D114G STATi.:T1W l 1" MWIS Aired I vial Area Site A1ea SLALDING TOTAL 10TAL One-hodroom 1'wo bedroom Penttm" P*i4house TOTAL TOTAL OONST O C MANUAL2+0-49 MIN RRE SIZE j?F._PA4P_LRT-Y� 4.72 acres EFENCE UM UNITS TS A S C� p AREA BLDG TYPE SLP FIFEIN-EA FL--W X Property Management Ground Floor Area 1,363 S F. I EA 18d i Be 2 tr..:Pa 1 bd,1 Ba 1 1x],1 88 FM AREA %STEM WALLS ps•UFC IElmhurst. � � a PR4P�RIY__ADC.RESS; west of 7(xh, east of 72nd, south n�f City of Tqa J Wiastcinglon FLOOR Living 778 tiF 1666 .: rbe SF r)09 5F R.00R (�t6 umrsJ Table County, Or � Z Z , Apartment Ground Floor Area 35,969 S.F. I y epon " Deck 63 SF 633F 0 SF o SF (Flys Area (FIRE AREA) UBC 1211 P.•III•A•1 Garage f3urk;lrg Floor Area 7.588 S.F. j a �� 1W Storage 14 SF 1♦ SF 0;:F 0 SF per floor) (note 1) 44,920 S.F. 21.33% RDOR eb3 SF 1133 SF sloe 5F eo9 SF - _-._� _______ TAX MAP_14_TAX-_.I.OT; Trac Map 2S1 1AS Tax Lots 8W, 801, %1 3nd 1000 ,� Z � � q o A 3rd 4 -t2 2 2 2,634 SF 10.478 SF V•1 HR F.-I Np ►v1r 1,750 Qpm MNPERVI�?1J5 ARIAS 1 2nd t 2 2 3972 SF ZONE: R•25 Mrxkurn High Density Ree4ictential lac `, ur�ts low re donslty, 1,480 ran < L) 1 at ♦ 2 2 3,972 SF sq. h. kA size per ural t� (1/ � n ; � Concrt>te Sidewalks 8 Garbage Enclosure Pads 13,758 a J --"-- -_ - -- ADJACENT .LAND_i -SE: North R-3 5 Residential 1-0,000 CL Apartment Patios 2,268 S.F. t! 3rd ♦ 12 2 2 2,634 SF 10,474 SF V•t HR R-1 r4o NOP4E�1 ;50 ppm square K. min IOt siLtl � N 3,972 SF South C-P Professional Commercial Swimming Pool Cone. Deck 2,077 ';.F. 2nd 4 �� 2 2 y- - East public strrla, S.W. 70111 Avenue Swimming Pool surface area 695 S F. 'st Fa 1 � 2 3,972 SF _ Driveways, Parking and Carports S.F. C 3rd - 4 i2 2 2 2,534 Sr 10, 78 SF V-1,HRrR•1 NO NOPE 1,760 gpm West. p iblic V,,erA, S.W 72nd Avenue 00,923 S.F. 38.4391„ 2nd - 4 �� 2 2 3.972 SF I PAC-�1P_PIIGAI1411_�4N1-; Seoember ,R, 1993 LANDSCAPE AREAS 'st _ 4 _-L 2 -2 - 3,972 SF W-� Landscape d, Irngatec areas 84,749 S.F. - - -- 7- iMEEMNC,_tIYlIlt�lI1Z-IEN_1dY.91�I.MEN?_ LE.�1Ni�: DEcember t5. 1993 City of Tigard Code 204b minimum of site 84,74? S.F. 40.24% D 13 d 4 -12 2 2 2,534 SF 10,478 SF V-1 ;,R R•1 �NO-�NOME 1,75p ppm 2nd 4 2 2 3.972 SIF I $liE PE-51 AENIEW, SDR t,•4-004, Notice or Decision, May 5. 1994 SffE AFil:A _ 1 et 4 __� 2 2 -J 3,P72 5F Y Project Site Area -� -� -� Final Decision, May 25, 1994 unless an appeal is fled Right of Way Dedications E 3rd 4 12 2 2 2 634 SFJ 10 478 SFITV•1�HR R-1 t NOPE 1,750 spin �Q� j ___] R 0,W S.W. 70th Avenue 7,306 S.F. 0.168 Acres 3.47% 2nd 4 2 2 9.972 SF R O.W. S.W. 72th Avenue 3,801 S.F. 0.087 Acres t.80% 1 at 4 2 J 2 3,972 SF --- _ _� UJ Z Net Site Area 199,485 S.F. 4.580 Acres 94.73% F 3rd' ♦ 12 -' - A. Stale of OTegon Structural Speciality Code and Uniform Building Cole , 1993 Edition O 2 2 2,534 SF, 10,478 SF V 1 HR R-1 NL�NO►E�1.750 gpm B. ONform Mech:iriical Cade , 1991 Edition Gross Sit Area 210,592 S.F. 4.lZ35 Acros i Of).0046 2n',1 4 2 I 2 3,972 SF C. Oregon State Plumbing SfxciaRy Code, 1991 Edition. Ins- W 1 at 4 __F_ 2 2 3,972 SF L� D. National EIPOTical C.odr3, 19:13 Edition. Q Conc Sidewzlks in R.0AIV. al S.W. 72nd Ave 1,900 S.F. G 3rd 4 1 z - -- E. Comply with all local Current codes and regulations, U 2 2 2,534 SF 10.478 SF V•1 HR R•1 NO 11014E 1,750 gpm) F UNfrxm Fire Code, 1991 Edition. p 2nd 4 2 2 SITE DENSITY 1 at 4 2 2 I L 3.972 SF G. 1988 Federal Fair Housing Act � --- - _ _ __-�- 3,972 SF L E. H. Model Zoning Ordinance for Mixed Soffd Waste and Recyclables Storage in New MuWun t � Q Rasldential Density TransRbr, _ Residential and Non•Residentiai Buildings, August 1992 0 Area 4 Density Transition 52,895 S.F. 1.214 ACres r�3r� 4 - 1 2 2 r 2 2,534 SF 10,4!e SF V•1 HR R-i NO NOW t.?50 ppm i. Americans With Di3abilities Act tcx public areas such a3 rental office � 2nd 4 2 ? I 3,r>72 SF ;;z Cl Max. density of adjacent land use L 1 s� LU 2 2 3.e;?_ SF J STAt1gSSJ.EtA1�__�2E1 -N I Low Density Residential 1.5 units 5.00 units per acre _ ---- --- O _._GAIT-ER1A. LLJ 7 Z 125°o of max. density 6.'L5 Un115 per dCfe J lid �4 12 - 2 2 2,634 SF 10.78 SF V-1 HR �R-1 +NO TNOPE 1,750 gpm LL <'n;l 4 2 2 A. tleismic . Zone 3 Z Max. Density in Residential Density Transition 7.59 units 3.972 SF 2 2 3,972 5F - _- B. WirM Live Load. 80 mph, Exlxlsure C. ttl� ; (Area within WO it. of norttiem property line) - - - - - C. Floor Loads' Site Density �RJttoe � -� SF 1.363 SF Y N A 3 td0� pi0PE�1 500 �m 1. Stairs 8 landings . 100 psi live ktad Q Gross Site Area 210,592 S.F. 4.835 Acres _ , ___ _ 2 Residential Living Areas: 40 I>lsf div© bac. O subtract the following: L mrd - e-s �_ ^--� -] �,� F1 V-N 1 rb"j-i4c,tE 1.so0 gpm 3. Pesidential Docks: 60 psi'live bad Z Z 9- --�-� p" 1 519 SF 1.5.9 SF V•f M•1 Land within 100-yr flood plain 0 3.F. 0.000 Acics -~ i--- _ _ - 4 Dead Load As required e� fU a� D Root Loads (� Land or slopes exceeding 254'0 0 S F. OA00 Acres M 6-°- LIS sF 1.619 SF v N M•t m 1. Snow Load 25 p3f minimum plug dribod snow conditions 3 Pe 9 - � �metro NOPE 1,Soo ?_ Dead load. t'5 f Dralnageways 0 S F. ,.000 Acres N Gana 8e _ - _-_� 2-275 SF 2 275 SF Vim, M•1�-fop iVOPE 1,500 rn Land dedicated for public park use 0 S.F. 0.000 Acres E. Soil Bearing Pressutvo: 2,000 psf assumed. To be verified with foundaf3on investigation r%pw C 15% gross area 'or public facilities 31,589 S.F. 0.725 Acres O Gar 9� latae 2,275 SF 2,276 SFJ V,N M•1 Np NOPE 1,500 gpm F Frost Depth: 18 inches TOTAL tl,e 36 36 1a 18-- 95863 SF • NcTSfTEaU�A 17y,003 S.F. x.109 Acres TOTAL EA BEDROOM TYPE: � , ��lll.DlNGi--dr--�QN1N-C _��tQE_1ZESION_D.BIIEflIA, 12 R-25 Medium Nigh Density Residential 1,480.017 s.f. per unit UNiT TYPE TOTAL PAWING REQU1RFG A. 'occupancy Group: MAXIMUM DENSITY ALLOWED 120.95 unha One-Froom 72 86 67% 1.6 W per bdrm. ind. 1 covered up. 108 parking sp. t. Apartments R-1, ApartmerAs Iwo-tx,droom 38 33 3346 1.6 so yr bdnn. Ind t covured sp 54 parking sp 2. Carports M-1 TOTAL 104 3. Carages: M-1 162 perking sp. 4. Rn,ital Office A-3 Assembly ALL.GFT�UrdO LEVEL UNfi'S ARE HANDICAP ACCESSIBLE IN COMPLIANCE Wmi FEDERAL FAIR HOUSING ACT GRW40 FLOOR AREA 37,1 1 1 SF including Clubhouse I Rental Office v. CUr)st,'UCti ,ri Type 1 ei F-LOOR AFIEA 35.748 SF 1. Apartmorim V-1 Hour 2nd FLOOR ARFs1 22,806 SF Carpor - ---- _-- 2 Rental V-N PROJECT GARAGE FLOOR AREA 7.588 SF 3. Rental s- .9 V•N PRIVATE OUTDOOR AREA Area Total Area PARKING Sl•AT1S71CS 4. Garages. V•N Standard Spaces (uncovered) 9' x 20' 4 0 Std spaces per unit ��-� p e ` �, Basement Floor Apartment Patio Areas 2,268 S.F. HC Parkk►g Spaces 13' x 20' 3 6 handicap spaces required per URC (151-200 total spaces) ". Building Setbacks BU ��+ t st F1oo rApa mens Petro .Areas 2,268 S.F. HC.van Parking Spaces 6' x 'o' t 1. Front yard IS W ',,%'nd Avenue) 50 ti, frc." centerline of S W. 72nd Avenue ��'I sj'�"I W Carport Parkin 2 Rear yard(S W 7fh.1 Avenue) 0 f1 frOln A 0 W o; S W 7fxh .Aveno,i 2nd FloorApartment Patio Areas S.F. A tar x 90' t 0 ;l !ildu grad(rkwtlt rMi+1 ys)trll►) !I h n1UNn1u+11 reswlrarexl C►ubhouse 1,363 S.F. a 1a' x 90' 10 5,899 S.F. C i8' x 90' 10 3. Sides yard ( suuth) t(1 it minimum rw4tfired Cary of Tigard .f.Lode: 48 sminimum per dwelling unit 5,184 S.F. D 18P.e ' x 90' 10 4. Side Yard(north) iderrtial Def ly transition, PROJECT SITE E 1 a' x 90' 10 F la• x 90' 9 Development witrlin 100 ft. of Low Density Re-cidenitial zone (t to 5 �T/� �'ST`� HC Carport Space F 13• x 20- 1 units per acre) zone is timlted io 125ero of the high<,st density al P f► SHARED OUTDOOR RECREATION AREA Area Total Area - G 18' x 3R' 4 by comprehensive (:Aan designation. H 18' x 72' a Basement Floor Apartment Patio Areas 2,268 S.F. e' 1 18' x 72' Low Density Residelttral zone r 5.0 units per acre max. detlsity ���� ZONIN ,,sl FloorApanment Petro 18' x 90' 10 Areas 2,268 S.F. K 18' .r toe' 1 1 125% of 5 0 units- 6.25 units per acre 2nd F loorApa rime nt Patio Areas 5.F. HC Carport space K 13 x 20' 1 100 It setback area - 52.895 sq ft = 1 21 acreQ CRITERIA Clubhouse 1,363 S.F. Total Handicap ArcesetW Carport Parking 2 Swimming Puol Conc Deck 2,077 S.F. Total Stan:,ard Carport Parking 99 G 25 units per acre x 1.21 dCfeR = 756 units witflli� 100 ft setback Garage Parki oe9 17 x 21' 30 Swimming Pool surface area 695 S.F. TOTA--•-��r NG�A..�---- �-•�•�-•��-�-,-••-�• Variance to Residentat Density Tras+lion granted to atbw 12 units 1 71 s 2 parking spaces per unit ' _E MAY 13, 104- Lawn 8 pen areas 13,000 S.F. Tonal Covered Parking 1 31 (includes 2 HC carport g spa 21,671 S.F. 1 21 covered spaces per unit Garages, (parking and accessory buildings are :Mowed miNn 'x00 fl. City of Tigard Code: 200 S t. minimum per dwelling unit 21,600 S.F. Guest Parking 15311: required spaces 24 setback. Minimum 10 ft setback. Sight obscuring buffer r%Lare!d 10 E :S10INS tt along north boundary SOLID WASTE DISPOSAL Area Total Area 5. Distance between MUNI-family resideryial S1ruclute a►xt oilier structures on the site(per City of Tigard mum Standards Method --'" D. Buiictinp Height per City ul Tigard Code) 10 units 1.10 units = 50 s.f. each 50 S.F. 1. Maximum ilaigM of 45 feet aBulitdings with windows facing txn"Nis with windows 25 feat seperabon . 98 units Ea. unit > 10 5 s.f. each _ 494) S.F. E. flight-of Way Dedications reglrirc+cf h. Bt.dldi s with wirxioN's faclrN build) TOTAL SOLID WASTE DISPOSAL AREA F Ul.7REl 5417 S.F. 1, S.W. 72rxd Avenue 30 foot R.O W from centerline t houi windovirs, 15 feet separation C Buildings withotri wirxlows facing buildir(iswithout windows 10 ftt!et separation d Buildings gtoalw that, 60 tees horizontal or greater than 30 feet in t"m Each Garbage Enclosure 143 S.F. 2. S.W 70th Avenue 20 foot R.O W from centerline Selvaration > 1 ft adthtkmal for ea 15 ft d hAiding length over 50 ft and 2 h. addlilliOnal fa JOB NO. 9302 No of Garbage Enclosums 4 572 S.F. each 10 it. of building height over 30 feet SCALE AS W ITEC, Ps capacity yds. 24 cu. yds. F. Street (•r rovr►rnents required Proposed Cum ter ca ac 6 Cu. DRAWN By HOFr: 1 S.W 72nd Avenue 172 street along street frontage, 72 feet wide from cerltetdine pit)3 installaticxl Building Inrlpt�l - 78 ft of curbs and gulter, 5 fcxlt wide sidewalk,, street lights. underground utilties. COMPUTER FILE Seperaticm - 78 ft - 50 h r 28 ft 1 15 h 2. S.1rV /0th Avenue no impro7vements required except fire aocess road = 21'1. additional separl ratic9302-AO 2 COVER10 SHEET G Solid Waste Dislxlsal ar*d Recycling Buiidinq he:;ftlt - 37 ft Sepstratkm= :l7 ft. - 30 A. = 7 it / t l)h I. Minimum Standards ds Method R t h additional s 0111,2 2. 9 Multi-Unit bulkdings at 1?. units each �►>�ion � Waste storage area for mulft•untit b4Akd1rlr l; > 10 units -• 50 s f r 5 s.f. per unil > 10 a Drivenn Waste storage area 60 s.l /bulkling r 9 buiidIngs = 540 n.f. ft. E1Ys and parking Septartued from windowed walls by a A. , (ruin living room wirKkws by t 72ND AVENUE, 12320 Waste storage area for Rental Office building - 4 s.f / 1000 s f i Walks ae}iarated prom buildings 5 h. COPYRIGH- 119914 `�Ij 94.O074 Waste storage area for Rental Office = 1584 s f. / 1Cu0 s f. - 8 s.l PAUL FRANKS A404! !"EC" 2 OF 16 Total Area r uifed for S(M Waste S Recycling Ston eq y f>g age -- 548 s 1. JUL 0 819904 1CROFILMED 1 nWR- CA-AM 4MADE IN CHINA IN 10 1 1 SITE PLAN I I I I TAX LOT 700 TAX LOT 601 TAX LOT 500 fA r D 'q/�� �t TAX LOT 400 TAX LOT 303 L1 fr= 301 - Gil I I R3.6 ZONE A_ ECAfa'g � DEVELOPMENT WITHIN 100 FT. OF R3.5 1 1 ZONE IS LIMITED TO 125% OF HIGHEST I • y O ` • 3ITE_PLAN NOTES I I DENSITY.25 UNI ED BY COMPREHENSIVE MAX.N6IVE u' C-P ZONE PLAN. 6.25 UNITS PER ACRE.FlA r �• � 1 I 1 PARKING AND GARAGES ARE ALLOWED nANL`ICAP ACCESS RAMP I 1 WITHIN THE 100 FT. SETBACK OF 10 '28 HANDICAP GROUND FLOOR UNITS WHICH ARE NOT I I ._- 1' VERTICAL/ 12' HORIZONTAL MArU1CAP ACCESSIBLE I SETBACK AREA - 52,895 S0. FT. 11.21ACFESI PROPERTY LtrE PRtlOR I MAX. SLOPE. 5' MAX. RUSE USC SECTION 3106.5. Number of Dwelling ___ _ FRONT YARD SETBACK 6.25 UNITS X 1.21 ACRES.- 7.56 UNITS TO DEDICATION OF I TERMINATION FLUSH Unite: --- _ _ I I 1 w 20' PLUS 30' ADDITIONAL ADDITIONAL R.O.W. I I WITH ASPHALT PAVING All Group R, Div f epertment Occupancies shall '4 I� 1 FROM CENTERLINE OF ROAD PROP.FENCE USOUTH NE 155 FOF T.REFEP i0 DETAIL 4 / AS.2 neve adaptable dwelling unite. __� FENCE 1' SOUTH OF EXCEPTIONS: , � 2 PROP LINE 115 FT. SIDE YARD SETBACK, ASPHALT LT PAVING FLUSH WITH \. .__ 1.. •,�� 1 2 ASPHALT PAVING 4. For sites where multiple. non-elevator EXISTING R.0 W. , --� 1 N B °34'00" E 540 64' !VV I buildings are planned for a single site end 20' EA. SIDE OF CENTEFiUN 1 w HANDICAP ACCESSIBLE I MVERTICAL i 20'/ A 1.2 TAI where portions of the elle nave grades prior ' to development which exceed 10 Percent. the _ - _ _ _ _ _ _ _ _ _ .. _ _ _ _ .. .. - - - - - - - - - - - - - - - - - - - - - - - - MAX. SLOPE. SEE 5 i A 1.2 building official may approve the following ® �•a' 0 r - - - - t rl modifications: NS N2 N3 N4::: N N6' N7. N8 N9 i �-I Of 02 03 04: 05 O6 07 OB 09 �� •� -- --- OSIGN "PARKING BY DOPY A.Tne number of dwelling unite provided may 1- Ifo' - 1 GARAGE N - ' -' ' �3� GARAGE O • I I 3 DISABLED PERMIT ONLY, . . : ca .. . . . 15 I VIOLATORS SUBJECT TO reducehaving to a percentage of the entire site C/2�,, L_�CL" 2 TOWING IA•UEA DRS 811.620 Navinq predes, prior to tlevelopment, wnicn are RH.S ZONE I ' `.`9' ' SWIMM NG 1 C ,� •CLO M AND A FINE UP TO 1250 10 percent or lees, out In no case eeall the _ I I i POOL 11rC1ER ORS at f.fi15' number of unite be less Nen 20% of the -{{{ I amwru G CWwTf I , I , 44.0• C eiAQJ ' CENTERED 3' ground floor dwelling unite on the entire site. EXISTING az.o• e• c to SPACES __ -••- : f---i--{ 1f 1 ABOVE PAVING SURFACE I ---j- _._ ___ .__ ... _ _ m y2 ,A I I R �oPm ex�Eoa•m% . aa.sooa>r. HOUSE I I .r... ___ - YI O TOTAL WE.rE. - ?MJ.8a3 ef. 1 i r y •ham ' ' - 4 HANDICAP PARKING SPACE PDEEIrT Q ARE a iu% _ f 7.56% I 1 �� rJ,a to ACO r 4 B A •r - Yy0 _ r•,l ' I E 9' WIDE WITH 5' ACCESS AISLE w0uw now uan ' ^. 11 I .._ ._ >e oars r ' 6 �__.�..1_..�__ _�_._l._ _.. _.�.._l.__ 6 .._�_ ... ._ __ tz.a• I '• c, q77" WITH PAINTED CROSS-STRIPES ALbWA•E IE0.0 Of AC¢ea•LE ULra-17.8!%a as IRITe am tolITSI I O - - 7 4 - - 6INTE3NATIONALSYMBOLOFACCESS Toru lEa•En Ac�LEuara-so oath I , -„ ,- • 6 ! u 1 11 zs• F-'� ADDITIONAL R.O.W. SLOPE OF PAVING I .... .. ;-�.j a ,3 _ _ - b •- TO BE DEDICA TED I ' 2 ` I' VERTICAL/ 48 r ' HORIZ. MAXIMUM ::::: ... , 1 _ _ _ I CITY OF TIG RD ® F 44RIATIMATE PAVEMENT WIDT K L _• ' .: ;,;::;: _ _ __ _ _ _ _ _ A __ _ _ _ _•-q _ _ .F __ _ _ . P Z z jo FILL STREET IMPROVEMENTS , , 'IaFdSTAI';#1F.Fi ; , �:•i , '±�. . W t on HANDICAP PARKING SPACE 30' X20'- a ---.- I I Q S " "J o PROPOSED 1 2 STREET r :: :: ?: ::::: :':: 3 m O5 / EET IMPROVEMENTS '.• I .. .. .. . _ . :::.::•:: >:.: 2a' 1'-•.�,,,� ::; :;,yy[:;' ::%; :;:? 11 I /1 > VAN ACCESSIBLE INCLUDING 22'PAVEMENT WIDTH / ,�/ ' '%:'': '-.;' '.;:.;;: ��._ © :' , : . • zo oo. 'n J :.. 2 2 � 8 9' WIDE WITH B' ACCESS AISLE FROM CENTERLINE, CURB, GUTTER I , Q8® - 7 �, y ails WITH PAINTED CROSS-STRIPES AND 5' SIDEWALK-REFER TO CIVIL • -� f I r a : .:y A --- S INTERNATIONAL SYMBOL OF ACCESS DRAWINGS / 3 8 SLOPE OF PAVING / ' --•_-. �� ' S rya HE ' 9 ; 2 1 f.VERTICAL/ 48' IIOAIZ. MAXIMUM • ... LANDSCAPE ISLAND-REFER TO WAY--- 06 Q ~ff r a •r r� -i-_-�.� .- ry �.: ,0.`dI lyj LANDSCAPING DRAWINGS P9 wArEnwAurr�rr - w �i� , 4 .' •••• .g'YIT. - J Q cud •` / r 2 f • • za oo =- B . .p O7 EM!4KNCY ACCESS GATE- _ • � ® '� I A }: C 2B. m ®® p .t•�.� r:j I ; F r v' 6 A '•>. .. •. Y; • . . t REFER TO DETAIL 2/ A 1.5 - - _ /Q A > p O KEYSTONE RETAINING WALL •--- LAU q r • $ ILU REFER TO CIVIL DRAWINGS , 38.0' e"-� a• _ _ -__ 2 ' I ' aN L 6' ,^ „' ;. ° , :. 09 EXTERIOR CONCRETE ,I 2 S? 2 T w �,LJ STAIRWAY W1 HANDRAIL z / , __________ _ 2 C9� - ........ tl f `, ' -_...._. ' 11C FIeVATR1 'Y .. j: '. I Q LL ADJUST NO. 6 SIZE OF / , B , '_.._. yp 4 ;;>:; :;>:;:;: i:::; : :;:,::: TYPIGL I I O RISERS AS REQUIRED TO :� , ' ::::: :..,. .::.;: : : -:':>:': .._ _ .._T_._ _ _ 1sY1 r-�� I O MATCH SIDEWALK GRADES EXISTING N e ,' I F. -L! _L2:: :L3}:. :;L4;; :L5'. , LIS, 1 � _---- ' I � � 1 / 1!TACO•r A O'Q• i.;<:} }i:?:. ••• ... T 12 VACES•r --- * ( < REFER TO DETAIL 1/ A1.5 HOUSE r N r 1 sJ ::>:-:-: .::.::GARAGE L : : 3, ,? 2 ° -._ Q .... . ... . . .... _I _ O 10 Cy BIKE RACKS REFER 70 SPEC. � / � ti ._. __ ___ �_iO ___ 15 1 27 Nlm 11 9 • ' I � � LU SECTION 02420. m r 9 „ 2 to SPACES 2O 27 .`�� I ¢ yy © Z 2 E C / E 2 q w LL CONCRETE SIDEWALK 11 10 SPACES 10 SPACE$ .E I _ - . .. 2, L� FLUSH WITH TOP OF FXTAWEO / / � 1CMaXIT�A s' CAI•tllTe _ __1Glvoq� s CA•'wTE ; / Z CONC. CURB-SEE 1 / A1.2 , ••• --• - - � ___1}I1___T___ ___1_ ((( I IIIc_ _11 ...1.._ rIf 1 fr ( (1 III 11 tI Ir If 11 'IIII INTI TII 1I11(YEE� 11I �w MAL BOXESAND 14 ROOFED fo A •rl_z_�.__1� _i___ �___1__.�... 1 fz sAa�•s1 20 __J _..I ___� 6 I .._I .-1JR f 1e6rA F•rl�___J ___I ___J 6 _-.j_..J .__�_._ s•A iE�� r�_20 .__7._. HD 1 FMN Z O SHELTER-SEE 14 /A1.2 / JJJ `�_ 1 LL----------- _ l 1 j 1 J` L !l 1 l , QGARA1,E r n n n .'• / REFER TO ORAVaINGS ! l .4 AND A5.5 / / , , ,-._.____, Y_______,, ,, ;--------- A --- Q ,. , ,__._, 4 , A_._, N: 1,. - STREET U r SWIMMING POOL , - - o .. ... ........ ...... . - 4 :_. HANDICAP - ---� FDIC P A Ap CCESS[Bl2 """"-" R3.5 ZONE ::. :.: ::>:.::. :::. . ::. , ........ . :>:;:...... ;, :::. aaol,ND now >:adoirrm iidort :: ao/ivaw:: . 5 REFER i0 DRAWN A I a+aA+o noaa . :<waaC now:<. . •:LM 11Y FLoaB. ..asaw ED.. :::uNT YPEB >: ';J m• 20' DRAWING 1.3 , , - - WTTYPEA _ a� - "UR TYPE A � :UMf 1YPE e UL PE A :<:UraT TYPE A '>:UNi TYPE e - r . ... :4 i , .. -.• ,: -}}i:UWT TYPES 1 � � j. ii[ ��28 �.":.oar Trm:e :�: .9 GARBAGE ENCLOSURE OSIkE r f5 6 - I, i O CONCRETE SLA 41r I REFER TO DETAIL 6/ A1.2 , i h;-- ;.:.` .,_: '::. . A>:.; ,r;-_ ,?�::>: .. . ;:-.. t,__ __.Ze.00•__. � D T' NEW FIRE LANE :•:m -.m W/ A,C. PAVING EXTRUDED C . .. . .... • ' "?­00" clFro n.afirt?:? 3 Lalouo noon >: slafrai tioaG � REFER TO CTVIL ONCRETE Cl1RB r , 3 t•az+o heart :":.: wOUC Ftow:?:: ...•loan noon cauuao.,-ooP:. 'SEE2/A3.2 I ' :UaiTYRe : :-;: IaaT TYPEA .:.[ • S . i}.UaT YP.a uwr Huta l TYPEATYPEADRAWINGS ,::.::::::.: 7 - 3 STANDARD PARKING STALL %"' / I - . ... ......: ..... I ;._. I ___ - EXISTING 9' X 20' WITH PAINTED STRIPE 1. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��.'i,•_ .� r_3._, __;1 . - _ _ _ _ _ - . _ _ _ _ _ _ _ _ _ _ __-__cr _ _ _ _ _ _ _ _ PROPERTY UNE RAL / ° I SITE PLANTU 2'X 18' TYPICAL :. .. :- � _ I EXISTING / �Foo REAR YARD EARTH BERM 3'-2' ABOVE GROUND 'ri0U5E - - / S 69°06'00" W 643.70' SIOEYARD SETBACK ° I SETBACK FLOOR FINISH FLOOR ELEVATION'• , @/ , 2©FENCE 536 FT. 2 n n A,,, A7 P TO 1� rl r� M R „ APARTMENTS REFER TO DETAIL 3 /A 7.1 , r HAMPTON lun\vll V //�\ II/( T.O.W.RETAINING ABOVE GROUND FLOOR I I '� l FINISH FLOOR ELEVATION j REFER TO DETAIL 3 / A7.! I I 108 DWHIING UNITS ao.00. r__._ ® STrEICTIXES-REFER TO 1 ' i STING R. W. DRAWING 9/ A5.6. INSTALL LEVEL W/ROOF I I I -- BREAKS WHERE SHOWN ON I I I SITE PLAN i I TAX LOT 2000 TAX LOT 2100 TAX LOT 2201 TAX LOT 2200 TAX LOT 2300 JII I 21 NEW CONCRETE DRIVEWAY APRON I LATE 4SAV 13. tp4 REFER TO CIVIL DRAWINGS CP ZONE %LY* WITH DIFECT OPANTED "IN ONLY' fNUALLLT _ �� 1 i EXISTING USE RESIDENTIAL i REVISIONS ARROWS I I EXISTING EXISTING HOUSE OHOUSE 2 ASPHALTIC CONCRETE PAVING I � EXISTING HOUSE I , REFER TO CIVIL DRAWING i PROJECT IDENTIFICATION SIGN S.W. EXISTING HOUSE N.LC:SEPARATE PERMIT REOUIREO Q EXISTING HOUSE ® 5' HIGH WOOD FENCE, INSTALL ON NORTh`� I I SCALE 1330' SIDE OF KEYSTONE WALL- gAD ROAD I 1 I DRAWN BY FRiAW(S ® REFER TO DETAIL f2 / A1.2 I t I COMPUTER FILE PUBLIC STREET IMPROVEMENTS INCLUDING -� II SIDEWALK, PAVING, DRAINACC 6 - - I I SAW CUT EXISTING ASPHALT-1�_ I 9302-A 1.1 Site CO SAND SEAL TO MATCH 11 UTILITIES-REFER TO CIVIL DRAWINGS I FXISTING-REFER TO CIVIL i E T SH E \ I I _DRAWINGS A _ 1 . 1 1 _ - 2 KEYSTONE-RETAINING WALL-REFER TO CIVIL _ - _ - - - - _ - - - - - - - _ ORAWMG93AN010 ! _ - _ _ - _ _ - _ _ - _ _ __ _ _ - _ _ __ _ _ - _ _ - _ _ - _ _ _- _ .. _ - - - - - - - - - - - - -- - - - - - -- _ . -- _ S.W. BEVELAND ST. ` - GRAPHIC SYMBOL , 1 COPYRIGn' 1994 72N0AVENUE, 12320 PALL FRANKS ARCK ECT SIT&•'d024 1 OF 18 JUL 0 e ISS4 M, 1CIOFILMED � il � lil ; li � l I lil � l i � l I ilk li fly I1I111111 i , lli ,1 IIII , I 1, ,' i 1 FTBOt_ ll OfJ� 3� M1DE IN CHINA of N o 1 cR. ,9 MAH AQU 1 GAL 3 AHUNE 2 1 Ill r ul 10 MAN AGO r7 GA5 MAH AQU J.OEC 1.1J1YAC OVA 3 ARD UNF % �+In; Iltlt , ' 1 GAL I flZEUQ.JpP I i1 GAL A ��JUN Crl 3 LIR TUL i • 36'Growl. z .0000 Cn W5 LAIN , ` � W i ACE RUU .` i � Z O It ; Z in PLANT LEGEND 1 ,2PYR CAL. _ 1 PIE FLO `'.t i I lQTY _-SaE IMANICAL NAME CQMMUN h1AME ' • �_. A AUG JAP � . _ 1 JUN CHI � r 3 PIN MUG - / 3 ,14P 12 d'-10 ACER CIRCINATUM _ - 1 PYR-CAL ,• �-�-_-_ _ I VINE MAPLE _ : '— O L JEC 1a 2' CAL ACER RUBRUM 'RED SUNSET' • 4 ' 33 6-7 CALO�.EDRUS DEC.URRENS RED SUNSET M, PLE 7 AZA HIN • 1 ACE NUB - - - R i w ' I 1 INCENSE CEDAF .. 27 i'GL LIRiOC?ENORON TU_IPIFERA � TULIP TREE • . - - -- o I a-10 PSEUDOTSUGA MENZIESII 1 JUN CHI A � � � LAWN DOUGLAS FIR F SKI JA • 17 2'CAL PYRUS CALLERYANA 'CHANTICLEER' • - P - O � 0..10. T FLOWERING PEA a ...- .: cU I-HJJA 7 FRU LAU I>L IGTA .�-_T 141 REO CEDAR - - - - -. .- - --- PFI�1 LAIC < < QQ Z x -. - - - - - - - - - - - - - - ' j - 'I D Lo 3 PRU LAU :'LAWN a o+ 63 S 3AL. ARBUTUS UNEDO 'COMPACTA' ' / ( _ � 3 STRAWBERRY T;7EE '• •� � - o � � 16 5 GAL. AUCUBA JAPONICA VARIEGATED ',� AUCu3.A 3.MAM_L7hIF I U 38 1 GAL. AZALEA 'HIND !91MSON' p� HIND CRIMSON AZALEA 3 PIN MUG J� Z.A71�.HIN_ � 19 1 GAL CORNUS STOLONli=ERA oAILEYI --------_.__-.. ,__ I _ 3 PIN MUG ny REDTWICi DOGWOOD • � , � � -;� I _ � � � ti • 30 5 GAL EUONVMUS JAPONICA LAWN w _ 1 PYR CAL m o EUON�MUS -` - - �- 1 ACE RUB S S GAL JUMPEROUS CFHNENSIS 'TORULOSA' . LA • s u JUNIP'M.'000 JUNIPER ' g , 9 1 GA L. JUNIPEROUS SQUAMAT,,� 'BLUE STAR' , JUNIr ER f ; 73 1 GAL MAHOf+lIA AQUIFOLIUM 'MAYHAN' \ 1 JUN CHI 10 5 GAL. totAHON1A AQUIFOLIUM 'MAyHAN' OREGON GRAPE \SAWN J ; OREGON GRAPE ' � ' . I � 3 5 GAL NANDINA DOM. 'NANA PURPUREA' DWARF NANDIhL1 8 30'-35' NAIJD,NA OOMESTICA •MOYERS RED' 5 AZA HIN_ MANDINA , _ � � • 3 18•-24' PIERIS FLORIBUNDA 'FOREST FLAME' , 4 c MOUNTAIN PIERIS 3.�A�1 LAS -+----_— r y € y ■ 17 12'-15' PINUS ?.IUGO MUGHUS 12 AZA HIN MUGHO PINE - i D o - y ' O + 54 5 GAL. PRUNUS LAUR 'OTTO LUY1iEN' 1 NAN DOM LAUREL I - - b 0 W 0 21'-24' RHODO. 'JEAN MARE DEMONTIGUE' L7�ZAI••LiN Q � � � Li1 J. M. DEMONTIGUE RHODO. I o �, t2 w 20 iP'-21' RtiODOOENDRON*UMQUE• 0 D PIN! UN101JE RHODO. -3 JUN CHI_, O L 35 5 GAL. SKIMMIA JAPONICA Ca SKIMMIA 20 1 GAL VACCINIUM OVATUM EVERGREEN HUCKLEBERRY ; ' 12•PiN[ —1_ 5 GAL VACCINIUM OVATUM `1 ACE RUB 1 PYR C_AL 4- l Q 46E EVERGREENHUCKLEBERRY *SIGN - ADD ANNUALS i r-, 6n; •� CY TYPICAL LANIJS.GAP�C11A8� ` • - 4LIR TUL SEE AACH ,�' - -'-- i� LL O Notes LAWN ------------------- 7.1 LL_ z i 3.F.U0�JAP__. N LAWN O LAW 1 ACFS�H Z , w G PSE MEN - CL ' Ground covers to L•e planted 3 feet on center _ ___ _ .. - • �-1� � Q Existing ?tees mdicaled are to be saved as feasike de • Q W pe.,dinq on issues of grading and drainage and the 1 I Z ,M1igaith of each nee as examined in the field. I • LAWN • . CV :';�;'•':Z.•�� 1 GAL ARCTOSTAPNYLC8 UVA 11851 KINNIKINNICK 6 ARB UNE 5 PIN MUG 1NA1J� 1 GAL HEDERA HELIX 3 ACS RUB I I L PYA CAL _ -_ IVY Y 3 LIR TUL _ a. 3 PYR (Al. 3 CAL DEC _ iACE R�_ 3 Pit,, MUG 4 VAC OVA — 3 JUN. r 5 GA1. 1 GAL VINCA MINOR CHI 1 CAL DEC I 3 PRU LAU — VINCA O i -- T 4 RHO UNI 5 RHO UNI_ -RHO UNI 4 RHO JEA 3 JUN SOU — Match Line i. LAWN O ---------------I- ------ ------------------ - --------- - 4 SKI JAP 3 SKI JAP ° I ° • :r - �- ° i - ------- - e -----�--------- --------- ------- C] BARKDUS T I i THU PL_I --I-�- --- ° o NDSCI,PE ------- ---- ----- ------------------- -- --- - - - -- - ------ ------- ----------------- •---------I. ---------- PLAN —. -1-- WEST LAWN LAWIJ u I GROUND FLOOR GROUND rLUOR GROUND FLOOR i THU PLI ' t UNIT TYPE. A GROUND FLOOR p _.__ + -- UNIT TYPE B UNIT TYPE A UNIT TYPE B r177l i -l B 3 RHO UNI I DATE MAY 4, :aq„ 1 NAN DOM GROUND FLOOR GROUNU i I UGH i GHOUND FLOOR REVISIONS UNIT TYPE B UNIT TYPt A r GROUND FLOOR UNIT TYPE B UNIT TYPE A -' 4 y 2 CAI. DEC L t ' - NORTH i JOB NO. 93C2 SCALE 1'-20- 3 ARB LIND DRAWN BY ELL'; LIR TUL I 3 LIH TUL LANDSCAPE PLAN COMPUTER FILE 1 THU PLI 12 MAH AQU i_4 THU PLI__ I 9407 L1.1 10 ARB UNE -- 1 GAL 11 MAH AOU i GAL 7 COR STU SHEET 3 PRU LAU i GAL _ 5 COR STO I ACE CIR i GAI 0 - 20 40 _ 60 BO 100 . 1 CAL DEC --� -� I I I II 72nD AVENUE, 12320 - 51 i 94-0024 4 COPYRIGHT 1494 PAUL FRANKS ARCHITECT J U L 0 81994 1 CROFILMED ( IIIIII full VIII I � illll VIII 11111 ► 11111 1111161111116Illlilll 1 �'R` �'�'� 41 MADt IN CHINA IN 1 1 1 1 I `iPSE MEN 9 MMI Alit)I 1 GAL 13 MAH AOU JUN CHI 'I ARB ()NF �' i� 1 GAL 3 ACU UAP j AR6 UNt.. a ) 3 LIR TUL �e 1 THU PW 'w:VCJta�fQ"O/t Orveav��Sr•u,l,• � 1 S 5 � � i • s s s f..p� a'AdrV a +v wC T�y�s io'tl�.�i 70 ' QW4. AUl) tlk. T 'Z7M. lt)/ 2 SrACMIl7L,* ♦ _ _ - - - �J Av LAWN )� es�v��e.'�n :r�.t�r�,t ,y \ --._ •xG,�;,7-a 7wicE cvM�r�. •I , r. .«. .'. 1 is ../. � ACERUB • I a, 1 •+ m/e AluLCN 46 ore / } 7&.aaP0/L4Rv w,4r6[c ,dn.►[N 1 t" 1 l_IH TUL 3 PRU LAU: ACE flU -1 THU PLI 3 `,l' SKI JAP 1 w Q 1 ,,: Q Ac.�/c` ,se[c. �u/x AS yq. srdc1,-%S _1PYA.CAL 5 PIN MUG . 3 CAL UEC +1 ACE p��p'� i ,- • m o ) '� AWN )'i LAJ ' ' , / Y E ]g ,�, -/ ------ --- V Assisi m ;' 1 3 Lad R�.uO✓!4 �p TN/C!� VF ,B1,Tt.�1V, M �i/ti1uM .� i..i y -- - . Z � o 2ACE RUB ' D 31 _ 3 PRU LAU : yP -w LAWN\��II _ LAWN 1 v I o , 3ACE CIH p .. 1. ---------- O =,ti�zairco_�uscs 1.NANDQI�� , I z x E2 N , P+ Z 41AL►'AZZ. 'O w/co- o i _____ _— ___ . ___i TriIJ PLi Q sTi�/t,yos rat[brt _ i U LAU i-ACE RUB- -_._ - -- _._—, __. 3 PR z f. -- -� a 4a, EXE VATG- TW. A- L 1'rIO Z I _--_ LAWN / , O � � � Q n n aLOT.Cd,tL. �LiS/T/O�l/ 2 7• �,{� P � u�ow',t_/ ,„ ABove f'iyi --� < • ----- ,e•,oe `�+ a rn o - - --__ _ I 2 PIE FLO o IQ/4< AA ZJ4 a $ n ,� 1_IIi1J PLI o —._3 A GE CIR I m _ o , _ _'_J—' ,n u�i / 'C�AO2A,Ir r wA72FC c3�s✓N r Z..— i g ; ' ; ; - _ r —`1 PIN.MUG �y. QD W In , ; � _�p�-lay' H - , / A4,AJIMU,4A Z'X 2")(,qOY FIRK - a D r 1 �• / •.•w.. Z , ~ y Z / . o '.�, i � ��� ) � ��1• ��'', , � ���. -, - � l � � � •.; ; §�JN SOU__;_ _--� -- ` . � m o �o' r , "'�,7F'; • .'. D -- . ' 1 ACE RUBS - m s o --,� - - ■ O �IL�.uOvE 7?7i� r:✓i Qp Q�13u etAr- ,V. , LAJ F 1 u 90/1- ^A .�5 ��YJI�/fid • - � �, I \�!0"111/N.LOMPJIGTE[7 /3/ICKF/t t.M/Jr = rl. , LAWN ; ' • c D O 3 PRU LAU : - y o - - - C TREE GUyIN�- -C,�T�I/L ` � o m � I �,• f° �.� �L, < 4 Cf Z ' I I-- w LAWN TYPICAL LAN05CAPE CURS I r cc Z w L� ----- -------------------- -------- ----- -------------------- - SEE ARC} 9 ■ ■ ■ *__ i ACE RUB A7.1 t ��� I�—�� �- ^� I Z O �y� L�.I L. r, :RUO _r� T Q ■ ■ ■ ■ , w ---- -------------- - ------------------= - -- 1 O 1 LYAf.AL , 2 JUN CHI L 1_AGE CIR- ' ! r 3 AU_C_JAP 13 CAL DEC I • 1p PYA _A - i5.MA�tAQU �-3-- i ACE RUB L— 2 PRU LAU 1 THU PLi ------ I---- - � 3 Match Lrne 2 THU PLI i ACE 3 SKI JAP CAL OFC 5 R3DCALA i NAN DOM Cf� 5 GAL THIJ PLI c xuv,�rE >•wic..� _ DEC '-f''"� PU'Ati•FVA-1 of /r�erasc� ` -- C RUB --_---- 13 SKI JAP 0. I3 CA._DEC_ 3-SKI JAP g AUC JAP SKI •IAR 1_ AUC_JAP 3 AUC ,JAP P'04-/r.vv uro wN p F PLANT I"A tSG{/6- Fj,l✓/y� ��os• 1 NAN DOML 3 SKI JAP --- ------ �--- f - --T- s,.� Mme« -' / 2 o ° ■ o o � h � o o ■ � - j 1 LAWN [ANT .$•�uc6,'r; � i i ' � � ; •--- - - , v C311C,KF/L1 i v..7/R� i� �� . �-����I ,11 'Qy_ \[%`�\%j��• , --- ---------------------------■ � a I, I1 � - p- �■ i .. '' �\---- -------------••-- --- ------------------------ ------� -- ------ ----- ------ ------ LANDSCAPE LAWN LAWN o -� z $ , PLAN cYivo li -- - - LAWN o Go i LAWN �. ,�.� ,►�,X J " . Al l r. z ; � EAST _ in o > o$ srl �U� P11110-11\16 T/_NG LE r�iL - ": 1 GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOUR A .T, S UNIT TYPE A UNIT TYPE B VN11 TYPE A UNIT TYPE B ' E r - z DZ f0• v • ' I U C) solom O 'u r� m r7 I D {� GROUND FLOOR GPOUNO FLOOR GROUND FLOOR GROUND FLOOR TYPE UNIT TYPE A UNIT TYPE a UNIT TYPE A t !� - , I IVOAK UNIT r PE B u t ;\\\ LAWN , DATE MAY 4, 1994 REVISIONS NORTH qQco e•Ffn I 3 PIN MUG 3 THU PLI AM JOB- i THU PLI - - - I I JOB N0. 9 I ACE CIR ° 15 ARE[ 3 MAH AOU ! 3_PYR CAL I i LIR TUL SCALE 1' 1 GAL _-- i GA H AGU gHQ�1NI NAN M 17 ARB_UflIE DRAWN BY ELL*F --TH I PLI 3 LIR TUL _- - -- 3THU PLI 10 VA_C_ OVA LA N DSCAPE PLAN COMPUTER FILE I.�Fi TUL i�`AL 3 MAH AOU ��LAU 9407 Li.i 13 P.1U-LAU i GAL 7 COR STO SHEET i ACE CIR_ i GAL i ACE CIA L3--PRU LAU [�NANMM 0 - --- --- -- 20 40 60 80 100 L — 1 .2 I 21 JD gUENUE. 11.320 `i I T 94.0024 r)F 18 CDPVRIGHT 1994 PAUL FRANKS ARCHITECT JUL 0 81994 ICROFILMED 11111 i 11111 i 11111 i 11 ! 1141 i ill Iii I I I � I ISI I � I MADE IN CHINA IN 7 I , f F KA r J 7F E3 F KA 1'4 1=1 ;C- F Q�� DD Fl=) i Ty 0 A LF (OD 0 �_� 9 v T I I a " DEVELO E 5 �4EET INIDEX � z F .47CI IC L " NZD � 4No4C � 5� 4EET IDE5Cf;IFTION BOO lel s FEfP,-fR -r' ---� SITE Lr4 < E 0 & UJE (:;; 0 O ON fREG 5703 _� _ coy ��-� _ _ Ear' EEJ 2 TREE P t-10VA � � 03 > & 35 - 213e& _ � L i= 1_AN � 3 GRADING AND EROSION CONTROL FDL4N ,. \. • R i z 4 MASTER UTILITY FLANNCE :; INEEfRQ �4. 5 STORM DRAIN PLAN i. " STODRAIN PLAN AND PROFILE � rs SANITARY SEWER AND WATER, FDLAN UJE5m` L,4 < ECON & L� L74N75 - rREC� 8 SANITARY SEWER FROFILE OL �- �f3 .� �5L� ITE STREET IMPgOVMENT PIAN (S.W. � 2nd AVENUE) � u � �- 10 DETAIL SHEET SIG . D OFREGON 97223 YICINI �" 1�' MA P i 1 DETAIL SHEET � ( 503 ) & aA4 - 0052 BENCH raRK: �- } ELEVATION5 E3A5ED ON CITY OF TIGARD BENCH r� MARK NO. 161, A BRA55 CAP IN THE CURB CN THE WE5T SIDE OF 5W 12NID AVENUE, IN LINE WITH THE EXTEN5ION OF THE NORTH CURB LINE z OF 5W HAMPTON5 i., ELt-YATION 221.88 (3 - !L I. The CONTRACTC'R shall pr•fonr d work n c ss ry to ccwplate thk project in 18. At er«tes ofconstruction are to be atrpped of 4=4"Asrcr aMh the piers t-ckd►tg such mr :kUrttaJs as nay be necae"N to masse topeott 13. Pressure regulator vehrea ehd be provided at sect, b„Aeiriq service tau the 5. The EEC fac1111.1ws or,a1 1.x Inspected daly day the apIcant/corarwtor and contractor. Service " not exceed &'5 2. The Piker f�x1c fencest ehaA be krt�ma to rglr�ly the c��ntr)ers. niers fgaM�ie. ap�.,ebe agency re dine and others ass rte+^ &&rl Lo provide a uaspbted 19. 1Fre► retmsrovAl o' uJsnetltaais auatertaa .id bre donee an consultation with the SOILS p �� a f� rrramrtarned as necessay !o erneures their continued ftix+ctkbrrng The fence poets " be spacAncl a macwtam or six rest W) apart and cirtveen project EWINEEIZ Ur*Aalnia material Steal be c wposeed or as dstasrsemusct by the b. The ESC ra.lMis. on inactive sites she! be securely Into the cJot"d d tmerirten of 30 lithe 2. S�'&5 ENIG NM. If Ouch material is ren„cved From the Me it shall be done at inspected and mak*airad a w** um of once a month or uAthin tl-e 48 hour�er foltya re,� a stow event. 3. A trench " be exc:.avatrd, rou^ 8 mchw rads by 12 Mrfties dwep !6'X12'), AN usor•k. l/nai !� h Aocar•dlarreee with LFtte appir�aae rctgtmlatiorte, spedFJeak,toro, the CONT'RACTOR'S sOJs oesperse. tmpalope and ec+.Jec:ex,t to the wood poet to suitor the Ater fabric •.o tae txrirci Orego and N of that Gio a, h TuXriatln Buil Ulster District, the 1. Tire enrJe of eaii aervtce letaraie or stabs shat be marked aAth ane leve 1. At no time shd norw than one foot of lectment be Jlowed to accAmulate behind Onegion ��P'f�Sp,edalty coda, and ti,s W'lform 9+ Coda 10. The CaNTRetGroFt Ohefl review the project Ossa h,v�estir�t+on report prepaed � r� � p {r by tits 5010..5 EWjk*MR The CO00RACTOR sial be nieponOtble for 2°x4" ma'kar extending 6" above the ground With the end painted u+hite. strew tare sediment baniare. 4. When standard strength War fabric is usad, a wire w43porl Fence shall tae Fasteawd 3. The CONTRACTOR shat be raa�xaneble for obtaining any mired per oto Fob" at recommendations and condi x* set forth In that report. 8. Caroatnd surfaces corrtructian are iv tae eeeaced � fo3oumn �+�} to the upsiope side of the Tarr use had+y-cilli erne st�i'iw et ift'ist vow before commenc&Q cork on this project 2. ,41. samurai sewer pipe sFndl be PVC corfors" to ASTM D-•3034 ( 35) ®"'Seed `�� Inti, cl` long tier tufts or ixx3 rings. srtr shell ext I trio the trendsh+ A 1f. Project grading Mus stmel be d property Mmes and streert right-of-W&y urrese Install In accordance with A5Tt- D-2 :I, or 44woved equet minisurn of far Vx--bee (4") and shat not extend more than 36 br=ims above the a. Nlyr3rottaich aha! t� applied with c3ae�o seed at a rete of 2000 fbJ�acr'er On a�� gam surface- W01* Amy tnapectson big the City„ TuelatAr V tlisGsr GI&trtct, or erne CGtgresr eFrel otherwise sFnarn rn this c�atnle�} eb�,�n.s e+ than 10i1�, ose�J and rraAch eel be W1th a Wert, In try trey, miniere the CaNTRACTOk fro&: wN c*Aq Jon to 1-wforw the 3. A! privy a to priva m "harry pipe "wrocuors are tr, be my" uniew cAhetrvnlse �w���) i_4d' � %d � Q�� �� � � �*� noted. Aleter !o seam coYruectlorre are to tees s t`� 9. thea e>" d strer�th t*terr r +tc shat be etablwd or ittrrd tc+ thio fencer, ata :C7 Ocs�tatMMti tip TWO urou . In strict CA epience with the epic ll:4a cotters arra ager" ret 22. Strakfrt grac.trrs ehel be ren between d Firah grade eaarvatkbns and/or Finish Ixly px� aar" IIOT t0 � e M /fir contour Mmes srnotrrn, unless Otherwise :nc4ad. Inchm of the Fabric ehd be extended Into the trsncha Ther ratbr•ic; •hal not extetnci �, s� �� 6 The tocatlon and dopift of sty ut&Wo shorn on timer piam are 4ppron Imate. 4. Tracer Wire si^at be instated For at prtvate norrtretdk: "n1tay Knee. Tracex abet T' ste�bisd trsese lrlew utJattw are Masrr� using the bei. Nfrxwatlon eva><daJwThee ectad. Thtad 23. The CONTRACTOR shat have a! existing utAkles bested prior to etarting armJ rare for public tMas� c say line meet Unlff®d Sewer" Ager" rrqutrewrrin�us. car mora than 36 incites ,above the original ground surfec:a. Fater Fabred Fabric • riot be i1f sol krCAllvn acid dopth way dFfw from those ahourn. work -' L7ry, kboss, weedfhre strata used as mulch ehal be etp�>ied at doubts ih:z b. Wnsan exVae h FMter faalc erred civerer past ape •� aye uOeercl the wirer teeth 14. CONTRACTOR shat ruotiy the J • C.Fxick Psansc�n at N&OMuich racprem ar t (4000 bi&c r ). Anchor etraa by 1.r ngt 6. The CONTRAC7ol.i shd an sw! of an the project d+s et d -t Ferre be almlrtatad In s°.uch a carr, the rifer fabric Is k' approved P+a� ix' Jac 64i18TI3, pricy to dor r0plIkA ret the government seortuirr . =heir bs uxllf f tried dtectly to the posy with at other provision d the .la7,.e s 1 enviesri note for tblea 209.14 �d for rq�sc.ea,wtt upon► co.ipi or�cur»tn,ettort per UR"5. � - .+Wowed ccxrxete oonforwing to b. 501 ormiq � 9 etc-). rkAch �'a J e� or I. P►1vaM a s+.o'tn cNeYi aha! bar: (',Jars 3, r:,::. standard f>ltrr fabric 1 AAy dteratk�n or vatrianca r-om these plane, erxc apt trignor Feed adju* r s ASTYI C-14, PVC corforming to ASTM 0-3034 (50R 35) ex smooth irnrrlor Prepairstion - Tapec�9 should be p"ur ed wcordhq to lantwApe 'Ouwv*h 3 + weeded to train eattstp g Mild conditlor s, sh l flet be approved by thee gbplc able � Gcxtugatetd�� � ronronAMrg to AA,'si�iTO M-234: 41-,M D-12403 and plamu, cx of grass seed st:rMer. It is recomnwtcbd titin •• �+n►.y AN variations from them pian st,e1 be rioc�.e..+ted on asTP'I DwZ4r . cover bartmroeum ftn,ir,.d gvLind fit+ C" outer wail la .k}p« to roughsiewd before seeding by track- , (diving a a'anbng �! purpose, bun. and � 1. 5edmerrt Frmucsa eFd be ra.rvvee tirhwt r,arve served thein aerial not before tine acct, has ben &Ubfted 1.5 Feast in paved lvrhticle vafT'IC) arecaas a,d I�0 ferret in landscaped arena tre.^tor +►� and dorm+ slopes to �e a pattern ar deet ltepmimrt&parallel w F�ns'uJ carwarr_tican Plaid pmtnr tra>aittae to the devek>p,.rs Err[�►rerr. I- At puabic Waterline Pips for Ppe Sizes 6" dametsr and «mallear &Poet be Clams 52 slope ccm care) or other method to provide more stable ekes for seeds to ctuc-UW iron ex C-900 PVC. Ductile text viral be cwwrrt-mortar Inerd and � a. 5wdilia nt renew Octet be pec by the Cot. RACTOR after 8. Tie CG`iJTRACTOR shell be 104>0nel:4er for Coxordneting tl-a reaocatlon or �� 2. Pubic storm drain pipe m&.arld noted m "FRCP", 'CPP", or "CP" on the plane each ralrfaat and s1. least dei! ming prolonged cellula '`kJ�r sW Conform to ANSI A-21b, ANSI A-21.11 aid shd be U.S. ! .jolt plias or shat be ac foiomrms- burled erten aven`rsara met�sees epaire 4"". Ruhr ring gark,ets onrm" croto ANSI A-21.11. Fittingie a Seeding - aroelon e: saw-'ntrof gfaes saw-' mbuse, are as fokma. shd be meds im medtatak} r1t ba claw 260 rorfortrirtg to ANSI A-21.10 and ANSI A-21.4_ Mortar *"tAJ CU" 5 reinforced Wncrete pipe (RCF') std U.xfdm to ASTM C-16. S� � �igni d to achieve erosion central me be sutsstfG,tead Ir S. The tees In he pro .hall rotayy ah oum before orf agamclss with ,rder9° `t .►rail ba .amu. thk:krmesr► as For ppey 15) Smooth .rmtelor eor,ugat.d pc ihllrns pips (CPP) shat eorrorw to mrd by -Aril"ct.lan faiciitles In the project awe 24 trouts be►'arr coetrrenci►rg ccar>w„ctk+n AASf-i1'O M-1')4, ASTM n-1148, stud A9�'T1�1 D-2412 l3 het emMMr►mrmt 2. Poiu v chiommde (PVCs waterline pipe uA be dowrd on-aftst and downstream AASW. l0. At Fame ec+.eroi Thai be peetrol Do In accc�rTCE)) With the wtestdbg sditkrn of Ihr or the kfboW asswtak� C) Claw 3 non-rekmforcexi condnetat pipe (CP) shall eor�rom to ASTM C•iii. I)l)trar'f Grass Mx (low height, low n*Aananeel: Deaf Perennial Plaruei a< Umefrxtn TrdYic Central Dnsvic:w (►-IUTcv) a. Rmoditad by the 01,11090r+ &*PWWmnt& PVC watw*w plpr abet be C me 1t"50 p (diastem bot rcxr hers orotsgh W 3. Al rAAAc and prlvAe etc" lines outside o001hf the etrewt rk�rt-c»tsar sFd have ?ass, bq 'g Reef Fescue, 20% nay wok*-d 11 Al out and fl slcrF ineFne&) ad shat ecxfexm too AIA" C-900. Jok" Oban be aiac c�es stem rlket+ed � ,e(" t oIrle. applcatlon rate: 100 pounds mlrtlsusm per acre asr• shi be no steeper than 2 root homizcKnal to I focal vrMk d and std conform tc, A5TM D3139. J III. The CC04TRACrOR drat utilize sta&*- axle watsid far d file. All nk 4. Gaskets (water tight JoIrt) are not resod for pubic: atom kwo ir. r,treet right. 2 -4,andard i4ek" Draw rbc M areas to be (�iacsd Ir duet fN'ls. The CONTRACTOR At i"itttugs shat be CJaw 2s,0 eonfor" to ANOI Ali-10 (A AuA Gilo) ad c,F Anna Ryegrase, =k= 0it by Wwlg►k ANSI A��-4 (AWWA G-104). Turf-type f�srucs, bC btJ esstgt>t shat cwt « � to acct lams the a %In me ofomum der eg d decsrrN p, txy � rags- 100 pound mint n m per acre AASKTG T-180. `3,�"--..�.-_'�-.E ears w o bur two feet. of 5. AN prfvatr to privet® storm p�ae cortnrctbrw +se to be + tx�ss c�thsrmWee +sal p's3 PVC waRw►Ilree ►has r not dared for corrtrtmr-tion of er►t esesMbiers. Wim► d tr,yp� ip, for gees seed As per euppMer'e nn. Garbs, gramme shoulder, and slcbu+ew, extensions. h9dr nc4eci Al pmiveta to pubic s!c>!rn uneh+ connection ase to be :tom c 3. I"-4" IIAN ssw•vicaa shell be scheclals 40 PVC a Dwoviopee nt &vw within 50 feetowatb er oe3wes and wstlade moat tale a 13. CA,st a�atesurrit shell be nresrtaireed by edegaata rratsmtng .ref the Mt-it, 3. ��' 6. Tracer tub-r or tape sht) be wrtded for all prlvat,e nor:wrtallc etorn iniw. f non�7htoepFtomums rrrtli,e.r. APprnvad . CITY OF+fir Tracer wire for putbic storm per shall inert "led 5errrrragrs Agency D 4. NO VlIVw slid be a rhd be WMur RIOIrtJrr tLJ taretaroirF+ (,+ •• .......................„ opened or clvseed uelhraut 1plbreavd tai the t+.�det.ln Valry � Wa�9++d"9 r andliloff' aC W. T?,. PAVING CONTRACTOR shell the responsible for er�..tlny a1 seertnotw, Ulelar District. `'ill �'m..........................(�.}f.- u catch bald&, Store$ut&, vaults, eater that are alfreacted by a* wo construction and/or thFill to 1 The ends alit storm service W weals or gree&, ureter ft needed, especieluj In aanorrdy hot or d'4 'm•�� For CnI y��r04•�d ..........................................� filth ser 5tamrm airaan Iret wtmG�tur+w shneit be Ike or on adverrr Ohre Ulelr rates ehr+tld be contnrleri to V t ic?t"cork 6J ds.^r; in g acUwtsd as tteelasr Iboers Nna thea $. Al utustar erne shell have a serikrsmm d 30 fncFer, of Carver to ficial+ ader. " " peps stubs eFd be martcwd meth ore s1lt�cfirr without portdrte weber. g 2"x4 manlier extending 6 Ax,ve the ground with the and painted grew. provide acirsquatae stcrbttre w�cauMrg rtzr. 'Sit#Ia T�NQ.Ffrli 1.1 „d n� s(/ � C] b. At tees, bands amid ends or watertinss shat be blockrrd uAth poured In piece oto„ , M.S. The CONTRACTOR shell dendsh and remover buildings and relaied f. Ro-toodtrg Arabs which rag to estabish ase covetr eeequate to • 1 CemecreJs t►>,,.t talocks In ACCQrdaY-e cath the Tteeletinr Valley water Dfsttrrkt.. y pZvent ., ...............r is slrraoturw on site Cassenittlon souk. shell also In�kede ►,sntrovd of d aWaspo err, on &!•mat be re-eete�dee as soon as earth areas are klrntirtrd, acrd d '�I•�Ch........ end [ 1. • vte�retation debris Rom comrvuctbn acerae Corfar'msrc a ulth d and 1. At waterlines shell be flushed and c:Moelr�rd ad potable water test xfete measures taken true set.abl eh edea," cover. J01)Addr�,r.- panwtting nor such ererCrtkk sFd be the rrapamrb111y or to shill be Approved bit the 44on Slats Wadth DepartInent and c_.My of Tlgard i moved eroNon control maiwiras ehel be taken The CONTRACTOR atoll le L) CUfttTR.aC Tn�at+reaerRs puler to sty metered service in v�fkap. provide d meter A egL4 meat, and per sc-rr+reel nrac-s&&ay to makttaln such Mt*kln, 9. The CONTRACTOR shirl provide she we m*q as awes si" to reduce wh,d e : p� protactlon mesmrw. Ary dwA90 Caused by erosion rubel be comrwcla l by the erosion Of son n"", Y CONTRACTOR at hu�her ow cre�,ceneet I6. f:3dstMtg alis camdtlrars Grua rlevatkxr eFr�ts►+ on ire p�^ are from a soar D. lire hydrant es&esulbllos shmd be iC-Ai Cxmerclil, Wabanokme i�ar..r, or \- I Coil Steer) by WestJriks Coroukanis, ir>c. rn Janteay 1994. ev cJONTRACY approved , conforrnlnq to AWii�4 d CbM, latest reroeioro. F�lg&antS 10. At eroekxt comNrd rrrsas►rr.Os aha .or2f+arm to the Uteshlr>gto►m C �- r , dal Asti then Mus sal ver►1<y et rrctsting co+mditiorr a>tal elrvattiorr to hes are to be xu and the drspth of '� le to lees four rerst - ��,� �`FJ,. V) 4*46 SIR 0 2. The Ion nr ion C.ontr'c-d (E5C), and ttw Ei it "fr'oeton/Sedm�rrrtamt.lran Control F'larr, TrcMed Guieiernee F•1ef'mdtae�ok. . conrlrucliort, mdI n.ensnra, rept icamwrrt, and upg'acling of E - facilities Is the f of the cawcontractor untl d carwruction is and 9. The CONTRACTOR &Fra be responseabs for manta rag the I:ircper seatet4 n �d °� sotabisYred J II. Re-eetalAoh ground cover prior to removal of ero6&--m control wmkssres. Q ��16.0 5 9 6 S C� Thr ur irtrou red ut8t1M stylen Pomo been bcated From the Haid eurveey bats~ saotay sewer hrea And wen-"• fuse as nequfed the •tmernt r f Mforeeertac'+r, ant! "'sul+r� reccxcts The wrv+syor neicsn no c}Wamt a that the Emwlorwrwmnel I�tmeMty ad Stair Department al liareith � �a .j� c►e oz rr+g"raed ulllbs Shrow, coriprls�r d ouch uUlt m In the area, dither In sservtre 3. The k"!C FaclMlae shomwn on thew plare must lar constructe�a In aonjunctlon rash �. itt�, FX � Z or !'s k*V%kl Thr surveyor farther allose not warratt that t►rrIrd $a 10. Al valves stria hO I'VO a connected to ad�ja w* terra Or tied hua+.ic with 314 Inch tie d dealrtrtg and gating actNilJr&, erre kr earth a eeenner as 10 kmwe the sedseent ut �OAEOON 1 �� JlRtw rhatrrt are to the strata tor-.at(onindicated Ithaa$n 1..e dross certXi that rte. laden wow dors not @utter the ctatrrage eyetwm or vioWs aiapir.&Ow water from start a - , I. The Filter fabrle ehil be purcf•mesrd In a contluoue rd cut to the length cif the FRIN rED J�r�� they air,. bratad . earateaity d• powtalfrom M+rornaitdan avatlelibe. The bar ism to asv+otd use or joints. When joint as neC�r&sary, Filter cloth eFd be ►• C) M� wrveyoer Frau not purieh;all� kxsatad the undemg+otrd utJlUer. I i. Tracer utero or t", shael fee in.tafleti to d reort-tnret aAic uretarilne. 4. The ESC facMtles shown on these plans enc the +ienlmum rsq*ei setts for spirted together ors at a support Post, meth a mMrum six Inti, (6") overlap, and both Bend raste Wed to the 1 1 I i. The cOfTR.a[,-Toia &tar revtry ire devteloper w leant 12 hnotrs prior to &taxi. cr 12. Larrdisc�sr .ion sista., taps aborti be enedrr dxt the 4" dlstrtlut tort hirers, not on '�}��au,. eonan.ion. Durt►>g the aomtstrr,etlon period, iter �C' redAtisa ��'�f Pte- JUN 15 1�9'� � � � 11tIR r1up�JrouV &N-VIC &. � baCkfim dare Is r ford &ecinenl-NGIMI watsr�close not IWNe tad siCJmm Mit& all to encore tFUt �..- 1JuR �.arT r w►&**"&$-4 T prtrtaC egiatntd rflSiGta .. OB 40. wean" ra�rn..w".�� ��������w������r.��.r- r iO�? 0 AVENUE, 12320 EXPIRATION [)ATE SIT ")24 6 OF le JUL 0 81994 ICROFILMED li ! III V III I ( Jill I Dill 11111111 I Ill � l 1111111 ' 1 nWR" Gattis 41 MADE IN CHINA IN 1 1 1 1 I z z 5.W. -10TH-( AVE. \_x ""Y 110 Nw r 5-ALF 1 * 40 94 .......... f U_ LECiEND Z TREE5 TO REMAIN TRFE5 TO REMAIN 7fREElj' TO BE REIMOvE-D REES TO BE' RF.M(.)VT.D 1 1 .... .... ... --- , { OL W 4. --------------------------------------- t .7 ...... .... 1_7 V jr Lu Z_ r 11! Jft I IWO owl 4WD Age IN"r ul 246.(P N X_ 242.7 hut' C4 ----------- ...... N 'Z S.Lu. 2ND AVE. J2 rE-. �2A.23 IE- 224.5(1 IF-, 224.59 swl L I b 6v BRA55 CAP MONUMENT IEEE GENERAL NOTE 24 SHEET 1)5E CORNER C A aEO. RIC"ARDSON L NO. 38 77— J 6 # r ........... 9 77 ' e S.W. 12ND AVE. goo Flo;., I _ _ ' I rr 166; 111, L lu 72ND AVENUE, oli" KED SIT 94-0024 12320 7 OF 16 LuIll JUN i-,)Zjq oF 40 - (v PJce " __'_ w _...EXPRATION AfE .131­102 JUL 0 81994 1 1 CHO Fl L N1 E D nwx- MASS 4MADE IN CHINA .71 IN •��Ir �• 1 1� I t Iqll\ \ � r!! LANE dAWUJ7 11{Y9r AtlM°I�AI.T- 1 MW MAL r 101 -.--- JAW OVAL TO MATQ4 31U. 10TH AVE, Usl 'Y 1:1 1 -,•-• ..fit-"" r .____ ------ - - ..__.. .. ._._.___ __...—....,.,. _.-.___ ._.._ __..._.___ LEGEND _r .. x - x _ _ 1 ---_- _.. ... 256 VIA FF FINVA-4 t L.COR E)CISTING GRC>UHE) Cp+tTCXJR 262 252 ' ° F9 FINI94 SURF ACE _ 243— F'ROPOSEZ) FIN15N GRADE OR 7 FIFli944Exa gURf ACE '''7Nt0.IFt 40 2 } rxF GARA(sE t_.- i Y I 9WALF f`.F� - �F• F.F.= fir* TC TOP OF GURI'•3 e • L ---- " _ _ F.F-= 1 F.F. F.F.= TG 3EDIP'IENT FEMrE .-_ _ � TDP OF Gf2.4TE �•�,,� ■ CATS BASIN F`+� C!i 261.5 - ; 260.0 l-�� - �- \ �� ` • AC ASPHALT COts CRETE Z 253.5 256.0 251.5 INLET BARRIER L4 j 259.5 1Er' 1 FL FLnu1 LINE Z f ... ��_._ GRAVEL CON°5TRIbG I JN ENTi•'Aty .E r G M 1 - - - ► t -- --- - ____ — __ _-- ------- - ----.._r- —_—_ _ _ - --,_ I _ _ _ — — - To , f t ^y^.O J f �DID40 � ffYPam AFACWnVCTURA- .) L P�VIPIS 1T AM!A.O WMCIPADC MOINIATIC • <-- lip A EXTRUPW ANS CONCFWM use I 2 I 'JET 1N EPDXY � J4' 04 -oil AaFN-I64%_TlC GCONCRM NUMBER or binge F.F. r_*FEpRMpw By f Crvr.) - � L ? 1 2.44D Be"OM '`3• 19I 258.0 1441) TOFF CRlld ED EE 80 BI ROCK BACtNACFMM W K %--- i L--- 26.0 ► 24&0 BOTTOM Ci"TAIL roR mow prcc.R now 'e + 244D TOE 254 EXTRUDED CURB r �%I or 0 - �� TBOol roM— ..F - - - - -- t F.F.= ry F X44 3' AG. ''_LAST! *C'*C" AL. � 3 AC .-�LA9b ti A.G. 0 _ + 25•x.0 lftt" TOP o x I fit' GRu� � 5AgE .---- -! �9Utt04'-t I r �•-a" cr��' Ror,K BA4E _ �s ti � _ "�� 'c��:�.c�`4. �,. r -o• �: - 252. 1 c � 1c - , :- - O + TOP O Ja rQ �� lis' % ., 4' I!'yC)" GRU4HED ROCK EiASE n C Q. � Q c c, 0 o✓Q Q C j H• I�j••fJ' C%X%•EL ROCK F.F.= 243.5 �^ T - -- - - ` t� FIRM UNYIELDING 91 GRADE 2354 BOTTOM lop t8 ti2 7T F.F. 242.0 Z FIRM UNYti:L.DNG 9ueGRAoc �lENT F19dCE p __ _ R.p, I ALL- AREAS �� bl TC /�' I 1 rOP ..w['•e AY�I ice+ i � -— — 51'R11G1`IRAL 9i�:'i1+ON � 1 r'-r- CONATRL6Gt fCEY'J�TOt�E Rt'F.TAI!Wt+ll,a LU 248 �►; WALL. 17ETAJQ. 04EET 0) TYPICAL PAYEt`1ENT 3ECTIDN ---___._—,. •F j — � >�ee oeTA~t►v Mt,e+s w�ol�+err r t 1!10$3 TOP CONRLTAIIIIIIIS Wr_fox Am i F.F= CT1PP) t; -w - ^i J r '1�.lod50TTOM - �_�--_.. ------ -— -- I/l'IIIN tpAw ML u�j 246.0cr to fSr --- F.F. 24 .5 t. 1240D top MO 001 10M 4• t. e•ca.�r m►u .7, — ' F.F.= 240AQN.AQ .0 •! I IF i:' sU•.yF T I moi•242.4' — •--� top - ... I . ., _.. �'_ F• 2ll^h.S - _. W CLVGWTC 1 o _ = . i r OF 4"-O C ria ROCK ;s_\ J ` ,� - / I COMPAC:TLD "GIG DENOTEM dw - _ 40 - - ._ S�i"1i ' -- _ � 'Y - ��\ / 2 I. GOfk:W=TE 9NAL1, BE 3000 F.91 AT 19 DAYS, 6 9t1C=K 1'IU� 9LU"IF' 'RAN��E �Ci --- — — -- ==�.� ,.��` �. , ` Dd61�Vf3 rP TIC TMMC C4 IALL vL /r.L Cl4�taE OF • T . � ._(y=--=s•- _ X6711_\ ., ` � �'�1r'�D �}�1 k'� �' �Y t' - EP y Cs _ _.. _ :..r=_.... d3-� ! �" - _ j P!�AW wM EARTi1• 80041'[0. QRAVE.�, CONCFW 8, Q - � '. s r'` I ! PADYM MATWIM- ANY WPM 2. PANEL-5 TO BE 5 FEET LONG. I (� } �. r \\ \ \ � rte.. \� DRAW MKD LPM tai SWRv rG � &44LL W `x I 3. E>.PANB!cNd JOINTS TO BE PLAC.I;-v AT 91DE9 OF DRIV911AY APPROAC}E9, ---- -- - �� _ y,. I PLLJW D OR C.PPW IN A AP'!"F+OvW MA"gt Q `.\\ UTILITY VAULTS, WEELGNAIR RAMP'J, ( AT 9PAGw-, NOT TO EXCm1� 4b FT. -, S., , I. •'?�1�If1 AVE. GRAVM COWTRIGTION V 1 4. FOR NDEWAL" ADJACENT TO T1$ CURB f F%X ED AT TWE 9AT•E TM A5 TFE L w 1 Intl./ B�ITR/NCF !M OET� �6` � \\ `` ti Q t CURB, THE JOINTS EREMLE.EN THEM 514AL.L BE A TROUCLFD JOINT WITH A MK I�j• RADA['. O - - t�" �c•`_.-c lh- 2245y [L`• 7; IE- .14.23 - �. Ili ti� 1 t� U ►iorc.H TO PFK?1fIDE -Y IF- 2,O. oveat�au DRANAW - r-- -`• ` �:is -f"lL - - _ _ �� � sE CR1ER GE©. RICNAD&N D.L..C. NO. �- 1 �, _ .u, _ ` - 1 ;\.. _ ..tz•�„• ,�z tiu�,<- =•-_ _ - --_ r r-:. _ _ __ >� ._ h�, OF _. _ -_ -._r:�,_ .1; c•u;- - -�=- .._ - _�• r L 1I •Fs- - - _—-1 - -- - 6 --- ,HR4�J CAS IT (WE C �M 2* t I) .- 6 Jl. _- 210 " I S.UJ. —12ND AVE. J a 16.018 .z �i CIRE. 1NET �• u PRINTF �►��Yr 1t '�qq �� 72NC F'✓ENUl:, 12320 ,IT 94.0024 8 OF 16 ui JUIN 15 H4 JF Xe NO. EXPIRATION- DATE 81-102 _ - :._:_tip,_ . . .. _.._.:_:,_ _., ;_,. ... ,-.:.:-r ,,;, :.,.„�- ..r,,Y„ ...., ; ..n�: lats�831 .. ...• � �i i i �r rra �,�rv� ICROFILME D ( � 11 � � 111 � � 1i 111if1 � i � f � fli � 1 1 � fli hili f Hili � � I , II ilfl � l � r flflflf 161111 ! 111111 , 1 1 nwat-' Gl" 4 MADE IN CHINA IN 1 1 111 I i s PPII­ I�IIrWMORON t 4 S.W. ACTH AVE. ----- - -----_—..�.__-�'•—•__---_�-w--_--'+._:_,� __ ....1.�.. --- xl _ t 1 Wawa ft PROP05ED 5T0,P.1••1 LINE ...._. . ..._. _... ... _ 5ANITAR*r LINE ! • I Al — — — _ — — — — •- -- PROP05ED WATERLINE � �» - _ j IP PROP0,*D CATCH BA5IN � ..r � • �._.l �7 F/i.1_L_ �i •. Y' 0 PROP05ED MANHOLE �.... -- � PROPOSED FIRE HYDRANT EXI5TING 5TORM LINE ' \ "STING SANITARY LINE :.......... .....L.... _ .. .. - ._ JJ EXISTINI WATER LINE V ! �awr I�Im,,A'wrwrrww wrwwr'Ow�w1� H EX15TING CATCH BASIN - - j (' I r•,� e� � s, � � ��1 � 's' 't EXIST1NCs MANHOLE . - - - � I � I , �• � U �,:� EXISTING FIRE HYDRANT 1 - --- ------............. � I ���___- . • f 9`3 LINE B , �� ��; •.�.-.�_ .. •� ��.�a.�w.r -�--�" , : I \ w' %43 1 Al V d 1 -- �•—; ! '•� - ; _-...�.--•� �' SSG LINED :.� -_-� ore �..�-�-.� j�-" � rr• ww .mat LL 3FET 577 .T_` . i • �' gm �T5 I .�w�'wrwwwww www ♦e _- � '� ' 1 bA•e ul - 8,fig V11 ( �: ... r. 1 .• ; _.—'-__._ '- I ! I i 61 CULVER? IRV � + _ S 'J�711M � ' 'l I [���sr�t r ��..w '+ � ,i --- a ►_'�'..-.�, i { _..__.J� � �` I � �- S V r. o'er"- Oa _.r=— -_: -�- " — "' —• - -� 7�, /� i- � �` '-�• 3D LINE E W LINEA 1 }•�j �#� 5M W�T 5 AND b eW I - - �� `�(��'4i..- �-�•�� \` ,� •. � f== 2i^.-,�; IE• 774.�x�, !E• �:4.Z� �- �'+i``•• "- �y •`�--• .�' l _ 1 ,' ' �Jl�f i __ -^^' S ^IK. �7�.c)3 ._ I _- -- � .-j `.��... -- -- - -._. _. -_ - '_ I� � 1 �'—�-_ �t `. - 1 `��1�� ' _ .�.��.�r_. -•-��'��._1�7'7J.t _-_... �.! � - � �-..- _ r �_ �-.- � .-_..-... """�'/^�r.. 1'� .'�®• --' _ .-- � — —I�IS(� - I •'�,� t1..�` ._ - _. I .._� ` �. Tis'+a'' ti• .._ ._... ,.� _. -. r'�j _. �f aac'� _-awW _. _ 1iI `+V 1 Z. �, `�..� __ _ --- - --_`_ _ __ �'�` x��- -_ _- - - -- - - - - _��.�--+tom.: �_.._.. _-:��,�•..u� _._--__ ---�•----�12�w - _ _ _ Ww = %) - to CI S.W. 012NE) AVE. m ow 21 111 '-_.'------____•_-__._ -._—I � i� � v �� � _ __ � T 72ND AVENUE, 12320 SIT 44-0024 (� �� fff F'�i11�1�_ �i, rE� 1 r t v! l� 4 11 ■ 90F 8 111 „�UtI 15 1. ��- IVexthke Canluttenu. .I,c. _ ,�,-�'� .�'"e NO. EXF'iRATSOIv [DATE 8 11102 JUL 0 8 1994 jCnnFlLMED � � � � � � � � ► Illi � lull � llllll � lull lull 1 lull 1 lull 1 � Ill � 1 � � lllll i + � + i � � i + � � i + 1 �- MAN 4MADE IN CHINA IN 1 1 1 1 f _3 z S UJ. `10TH AVE. \� I ! �` a�111�c.,r1: (llT. Ab Maxim TO - t . wrwwwwwwww.wwwwww. PROP05ED 5TG4;? , i..!Nf I i 1A" IN 444 1 Ip' 4+EL1C �T ti... -��•`-�...-- - ---, --- 1 .Y--ALE. 1" = 40' r' + _ �['`-- $ O PRr�PCCy�lEtr'; D eaW BA.9iN • 1 --�.. �+t (rn=) D1 ./ D LINE D � �� f .. am d#T 0 PRC)F'�oW-D h1A1 HOLES { _ / t' 0 F Wj9P0'*-E) ARTA CWWWN J i - F.P - � � -.��• F.F.= _ F.fi�.= I .1w F.F= !! ARTA DRAINS ARE TO BE CONNECTED TO r I 4 BUILDING X PRC�F'0f*-D FIRE N''/DRANI V) w r- DRAINS BY PLUMBING CONTRACTOR .... " � 2F, _ i PLUMBING CONTRACTOR IS TO DETERMINE .._ g _._ .. _. p � 259 5 260.0 -�---- 1 I ' 253 y G EXLI,I'IW-.s STORM LIW ,�, 75d O +II �, �lti1 ,•, f r INVERT ELEVATIONS AND PROVIDE POSITIVE G a , K 1 r -- DR/�]INACsE. __.. _ .._.._ .,A - - ETIt�l�s .9ANt7AR r L 4 l `. rj h tl; EXISTING WATER LINE !!D HANK" A-3 blow- t .. 11X, _ ...�.. � ,• ,+. 1 r ExI9TING r✓ATr_�r BA`5IN � 3 ' j r <' ! •4 lN1A1E EXI3 MG 1AN4OLf 4' E 1N 11i1'.�46A1 + .www w w w r 0 1n IN M�4�A'1 i � ter. Ex.13 TING FiF�F HYDRANT <'V --+- E OW 1r11A44.31 V ! 119 24 ' 4•0 L4 ---i !\` F.F.r. 7117 ILLL.. Wv'E; j '--- 1 I i 1 Jt� LINE A CL uj 0 z 410 txrca 1T4..EI• 4y wRA 040b= 8D 1.B�E v L 1 Ilr'19 IN (WmasIDi ►-. �I - - - - {------I - e ` F.l�= 2�4, ` ---14`JE aJ amort 1!C- ` 1 i L F.F.= ,� 1► a OTA 000+0.00 OD LIDS Q Ic 44= sF.F- WfFW +-, No WIN No 15031D2 pan �1.�' r$avrecTjoN C) TO 13E PROPOOR ER10660N WNTROLAN TOP25 O 1 e -_ ;r._ •L ..�1-.( D-1. O Jf V E qtY ku LrJr7 E A - Lie i�` i fA 4 1 LL • - ,ZZ •. �; ": F.F. � 23 CLEANOUt1 e 'r 'r ; }a 11! ,te,Miw +1 w ' our M)& l -DO is �ryy rQ!"i006i0.1 �-- a �•1bO4 � i- - ..... . e ?�--'_? � � t 1_.1 t742 0 � � i ! 14"� �!lrti....Nei". No ul 1 14• _ a l 411D PW*iOLE A-7 ! L 2 1 .011* OD Lim A ` { VON . .- `w ,- .. J 4Gr' E >N cP+E�,7t�.3+1 � � Cft#dlb�AM "Mc�aa.�acl.> PVWPM'' --! 24+5.0 O•�ow I i, 4" E a t �1 c 'r" .' t+,... ulr it IN MAM"I 1 '1-- F.F.- 24 .5 E Al WYEL I I e ��i ' -236 ;f S.LOAM wwMoor- no . e . �Rx, uh+c;I? o E __ ► e r- - F.1�.- 240.0 I (n ! I ! h' rii�y�a-r e�. �u 9� �. � 1 �•r Lsl"3T e ? � I / --11101moofto,,.--Nub OWN um ( 1.1 1 I N 01---S t"W- - -- = _-- �. ..=_3h"1U -^ 9 '• E 9/ a" e 4'* ell TO tom.' im'LJ►S= KAT AT -- ` r -----r-+ �._,� - 'r` ,-_�` _ ��,� ♦ I ! 4' E�33,�o POW AO'"Cft 8�3L13 - - � � r, a � ' \ •, - �. _.�,�, . � ♦♦ �- _ -- ._..___ (erg DE•rAd. &*ET 6) � I �7+ i , • ` -�"-- �j\ - 'j. --r - ♦♦ h 150 a 11Zt GONSFaraL 9TRJ"M E-3 �, ' + A 2*11-01 !ID L*e E S.W. -12ND AVE. �- 'T• �D c 1� ,�h y_ 7r./ I 1i 1E iN er-uzwo (OA%O OFwim GAF') eD MAANI•IOL E E•-1 IATA Os*= AD LM B -W Lr ixl IV E 114 (kkZtLD0 'In Z IN fteAM2.0 WIN - ... �r- STA 04 .04 150 LA'! A �;'- _ �� �•-�.,�... ift _61t� —+�= �m ..= � -- - - - — L o 4" Er CIUMh2MAO (I" 0"IM OD MANHOLE E-7 � � � — i t '' � -- l A~ STA 1416W 9D 04e -- -- S.W. w12ND AVE. L IV E IN ovl%a .o0 lwewvE E)dM4 i fr' 6TCM I DRAIN l•E `��E11 �R8`fJ � 17 IL IN (E�19.00 � � AND (.OML9GT 10 EDtETf Ib GATCN elAatN IJ' IF OUT (5)408W �6 !1J - Cj Lu CONTRACTaR TO POTHOLE ALONG PROPOSEDu; 'N-2.20'11 J��l1 0,+4¢t --J IE OUT-22011 F'htlly r y6, '2NU AVENUE. 2320 °.NORM DRAIN AL16NMENT 1-0 VERY--Y NO EX15TING F� �n SIT 94.p024 Y 10 OF ,8 UTILIT"f CONFLICTS EXI5T PRIOR TO CONSTRUCTION � D -- _----- JUN 15 199•' 5 ,F JOB NO - ...` .` wesllrs►,l t:";+suhertt!'. tr•- ��Q.`..jZ_-___-._. EXPIRATR V,�QG DATE _ .. ..I U 1- 0 � 1934 ICI- 11 I i { i { ! t I A { l 11 611111 � I I 1 { FZIIFI2- 1.1.A85 4MADEZ, IN CHINA IN y I 7 i 1 A CLAW qCo M-L U-AW V F + I 2N CIWG1NAl CARAM AT IpF-N1E .OF F'IP DESIGN G*ADE AT C04TERUNE Of PIPE 2W fi Ir so 0 wry 0 � I CGROU r FILLED TO I > _ c9 2�t5 t 40 w �• Z245 TOP O� PIPE I , A 4.6390 317�LINE "D" , TH � 4 i_- _ C.ENTIR OF �"IANNOL E Tc" 25 1200 `w i r wL@ 18" t OUT MD-200.00 4"m STORM PIPE - •. 2440 +' a�a 0 3TAi 4.25.21 3D fr w "D" •' ` ,fin . ._ _. __-___ eD sc-3 __._..- 240 IDS L■11!!.21 i 253.30 --__-____•-_ FLOW TO • 6" �IN (E)■244.i0 I �» �• � " � QFLOW0b 5m ` W.Q. 3WALE18OU7 f W)•Z .BO XNG 23.5XIW3 I d� t : 235 3TA 1+23.21 3D LINE "r ; SAWCUT END OF CONCRETE ' ' I SP � 2 I PIPE TO CONFORM TO WEIR A •� �• 5TA 0+05.00 9D LITE -17 lowIE IN '1.09 i GROUT FIL-LED TO I TOP OF PIPE 1 • ••, ,, 2W 3D DITCH JNLET ID-i . 1P�" � out lJ1�,231b9 _.._ ----_-_-__ 230 .. 15 STORM PIPE _ FOR WATER QU.4�ITY " JE IN � � PLAN YI�UJ cs3 ts) � ( } ?' IE OU�n l9 23401 ; i ! f � 3WALE HYPA53 nn// w LU 225 - 225 i ► I I w �UBLIICI5TOR � DRAI LINED z •• Q _ _ _ Imo_ ? _._. 3+00 ' _ ' 4 ff � � i � •- WEIR ELEVATION i I I TOP OF WATER ! { 1 1 QUALITY PIPE I 1 "c.' e�ac. w1. FLOW © u- d) rN I ' "dn ;. , 240 240 ; , I ' I Y FLOW TO , ! ! I W 5WALE } - 15"0 STORM PIPE • 1 I WATER + � ( I ► .. ..;. < , 2 35 ORW* l ffMW* 235 GRADE At � _ - ' ' OF PIPE ; _ __- --- --- -- 4"(0 STORM PIPE CsROU? f 11"0 4"� 'ERF Pmt L■21.86' °54.00% ' ° AM"S ira' �'' IE=73150 ave n >M,w•. � SECTION A - A �M� -- --- 4''m L=1272 230 — - --- -- , r�lGALE: 1" . 40' 1-101 tIZON7AL NT5 g,A 3TA 2+11.01 3D LINE "E"' ` t _t �!�',1' 3D C�UtL.ET CONTROL. 3TRUGTU1QE 11E-3 I 1``' = 5' VER111 CA- . \ f\I Till . 23b.80 V I r Z2�J - ; 4" IE ITS CEh231.50 225 --- 12" IE EkJT230f�o 220 15"(0 STORM PIPE •"i'' � '+'• - _.__ ___- WATER QUALITY POND BOTTOM - 3TA O�?.21 ST7 L-� '�-__-__- - STA Iii�a30 3D 5D MH 1E-1 3D ME-2 .SO ( Rlt'1■ 23430 i y 15" IE 11'1 :W■22:t50 Ib" IE IN �1P�29.O0 � � FLS WEA - 2.8 ORFICi�' � 15" IE ITS C1�- ?.2.25 15'' IE. IN (E)■229�Op _ _ _ - W�,tERALITY 11210 3TA 0400.00 5D L_INE "E' ` Ir ' A \ � GRAIN ROCK EXIbT. C:5 TCG■ 224.91v. leo 11E II` iNE)-220.11 �" CsROUT 12" JE OUT tW -220.11 — 4" A.D.5. PERFORATED i { PIPE SECT ION � `rE3 0.5' NT3 _ PUBL�C 5TOPM DR` IN LIj- MIRA"1 14ON FILTER ��-__ — FABRIC w r ►�G�f Q I--0.5'-- i ham-0.5,_� ���►N E�4�,o' wr Iy.Ci15 -- -- ° r•r INLET CONTRO_.`�T_�1�U ' ' WATER C�U,4L,I,_ POND 5UE3DR�AIN I PRIN rFO r' Q01Y 2 ♦ . 19 t r 72 _ �0�, ,��. SIT I 94-W24 UE• 12320 a��l .l a ���-t 6 11 1� �� X24 113 EXPTR-ATION GATE 51102 .,,_w•rM+rn ,,4pVtMl�,trr'dkr+ ,JUL 0 S 1954 ICM""FILMED I � III � I IIl11 II111 I Illllllllllll 1111 ! 111 ' 11 , 1111 11111 111111 , 1 1111 , 1 Illlllli 1 MTAirx— GHAN 41MADE IN CHINA IN 1 1 1 11 I .....,r. _........ ..._... 1111�7-1111 1111111111T S.U.J. 10TH AVE J .. ._ . 13-- - � - � .--_-............,..-- PF' .JF'l°SFCi piT J11?J"1 LlNk -- - - - ---- -•.. ...... - ,. _.w._ - yr _ ®-. .! . - r \ __. , F'FdC7Pr�Et� 9A�tI1 AFS! LD* I -- �" ■ • /�' FINM SIM �. ,I a��," w — .-•. - — — _ .� ... — _» F'ROPOOE.D UJATM-Ik$ 5C-ALE:..--......� w w•Tw w w ....!,.�.w w ..r •�r _. .--• .►...� ,�f ti w d.ir w w.rw.•w w wwr w w ..,.,_.—..__ ,� ; ..JLE' I" - 40, . w o� .l I I ,@ Lr ".00W L+1l�dR' PRS[: 'O�EL� 'C...TC 4 BANN i/ I f' (" PRrJF"C�'sED I~1A►t�l arXE i I � F.Fw ��•i6 � , #oslli •�' J � . . ��: PROPO`SE.T� FIRE ••4 TC7F'ANT � a I F•p,r ALL SEWER CONNECTIONS TO 5E E- F.F.= - ,, F•f�.- t sTo ExI�TTN F.F.- TEM UNL -ft OTNCFWW NOTED r, Rrt LINE li1 '260.0 25 .1 EXtsTING 9A��tITAFl r LINT z x _ 1 259.5 ,I,�' 11 25$.O I 251.5 LEXISTINLATER LINE u i - [ EXI5TING r.;ATCH BANN r----- 1 • , I _ °!3 LINE B j EX15TING MANHOLE • • . • 1 ../ ..S / w / � • ._r N am ww 1 KTC " 7Li EXI5TING FIRE NrDRANT 1 -----...... .... ... �' ibsr.... f tu/ Tvv;doT IN, _ W46 wv T y �- I N, mAm4oLf 0-2 134SA2 86 um e ITRENCHTi 1 - j I I,_ , -.�-._._. � I ,y E�AGF FILL A5 Q -----; F•F t ! N (NNi!'L21 ___ _ :SF'EGIa=IES U1 1 �` �` _ F.F. •-- .; it a IN 4Lbl=6611 er a our rtu 4s"l h .� i i MIN. DITCH n 1------; j ► .0 ~ I I I DOMESTIC WIDTH - 1 1/2 X Lt-- WATER LINE MAX. DIA- _ iia• o' Z z FIRE WATER I _ LINE To ,• J T I y - - - - AA544T 60 Ul -I— F.F. I . - ,,. J I F.F.- COME3INED WATER 254.0 - - I _ _ it rpue X &OVARY I + TRENCH pET>r`,IL_ Ff. ' 3 } }- {--- .F. 7.4 . = • 1 ' ' ' � .... OL � 14 'lr FM HYDRANT ASSY .ra*uaTei,Qae coa Ivv dS f.F.= 242.� ! Q _ , ► ( ui ul - �1P� —� t y i �' lore ow•�rles,ewe f►!err PF ! 1 L•34.37 --_-+ ! + cla"NLTA CM w- F.,Fx - I gcrr x�ae 1w Aen ..�.lu:wlte raeraw r 246.0 10 WYE f.F.= 24 .5 I ` 1 \ or an i � 1 INSTALL `J - � I I j 1 fid+ A.,1 7 --i ASSEMBLY IDC..U, PI®t T.di v.YI,D i , -- STANDA1lC& NW 11 Al t1?LJTY YAULT-46164" IW_ a ANOUT }— �,�U �� " 1 -- - F,1`.= " 240.0 I d) 6• X r►�I cocr oaRAa� ro la"I!lVATE EZx '/ rr 1:1 VERT 1 M* 2419 bT� A1I1A111<M . . � `� i if 73ed35 ¢ 6' �. (._ 1 �" y,,. •- - � I, .-.a� § s,.�J... - - �,_ _ .*���� ( \� .__ _ �' t-'�' � -__ _ I c, 1 � I gyp. `may v� iM *6Or- 'Ay �.J ► I- 4' Pi1E}Q NOTING sE�Tic.> TNT TO r7 i , r AWNDONW SW &4WT 2 OF I� � � I ^f z � r !,'�/ ` STA �ci� 15 , f — r q `'i ` + - "I—r - It i E)MTM 36 MANHOLE A-1 9 �,�`�✓ \ , — _ _ L r!r o r M4 1 y Air SS MA�UIt A-2 STA OKJom SS l M A I Oft d' awl►YRtt- ` ' - �- . �! our , 4 OTA 4.430 SS LINE A FWI$Q" — J pam4m EXALT, i Z W g.uJ. -12ND AVE. ,_. wE >N cw�ma.o� r >E a twaLU)o Ir JE our (&U22OA0 54 LINEA EXIST er E OUT caaari3o c�r�YJ Qb� �-j / /.] \2 • r' i SES SHT '1 FOR PROFILE r. TAPPQ+G 70 wv 6P w►Tg vALvE L F440VVE FUTURE STM ,�L - � 6 YE r-TAP � AND PLUG. LP6 334 '` Y =\ -4 LL- ,► -j 1 -._ - ' - ..--•./"'.: _ _ - - - 11 gtS .�` - --_.`_----__ ��'- _ \ `` �"`� - -- 1=��r. ...-� - — �-c_�-wr��- --_�,.=�- :�"Wa:.- _ _�-- �•rr• ,..r= `T� t2"99_ _�.,� _ __ ==__ ._. __ __ ._. '�' / H„W—�' __ .... ._ _ � ___-9r-^J SS F' *444 E A-3 0 STA 04040 S bbOs N UE A _ J.W "1ND AAE. 411 - — 1 M� S' E a JT lSJ�+2 IO I + 1".. 1 1 I CONTRACTOR TO POTHOLE ALONG PROP05ED °SEWER ALIGNMENT TO VERIFY NO EXISTING UTILITY t!A c 72ND AVENUE. 12320 CONFLICT5 EX15T PRIOR CON5TRUCTION � J SIToF 94 oa24 � �_ _�_ _ _ .2 OF 16 D(P RATION C:ATE 51102 „ ,.... .,.,,... . ,..:^,,•r, .....-:.:a er kii'T;i!+ed•na7ar• ^:r•errr.'�ta,, ,.. 4 1CRIORLMED ,J. IIIIIII VIII I VIII I Ilill � l VIII I � III VIII I I � III I hill I Ilillll I VIII ( � l + lll 1 F1aaW.R- GLA85 4MADEIN CHINA IN 1 11 1 fi 4+ I 1 CLA55 "G" �KFIU BACK F GLA88 "C" ®AGKFILL 240 240 1 . • i- e°o 5TUB I j 0.0 230 1 ; ORI&N.,4L GRA: iii' CENT"-- 0� —_. - _ .....___ �-- m ,STA g "Ac+► -_ - �" 230 5TA iD+00.00 94N LINE "B" { { 5AN'MH $A-418-1! f 1 RIM-j 23910 1 C'" IN (CJ -233 225 __..—__ _----__-----•- I _ -� x 8" OUT (5232 Z r - 181 3o i xws 01 220220 r 5AN UNE ` 5, _ XI � •� I 8,,� j,:443.2 RIM= 234.1 I I I I j�� I 8" IE IN 22630 I I 215 ; all IE OUT )*226.10 215 - - _ I STA 4443 g�- - -w�---.._.. - ' SAN MH -2 I � � �- II r I i RIM- I 9" IF IN 210 1 I I I 8 IE OUT; (5)-220.80 I i {s?A O+oca.00 SAW _. _ _.__._______ --__-_. � _ _ 210 E>cISTING 3AN MH to-i ----______._ ...^._ ___.._._...__- _---.__..._-..__ � r -.�---_,_______ -� 8 IE IN lNh213.00 I i � - 205 6" IE IN I1 A212.50 (VMRIFY) , IE c�a1 ;(-W-212.30 (r Yz___ _ -MTAIRY ..� E ,A - -_ __.__._ _ ._ ____.____�__ _ -__---- _ +.. Z� -4 5+01 040 1+00 2 3+00 4♦ � r- j I � ! , d CLA55 T) BACKFIl�L '2� f I I 1260 25+5 f _ _ mmem _,�. - -- -- - � 55 AM'Me 250 - 5u RAI) ; j VA-E-r 245 ; I ► � i 245ir . r IL j 'Miff I 19 1 I 240 ,, - I ' ' #40 ---i--- -- _ - �- -- cs xm p }-- ---- -. ,-- r_.._. _ _._____ _ _—_ '5TA- 1'x:19 5AN 05-3 r ! r � � , ,� I 0 AwlRIM- 1253.40 1 1 6 IE IN (Nh246.1� "� L=348.92' g=I,OGI� r — — - 236' g 1 l Bp IE j IN (E)■246.2 (STUB) { (246.0 246.0 235 , _ __-_..___.. - - ----_------ --_._ _ _- -----_-------- _----__ ff 1 30 TA 3+48.92 'SAN LINE- 5TA 230 f 0+00.00 5AN LNE "B'y I 1 e " AN MN #B-2 5TA b+59.88 5AN LI "B ( I 5AN MN 1/A-4 IM= 245 80 r f RIM■ ?39. Nh" IF IN lNh� 31.21 I 1 I 22 + 6" IE IN 233.02 16" IF_ IN Cg k 31.21 �--- _.--__--.-.--._.._.. _ IE IN (E,?" 36.1 225 8" IE IN 233.02 ;-" " IE OUT CWi�23h.51 —... --___ _ _------__�_ __...-_ ._— 8" IE OUT (5)-232.82 , ; I I 220 i Ni , y 5EWEfR Ut E3 "o ALE: E 401 ^ TT--�O��yN� ww'' a F J 1rL-G% * �./' iLV1 RT I tam k'e 16.0 9 o { 1 1 • 5' VEFR11CIAL `• 1+00 2 3+00 ! 4+00 - - _A —_ 5+00 �,OWECiWV 72MG ti.'vENIIE, 12320 JUN 15 1'294 11 SIT 64 0024 o ----�� '-�--- � NC. OF 19 ExPIRATION IaATE 81�02 J U L- U 61994 1 ClnmnFILMED I111111 I1i11 11111 1111111 11111 IIIA 111111 t IIIA 111111 11 { 111 { ► 1111 { 1 1111111 , 1 FWJt— GL*m MADE IN CHINA IN 1 1 1 1 1 mss__. __ • 1�..._�.{ cl SW 12NO AVENUE DESIGN CRITERIA CURRENTLY y / } 1 / , , UNDFR. REVIEW 8Y CITY O� TIGRD PUIBLIC WORKS M `11_ �-} �� :. `` ) ` - r -/ (� ,l ) r a -.�.__ . + _ — ` �, ` ` ' ..�•♦ t ;' f �l ' DE9IGN CURVE 2 N `'�•.. c S.UJ. 17ND AVE. - - '`�•. I R = 500.00' � t ( T z i DE5ICIN GURVE ``r k ` � 1 = 22031'59N ��. ,y , _ I It<= 2%4�,'� IF- i)4 :1r= 24.2 T = 99k I' ter/' L,.. 't ' i y z L - 196.64 -�'------� -• � � -11 '�' -.- ��- =� � ..,-� ._.. — `''--c=�•.r�=.r r ��---.�elt�C: - ---- �►a.r�•.'f�"36, _� + y �-y7 -_1��-' _ 1� � �:••- �.`,`+�. ! � 1 --.�:yY1 a.k- - � — —�.��_ ._._..__,�.._^ .+�. '-�`�au�� — � -�.•..12 �f�"tl� ._ __ !-- — -- — — -'- — i��L 4 •—, RIC*4T•-OF-WAY CURVE I A - 2006'20N O 1 �" - I .°7' !-�`� "� % f = <o-- -- -- -Q, _ — __ -_3 f // 285.16' � � A .0 �.,C 1 "!_ _ __ _ --_��-�\' b -IT,^ - - _ -�_ T _ 60.89' ���,.� S.W. 12ND AVE. � � L - 119.91' � _ i � I '� z lu Q +- X RIGHT-OF-WAY CURVE 2 f ! � • A - 20*3158" � � I � !�- ul R = 286.00' ? lu j,A- U T = 51.80' to N , L = 102.49uiN L� OL 0 _- r---- - - - --- _ _ j___ --�--__ ___.___, I l u_ 245 _ 245 240 l ORIGINAL ,aT 1 r �T. of o CZN .__ _ _ -- ------_--__ ' _.._�•_�__.___._--.fit___._ -.--244 AT DIENGN CENTIERLINE OF E�(15TING E *E OF FAVE> ENTlow 1 i -,Of sNA_L W, L&.AT__I I- RT. Of L?E N GEhI _ - --- 235 .am Mw 1 S K � 230 # 230 ` 225 2.20 2201 I 1TV � I I 1 ! I x.13 I 215 210 20 i ...___. 11 11+ 0 + 1 16+00 , ` t13♦OCA i 15*00 `NUF_, 123 - -- _ _.__—.__—i'hl' 0� C) � y4-0021 20 �k 14 r)F JUN 15 9 ,T JOE3 W. EXPIRAT10N DATE 8a 1102 •J U L 0 81994 IC[nmnFILMED , III { III II111 II111 1111111 IIIIi 11111 11111 11111 ► 111111 111111 , 1 1111IIIIIIIIIIi 1 I MR_ 4MADE IN CHINA IN 1 1 1 P. I I ( 30'--0* MAX., I0'---Q" MIN. 1bw WmArK. Or m10 c4A~ (SEE TABLES) TriTj /--DRAINAGE BLOCKOUT EXISTING DRIVEWAY MAIIII P%I ZC4* IN 2 OF TS FACE Qf CUR8 3" I.D. PLASTIC STREET WID-M_. VARIES WIDTH VARIES MATPH Al tx" PIPE W/COUPLING (SEE TABLES) I/ ab STS", f T AREAS CXJ1 OF STREET AREAS 1" BATTER SA W CA.) VARIES TOP OF t'XISTINC SE�' 6' ROAD 1" 6 1" R 74 MATCH WIDTH A ExIeTiNa RESURFACING 4 12" 111 LINE -9 6OC- 0 0 0 a 0 0 MAX. EXPANSION V X 6" 0 0. 0 0 0 JOINTS W "k VIDEDPI111W eA6 0 C, 0 0 10 GA. MESH 0 0 0 C00RD. WLA 9NkWM L 0 a o, BASE 0 a 0 (COURSEib --C^A&00 ROCK Ck. 0 . 1410 CONTRACTION SIDEWALK 0 0 0 24" 1 JOINTS F_­4 0 B _ 0 0 * /// / CURB JOIN 4c CLASS 8 o BACKFILL CLASS A 13 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR 0 0 BACKFILL oof A --sJ )R8 APPROVAL FROM THE CITY ENGINEER. 11' PIPE X. MESH CONTRACTION 2* 0* 5'-0" MIN. 56-08 MIN. 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. s-01. 15'-Om MAX. 15'-On MAX. 3*-0'* NOTE: WADdws STRuCTUPW ae MTALLED Gt_'*0TR1X_-TW 0 0 0 0 a. Fl MAMVACn*RM 9F1I!CVrAn0H& 00 a w 0 0 0 0 3. EXPANSION JOINTS: 3/4' 0* 0 00 0 00 A A. TU BE PROVIDED- - USE EXISTING EXPANSION JOINT GRANULAR BACKP 0 0 0 1) AT EACH POINT OF TANGENCY OF THE CURB. OR SAWCUT AND PLACE COLD 1-1/2- EXPOSURE * 0 0 0 0 0 0 2) AT EACH COLD JOINT. JOINT, rle" EZETANWj 5TRUCTURE DETAIL 0 0 > 3) AT EACH SIDE OF INLET STRUCTURES. (r_Z'r5TONE WA" OR AjmpRoVfD EGLLAU 0 4) AT EACH END OF DRIVEWAYS. 5) AT LOCATiONS NECESSARY TO LIMIT SPACING TO 45 FEET. 10 GA, MESH C 1-112, ABOVE BASE 14 NTH A THICKNESS OF 1/2 INCH. B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 6- z • 4. CONTRACTION JOINTS: STREET 20, A. SPACING TO BE NOT MORE THAN 15 FEET. awl 10 8. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. PIPE BASE 2- OF COMPACTED 3/4--0- AGGREGATE 5. BASE ROCK 2"-0 OR 3/4"-0, 95X COMPACTION. BASE RCCK SHALL BE TO BA(.AFILL IN STREET AREAS SUBGRADE OF STREET STRUCIIJRE OR 4" IN DEPTH, WHICHEVER IS GREATER. NOTES IY- ........ .. .. . ........ .. .. . ........ .. .. . 1. CONCRETE SHALL BE COMMERCIAL MIX. tA Z 1 IF S/W IS AGAINST CURB, FILL 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: Qk ROCK TO BACK OF S/W. 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2- RADIUS A. I.D. PLASTIC PIPE WITH COUPLING. ALONG BACK OF CURB. 2. IF S/W IS NOT AGAINST CURB, B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB3. EXPANSION JOINTS SHALL BE 1 /2" PREMOLDED ASPHALT IMPREGNATED 3" CLA-55 "C" A5PHALT FILL. ROCK 2' BACK FROM CURB. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. MATERIAL OR EQUAL, EX-rENDINb FROM SUBGRADE TO FINISH GRADE. 61" 51IJeC7RA0E POCK 011 "-O") PIPE BEDDING AND 41 < BACKFILL DETAILS CURB AND GUTTER COMMERCIAL DRIVEWAY FIRE LAbL GR= 5F.0192bi (51W 12ND AVENUE) L Lu Lu Z FaJW-)FF WATER GRAVEL 08" MIN. DEPTH) FILTER FABRIC MATERIAL WITH 5MR-ENT 18" t-UhL 36" WIDE ROL'..5. U!5E 5TAPLE5 OR VIRE RINGS 7 TO ATTACH F,0RIC WIRE. TW)ST K= TO TUALATIN VALLEY VAI To LMAL rLup"Illm m-u It ITAPSARft 2" 13Y 2" BY 14 CiAL11GE WIRE RETAINER GLA"-. OLS"UCT _I? Ti mm ICT STAN� &*,LWDIII 5EDIMENT WIRE ME5+4 WITH FILTER FABRIC OR EQUIVALENT. --LDV I— t- til- FABRIC ON TOP SPOOL FLC%x ►Fr_-� ---- -- ----- FLO#W COLO"-In AgArIM FILTERED WATER —_— FLOW W" A&Tm w I Ila at-T OF AM W_ cw no COMR - I nRr 'm K lormum io MY _T GFUkVEL WIRE MESH INLET BARRIER 2'-0* 93.00' t�� i i I MATERIALS DESCRIPTION ITEM aw n13 I 14 1 1 4" COMPOUND HERSEY I Mal LADDERCLOUT TD p I AC 2 1 GATE VALVE FLG. rI - I 3 21 6 MAX. FLOW 10 10 1 2" GATE VALVF BRASS IPT a" W"mm L"m­'*' 4 1 Ic 0.1. SPOOL FLG.x P.E. 51 LONG --------- 5 1 41 0.1. SPOOL FLG.x P.E. 10' LONG a 7 1 8 4" FLANGE COUPLING ADAPTOR PLAN 2" BY 4" WOOD POl r4 7 7 2 4 f SERVICE SADDLE r v PO 5 To cm an STANDARD OR BETTER OR 75,00' 8 2 rx t NIPPL!: DR. 1.109-1-s I moo EQUAL ALTERNATE: 5TEEL 9 1 If RETAVI GUI T FENCE P05T5. 10 2 r ELL BRASS II 0 12 1 11 1 r COPPER TUBE RIGID :r NPPLE BRASS Ilk 13 1 r 0OUPUNQ COMPRCMION 0,(2- . .... _c6) NOTE: BURY BO'7TOM OF FILTER, 14 1 UTIUTY VAULT 075-WA-730 WITH OPENING• a COPOIC3 a4 -0. VALVIC 40 W., MATERIAL IN 8" 13Y 12" I I FOR SILCO DOOR JD-3AL AND OSHA II TRENCH. APPROVED LADDER SEE NOTE No. I I PLAN 2 c i i i i II-DOLM chm VALVE / r _ 15 1 OPTIO;,W- SUMP PUMP 'GRUNDFOS' MODEL -THE ROSS 200r 1/3 MP STAINLESS RADIUS = 25' MIN. i CF o. _F­__� 2" BY 2" BY 14 6AI(a"E GROUND UNE DISCHARGE TO CURB OR SITEL SUMP PUMP WITH FLOAT SWITCH I ANO Q� 1 4- STORM DRAIN 1-11,C DISCHARGIE (MISC. PIPING FOR CowntAcTm M w— 11 0��4 WIRE FABRIC OR EQUIV. CLEAN PIT RUN OR IE SALLAST I VA M -I Ir Wk 10� tp DISCHARGE WITH INUME CHECK VALVE =Q& m CL 4, PrE 2"-r-IINU5 CiRAvEL 3x COMPRESSION STAND *STANODW nm !NA30RADE REINFORCEMENT 8' MIN. • 3'--0' to 3'--6' DRAW TO sxr%..� im CIFOTEXTILE, A5 REQUIRED DEPTH 21-01, NOTE MTA.L am ftw 65.00' ELEVATION r4_ 054=516v 1. SEAL ALL OPENINGS IN VAULT FILTER FABRIC WITH NON SHRINK GROUT. FIRE LINE DOUBLE CHECK il�ETECTOR MATERIAL "mow 20' MIN. FOR 5INGLE !_41`11IL T- r UTr.-ITY VAULT DR sEQUAL AND DUPLEX RE5IDEENTIAL 12" T s T I F.D.C. 311-co D" all MIN. RE- VTT�H F.D.C. VITHOU OR NEQUAL "I 4 676-VA 577-VA J-5AL I N.0 Ilk u INSTALL CONCRETE RAU-AST 3 CU. YD. 687-VA <- J-5& 64 Ir 3/4-0 COMPACTED MIN. AROUND BASE OF VAULT IN AREAS 6 676-WA 16,015 ROCK LEVELING COURSE WHERE FLOODING OR HIGH GROUNDWATER 5106-LA 687-VA JD-3AL EXIST. 10 —K-LA 5106-LA I 5106-LA le DRAIN TO DAYLIGHT OR a ul rl 1 ri 4*105FAI z INSTALL SUMP PUMP ELEVATION c& 4, %4ffT GRAVEL CON5TRUCTION ENTRANCE #,*. SEDIMENT FENCE 4" COMPOUND METER DOUBLE CHECK DETECTOR A55EMLY 72ND I'VENUE '12320 Qx SIT 94-0024 ifi 15. OF leMlrsYt�♦ JI06 NO. EXPIRA71ON DA 1- 02 JUL 0 81994 ( ( ( ILII VIII I VIII I Ililll ! VIII I CROFILMED II 11111 11111 111111 nm- GLAIIIS 4MADE IN CHINA IN wrr" AAM C-4v �. _ / '/ ` \ I �Aa"E ��t � OF f1�{t! tYF'E c� �W.L % % �''""`�- AT LIA6T tr IN UDIW "'�.. T14 TyP O F ANN F'" � _�\ •-'"� � HTAKAOND CAST ~N OF 24, OR L266 / O o PRAM t COVER 777�\ FM W GRAM - - WATERTIGHT F"ltF'E F"LlbCs o � , I ------- ! o� o S 0 0 J I w. T MM A A -.If I \__✓j \ ° ' ° ,U A 0 ` _ - G1 TCS•► E ,� --- •9-'n' 5TAHLiAFC0 MANWCA-E _-•-- NOTE": �n *ti4N LJ* -.._ - f_ __ a'~�__ - ---'" r'"L �• csR+AC. ramal CLEANCUT IN5 r a- FOR ALL_Ar10N•3 ARE � FWDvMV � LIMIrED ro ,EA5Eh1ENr AREAS a•�. o G* h� AROUNDB �••� • R OR MAYBE ALLOWED ON A � ' U Q'0 a � CLEANOUT NOTE6 C:.�T IRON _l__vLcRR 4ANITAE�'',' STORM TEP FORARY B.45I,5 IN - PLAN I. C NCWM %4AL4- ATTA&4 A mlP~ a RIc xNT-OF-tUA l'S. �: _ ICoOPIMIRFAM"N 26 DAYS. err` Tu oP )000pai y PNnJ -- MATO F4 Ftds"M GRAoE or. `1TREET 0 q� Q ,4) P1 Q2'1 1T' FROII4a M FROM F9T T>~f t � 24- 'U r1 . 4 _.... _ .__... _. -- • • q TO TOP OF C-AST'1NG �_- --- _ Q _ 30• E<_,C<NTRIC MANW" TOP -� - - -4 $ T ST 48" 1. 71.E . , �.U _ _` FOR FIVE PREFOR1"�� PLASTIC OA-8ICET _-- _ - � --__ •. � ,.. '4.•0 0 27 �xf' - 0.00 MAX F lAi( 1 ]4•� L�° �� ----� I - ---•r--- � o . d . ., �. • • �. 'q�, > F ()d -- IT om �Al " ' t l O- O C3aJdi$D Rti7K.lC �!• �' �' • Y O Q Ir -.,� -ll1DI'1T�pE1? EARTH T IJ I - C.C7NC Plat , r Q 3• .T, � por0,' � • •^.�� • ,. .•. -'o b � 6" 23* 24-x_ G �•S•-OcV WYE — �'�• -- t • - l__ _ _ 3I•WT IN FW811-4 ►_� P457E Dow:11 O O O NOTA: • 4 • Q Q °O n o a t� a C%v.!OUT r'1.�i@'♦<A'1 7U' O a o , ° •° O� 0 0 L LIM ° MMAN TYPE ONLY IN NON-TRAMC AREAS. SECTION A-A ELEVATION � DIS 0 ° 2. CCNF�t rt FRAME 514ALl LSE GRAY CAST IRON ASTM A-48 CLASS 30. 12' LAYER GOMPAGTlID 1 CC%R AND FRAM TO E MAC NED TO A TRIS E*ARING ALL AROUND. 3TANIaARi_� C:I Ft1Nn11T SAW MATERIAL (I'O) 4. NOTCH LID FOR L1F7b4cx W_OK. USA L- UG. NO. 150 AREA DRAIN (TYPE Ill USA DI J G. NO. 420 Z 3TANDAj;ZD QJ.E °SUBURBAN AND �I 0 USA DWG. NO.010 :STANDARD MANAOLE �-- FRAME � t✓OY:EEi_ �� Lu 111 USA DWG. NO. 1:20 <f LL (HORIZONTAL> — VaLUM£ OF T•1• F?.U9T BLOCK 13EARING AREA OF THRUST BLOCKS IN 5- FT. IN CU YDS. (1/E T1CAU f CBL) 19Q0 � 11'1°. WYE E STRAODLE F%II90'GM)CI�OM 4d° 22 I/2 111/4 am -I w ° 1E �t DLACK TEE PLUO(9E'.D ov#D Boo 500 45M ZL50 II.X�° 4 LI OA 02 f 4 L9 i• -_ L6 IA LI - • 11 ID 0 4 ` I ` �jT/p b 1d 11 40 a Ll • 4.0 ID 4• l /�� • AD •A ll Alb ?O Lo 10 &0 13 0! f ► 3• ! 1 CaF'ADI 10 1• 102 ILI �O !U LIP — _ 0 tfi8 3,2 U �" G N3 14.1 _ Ii L� hl Ort u i�E7E 4tIAmm AM IK w k ILD 43 IA Nva i4ao! � �A 1• gal 2W fid: IbA is ]1• �`- VALVE PA)X TO EIE _ li 14• !!b a.'J IDI{$T rflM TK g° A.C. F3dC.4�7ED IF 20 ,1.1 40V 44.4 tits n3 s,aIN 6" GATE VALVE voT IN PAVED AICA 74 4w !eye •40 w 111 sit 28"x26" G.I. GRATE � FLGx M.J. - CAST lRON VALVE W1 BICYCLE BARS i "PORTLAND" STYLE a PVC amum PIPE• Cl- OUTLET I ASTM D30;-4, SDR 3S VALaSS BASED ON ZOO P''4 WATER P�LNRE _ -- PROVIDE 4"V - I`1.Jx FLG. TEE "4AND 2000 F'SF 501E BEARING CAPACITY. FCl X Cl ERNGO 1056ORC.O. AT TRAP I ® . APPROVED EQUAL VALVE BOX C.I. 450 BENC) It'1 � 1801 COMPLETE _ 3• BEI-1II+tD •. _. L G.I. DISCHARGE –� OR 5M)EWA.LK PIPE (TYP_) I I� 1 OR APPROVED- / I 1 CROS5 STRADDLE BLOCK BE W EQUAL jot DRAIN ROCK POCKET THRUST WATER C. f I DEFLECTOR 4 U. FT. MIN. BLOCK - 6" HOLDING SPOOL_ M.J. ''•< '' AD3 N-12 X G I Cl BAND CLAMP24" SGL IO CsA. c'_)!:c S� DETAIL NOTCH 1/16• DEEP INDICATM GCAJPLING FERNC O ;'�•ill `� 1903 DVWCT1oN OF MAIN CRO55 T1`E WYE VP-RTIC-AL BEND 1 1010 OR APPROVED C.I. 450 BEND r PLATE INTERIOR ERJOR GOA,Tm) - -�� NOTLI EQUAL`� -- — LE. Al; SHOUJN EXT W/ ASPHALT PAINT 1414 I _ �TurG Foo' Ott ON PLANS -•� I. VALVE BOXES SHAD. BE CFNT�..C> srzE x� • 71 dTl ,�,q DVMCTLY OVER T14E VALVE NUT 1141 A NOTES: V RTICAL PO8rTlON. a'.Mo lift M 30' � 1) CONCRETE BLOCKIT43 TO BE I4'- W is »► CATCH BA.9IN DETAIL G' C.oNci:ZFTE \ �� 2. VALVE BOX TOP SHALL BE ADJU51ED To ACsAIN15T UNDISTUF4*V E.ARTI•t PIER MOCK MF*ET "rMISi•ED GRADE, 2) ALL CONCRETE TO BE C1TAW .i40o. AISTALL 150LATION MA7ERLAL e*TUJEEN FIRE. HYDRANT SMM • I PIPE M eAND/ � DP_FORE Prx�- d 4) t 0 0110'14 g j Imo' CONC.,>RETE5"1BEKEPT CLEAR CSF v ALL JO'INT'S AND A�S6OPMO a � * C "PORTLAND" W SEE- TYPICAL_ HYDRANT SET lNG DETAILS 16.U1� r`NLRU3T BLOCKING FOR MOCKING L C"TIONS. w - VALVE BOX APWA MG. 401 EU STANDARD VALVE 130X DETAIL 1414 D IN A►t 72ND AVENUE, T;�32o SIT s4-0024 (MAARTERIAL 5TR'f�T�'5) J�IU 15 I���1 1 18 OF 18 L"IF — EWIRAT)ON DATE — 81102 a J U L U S 1994 IC"anwFILMED ( , 111 , 1 VIII I VIII I IIIIIII VIII VIII I VIII I VIII I IIIIII IIIIIII VIII IIIIIII ' '1 FU" t' 4MADE IN CHINA IN 16 ll 11