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Plans (14) SIT201 1 - 00001 f RED ROCK CENTER. z ns " te eo:h rnase1t A RED ROCK CENTER RECEIVE. JUN 2 20111 0 CITY OF TIGARD r`� BUILDING DIVISION F� SW 72nd at SUV Dartmouth St, Tigard, Oregon PROJECT TEAM SCOPE DESCRIPTION LOCATION PLAN -- TIGARD OR DRAWING INDEX i M.324 ND ON'� OWNER: Doug Fry These documents and specifications are for 67,515 square feet of site improvements that will Scale: NTS ARCHITECTURAL DRAWINGS .o ON 908 Deborah Rd include the construction of a Business Occupancy, Type VB office building for the Red Rock A1.0 COVERSHEET Newburg, Oregon 97312 Center in Tigard, Oregon. Building shell documents and offsite sitework documents in separate A1.1 ABBREVIATIONS / SYMBOLS /MOUNTING HEIGHTS NTIN HEI �63 Tel: 503.348.2237 bid packs. 99W SITE � OF QO ARCHITECT: Anderson Dabrowski Architects, LLC These documents contain work for the Architectural, Structural, Electrical, Civil, Landscaping and A2.1 PHASE IIA SITE PLAN 1430 SE 3rd Avenue, Suite 200 requirements for the site improvements and construction of the facility. Mechanical, Fire "ft A2.3 SITE DETAILS Portland, OR 97214 Protection and Alarm will be Design-Build submitted separately. A2.4 SITE DETAILS Tel: 503.239.7377 Fax: 503.239.7327 SW BAYLOR ST Contact: Jon Anderson, AIA, Principal Design-build electrical, mechanical, plumbing and fire protection documents are to be reviewed by CIVIL DRAWINGS Contact: Margaret Wilson, Project Manager Anderson Dabrowski Architects and Contruction Manager prior to permitting. ELECTRICAL All permits should be secured prior to the commencement of construction. SW CLINTON ST G1 COVERSHEET ON SITE ENGINEER: System Design Consultants C1.0 EXISITNG CONDITIONS ON SITE C2.0 CIVIL SITE PLAN ON SITE 1515 SE Water Avenue, Suite 400 Portland, Oregon 97214 sW 1 l Tel: 503.248.0227 Fax: 503.248.0240 QAA u Sr C3.1 EXISTING CONDITIONS AND PHASING PLAN ON-SITE Contact: Steve Watkins C3.2 PRE-EROSION CONDITION ON-SITE ~2~ - C3.3 GRADING AND EROSION CONTROL ON-SITE A N D E R S Q ICU CIVIL ENGINEER: PACE Engineers C3.4 EROSION CONTROL DETAILS ON-SITE D A B R O W S K I 5000 Meadows Road, Suite 345 ,,,4 ___ C3.5 EROSION CONTROL DETAILS ON-SITE Lake Oswego, OR 97035 SW ELMHURST T ARCH I TE C T S Tel: 503.597.3222 Fax: 503.597.7655 S C4.1 GRADING PLAN AND SPOT ELEVATIONS ON SITE L L G Contact: Brian Lee C5.0 UTILITY PLAN ON SITE 217 I C6.0 DETAILS ON SITE LANDSCAPE l > > > C6.1 DETAILS ON SITE ARCHITECT: MacDonald Environmental Planning, PC E ( � C6.2 DETAILS ON SITE 1022 SW Salmon Street, Suite 470 1 a ■ Portland, OR 97205 won � .. � a co SITE ELECTRICAL Tel: 503.224.1225 Fax: 503.295.690 Contact: Laurel MacDonald Bonnell E1.0 SITE PLAN OPTION 'D' PROJECT DATA _ SITE PLAN , -- 72ND AVE AT DARTMOUTH LANDSCAPE DRAWINGS 1430 Portland°este 200 CONSTRUCTION Portland, OR 97214 MANAGER: Brian Keicher Scale: NTST: (503) 239-7377 LD1.0 TREE MITIGATION PLAN PHASE IIA 1001 SE Water Ave#121 JURISDICTION: City of Tigard F: 503 LD .0 I RI ATI N LAN PH SE II ( ) 239-7327 Portland, Oregon 97214 Permit Center Building Tel: 503.740.4940 Fax: 503.595.0145 13125 SW Hall Blvd LQ3.0 TREE PLAN PHASE IIA Tigard, OR 97223 LD3.1 LANDSCAPE PLAN PHASE 11A Tel: 503.718.2439 j�' •; -• '`� L AILS PROJECT ....... ..... .. « ADDRESS: Red Rock Center ••�. � ' . . •=:. :... ,......, , , • . .. .. ..... • www.ADarchitects.com SW 72nd Ave at SW Dartmouth Ave ::; :,:. :. . • ' . =•.... . ' Tigard, 0 R ......�„ :� •+b �.� : „�. .............. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND ... ,. ...... .. :.::: ........... ...... , ..,.....».. ...... .. ,�} •....,...,,.... .. ....., ....... ,. PLANS SET FORTH ON THESE SHEETS ARE OV VNED BY �, :�••• `,,• :•,• ;» AND ARE THE PROPERTY OF ANDERSON DABROWSKI SQUARE ,......... .. , . . ..........» . . .. , , ,. i-. ARCHITECTS,LLC ANY USE,REUSE,OR DISCLOSURE OF ••••• •••••, • •••,«,••••+•,••• •+»• SAIDPLANs REPRODUCTIONS IDEAS DESIGNS ANDVOR FOOTAGE: SITE: 67,515 S.F. ........... •• ,,•••••••••• • ......•• ......• ......• ......•• •••••• ............. ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION ..... .......» ....... ..... OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PAD A: 11,115 S.F. , ._ + ••••• ........ :,• ••••••••:,,,,.. PROHIBITED BYLAW. « ..,.,...,.»..a, OCCUPANCY: B „' .. . ..... ,. - ..... .... . .. ... . . .. RED ROCK CENTER .............. .... , ......•...• • PHASE IIA ONSITE BID PACK .u. • :• ....... CONSTRUCTION •""""" ':`: :' '�:.•• SW 72ND AVE AT SW DARTMOUTH ST •,•..,».»,.• Y TYPE: VB "..... . TIGARD,OR STORIES: 1 . • CONSTRUCTION DOCUMENTS Revisions: 04.07.11 PHASE IIC PHASE IIB PHASE IIA OFFSITE PAD A SHELL ONSITE DEFERRED SUBMITTALS SCOPE OF WORK SCOPE OF WORK SCOPE OF WORK t (SEE PHASE IIC (SEE PHASE IIB (THIS 810 PACK) � $ t OFFSITE PAD A SHELL BID Fire Protection Drawings SITEWORK BID PACK) I I t i To be submitted separately by the design-build subcontractor Date: 01.25.11 PACK) Scale: AS NOTED - Anderson Dabrowski Architects, LLC, is not responsible for ensuring the accuracy of the square APPLICABLE CODES 06.05.09 Project No.: AD 05183.01 footages listed on these contract documents. For legal or leasing purposes, final square footages File Name: 05183 A1.0 should be verified by others. This project must meet all current, applicable and accepted versions of Drag By: MJW t KVR the IBC, ADA, UFC, NFPA, OARS, etc. All work to meet current federal, state, county, city and ADA codes and regulations. • �> Checked By: JMA 2010 Oregon Structural Specialty Code Jurisdiction Approval: 2010 Oregon Fire Code 2010 Oregon Mechanical Specialty Code CITY OF TIGARD 2008 Oregon Electrical Specialty Code Approved...�t�..- ----- Conditionally Approved.........-----[ ] 2008 Oregon Plumbing Specialty Code See to Follow [ Attached........... Perm-t IdurLiJer: All Oregon Occupational Safety and Health Division Standards p A '�-• By: Daze: 2007 National Fire Protection Association 10 - Portable Fire Extinguishers 2007 National Fire Protection Association 13- Sprinkler SystemsOMCECOPY 2007 National Fire Protection Association 72- Fire Alarms 2002 National Fire Protection Association 99- Health Care Facilities 2006 National Fire Protection Association 101 - Life Safety Code Sheet Title: COVERSHEET . Sheet No.: A1 .0 1 .O ABBREVIATIONS SYMBOLS LEGEND NOTE: Not all abbreviations may be used. NOTE: Note all symbols may be used. ROOM NAME AC ACOUSTIC CEILING GYP GYPSUM QT QUARRY TILE Building section cut ROOM NAME Room name and number ACOUS ACOUSTIC QTR QUARTER I �-O ACT ACOUSTICAL TILE HB HOSE BIBB QTY QUANTITY AD AREA DRAIN HC HOSE CABINET/HANDICAP Wall section cut ADDENDUM HOLLOW CORE R RADIUS/RISER/RESLIENT North arrow ADDL ADDITIONAL HCW HOSE CABINET WOOD/HOT AND RAD RADIATOR/RADIUS zADD ADJ ADJUSTABLE/ADJACENT COLD WATER RB RUBBER BASE/RESILIENT BASE AFF ABOVE FINISH FLOOR HDBD HARDBOARD RCWY RACEWAY AGGR AGGREGATE HDR HEADER RD ROOF DRAIN/ROAD Work point(center point, ALUM ALUMINUM HDWD HARDWOOD RECEP RECPETACLE/RECEPTION Casework,section dimensioning taget, etc.) ALT ALTERNATEIALTERATION HDWR HARDWARE RECIRC RECIRCULATION aseworsecon caLevel line ANCH ANCHOR HGT(HT) HEIGHT RECT RECTANGULAR A8.0 ANOD ANODIZED(ANODIC COATING) HM HOLLOW METAL RECVD RECEIVED(ING) AP ACCESS PANEL HR HOUR REF REFERENCE $ --) Detail callout + 461.0' EXISTING POINT ELEVATION APPROX APPROXIMATELY HS HOOK STRIPIHIGH STRENGTH REFR REFRIGERATOR ARCH ARCHITECTURAL HSKG HOUSEKEEPING REG REGULATOR/REGLET/REGISTER NEW OR REQUIRED POINT ELEVATION ARF ABOVE REFERENCE FLOOR HTR HEATER REINF REINFORCE(D)(ING)(MENT) + ASPH ASPHALT(IC) HVAC HEATINGNENTILATION/AIR REM REMAINING A ASST ASSISTANT CONDITIONING REQ(D) REQUIRE(D) Elevation callout 0 AST ASTRAGAL HWY HIGHWAY RESIL RESILIENT4101% EXISTING CONTOURS ELEVATION AUTO AUTOMATIC HYD HYDRATE RET RETURN DNArI7 B NOTED ON HIGH SIDE ALX AUXILIARY REV RESERVE/REVISED/REVISION AV AUDIO VISUAL ID INSIDE DIAMETER(DIM) RFG ROOFING C NEW CONTOURS ELEVATION AVG AVERAGE IE THAT IS RH RIGHT HANDNOTED ON HIGH SIDE IG INSULATING GLASS RHR RIGHT HAND REVERSE BAL BALANCE IMP INSULATED METAL PANEL RM ROOM 15'-0"A.F.F. /A& Elevation height indicator B/C BOTTOM OF CURB IN INCH RND ROUND T'O'P` +TB-1 TEST BORING BD BOARD INCAND INCANDESCENT RO ROUGH OPENING Equipment tag BL BUILDING LINE INCL INCLUDE(ING) ROW RIGHT OF WAY 0q) BLDG BUILDING IND INDUSTRIAL RS RESILIENT SHEET BLK BLOCKING INFO INFORMATION R&S ROD&SHELF 1Grid identifier BM BENCH MARKIBEAM INSTL INSTALLATION/INSTALL RT RESILIENT SHEET SSMT BASEMENT INSUL INSULATE(DXING) RTN RETURN BULL BULLETIN INT INTERIOR INTER INTERACTIVE/INTERMEDIATE SAB SOUND ABSORPTION BATT Demolition keynote 74 D CAB CABINET INV INVERT SAN SANITARY H c:!�04 — ExistinRRelocated (N) New L 24I CB CATCH BASIN SC SOLID CORE I (I-)- g ( ) I N M. N SON C/C CENTER TO CENTER JAN JANITOR SCHED SCHEDULE New keynote CCTV CLOSED CIRCUIT TV JST JOIST SCN SCREEN CENTER LINES, FLOOR LINES IN CEMPL CEMENT PLASTER JT JOINT SCW SOLID CORE WOOD DASH AND DOT LINE CER CERAMIC SD SOAP DISPENSER/SOAP DISH Material/Color note EXTERIOR ELEVATIONS, PROJECTED NX7 CG CORNER GUARD KO KNOCK OUT SECT SECTION LINES to EGON CH COAT HOOK KP KICK PLATE SET SETTINGDASH AND DOUBLE CHAN CHANNEL SF SQUARE FOOT Window type note DOT LINE �63 PROPERTY LINES, BOUNDARY UNES CHAM CHAMFER LAB LABORATORY SFC SPECIAL FLOOR COATING OF. CHKBD CHALKBOARD LAM LAMINATE SFP SPRAYED ON FIREPROOFING j Revision tag CIP CAST-IN-PLACE(CONCRETE) LAV LAVATORY SHR SHOWER DOTTED LINE Ci CONTROL JOINT LB(S) LAG BOLT(S)/POUND(S) SHT SHEET ———————— DOTTED LINE CL CENTER LINEICLEARANCE LBL LABELSK SINK/SKETCH Wall type tag CLG CEILING LF LINEAL FOOT/LINEAR FOOT SLR SEALER CLR CLEAR LH LEFT HAND SM SHEET METAL BREAK LINE TO BREAK OFF PARTS OF DRAWINGS CMT CERAMIC MOSAIC TILE LHR LEFT,HAND REVERSE SND SANITARY NAPKIN DISPENSER CMU CONCRETE MASONRY UNIT LIN LINEAR SNT SEALANT CNTR COUNTER LL LIVE LOAD SNR SANITARY NAPKIN RECEPTACLE CO CLEANOUT L&P LATH&PLASTER SP STANDPIPE/SHEER PLATE COL COLUMN LT(G) LIGHTING) SPEC SPECIFICATION/SPECIFIED COMB COMBINATION/COMBUSTIBLE LW LIGHT WEIGHT SPK SPEAKER COMP COMPRESS(EDYCOMPOSITE SPL SPECIAL' • CONC CONCRETE MACH MACHINE SPR SPRINKLER RCP LEGEND FLOOR PLAN LEGEND COND DONDUITICONDITION MAINT MAINTENANCE SPNT SPECIAL PAINT NOTE: Note all symbols may be used. NOTE: Note all symbols may be used. CONF CONFERENCE MAS MASONRY SSK SERVICE SINK CONN CONNECT(ION) MAT MATERIAL ST STREET/STREAM r—————-I Wall to be removed CONST CONSTRUCTION MAX MAXIMUM Ss STAINLESS STEEL Suspended ceiling grid CONT CONTINUE/CONTINUOUS MBR MEMBER STA STATION with acoustical lay-in tile IM1131123mNew wall A N D E R S 0 N CONTR CONTRACTOR MC MEDICINE CABINET STC SOUND TRANSMISSION CORR CORRIDOR MCW MINERAL CORE WOOD COEFFICIENT(CLASS) Duplex outlet D A B R O W S K I CPT CARPET MECH MECHANICAL STD STANDARD CSWK CASEWORK MED MEDICAL/MEDIUM STL STEEL Gypsum board soffit I ARCH I T E C T S CT CERAMIC TILE MET METAL STOR STORAGE Hard-lid ceiling =0 Fourplex outlet CTR CENTER MEZZ MEZZANINE STRUC STRUCTURAL L L C CU CUBIC MF13 MINERAL FIBER BOARD SUBFL SUBFLOOR(ING) Special outlet, as indicated MFR MANUFACTURER(ING) SUP SUPPLY Ceiling Height on plan DBL DOUBLE MG MEDICAL GAS(ES) SUPP SUPPORT/SUPPLEMENT(AL) blank Plate DED DEDICATED MGR MANAGER SURF SURFACE DEG DEREE(S) MH MANHOLE SUSP SUSPENDED 2x4 flourescent fixture with DEM DEMOLISH/DEMOLITION MIC MEDICINE CABINET S&V STAIN&VARNISH prismatic lense(2x2 and BF Basefeed ■ DEPT DEPARTMENT MIN MINIMUM SV SHEET VINYL 1x4 fixtures similar) DF DRINKING FOUNTAIN MIR MIRROR SWCG SPECIAL WALL COATING < Data Outlet DIA DIAMETER MISC MISCELLANEOUS SYM SYMMETRICAL 2x4 flourescent fixture withDtAG DIAGONAL ML METAL LATH SYN SYNTHETIC parabolic lense(2x2 and Telephone outlet DIM DIMENSION MLP METAL LATH AND PLASTER SYS SYSTEM 1x4 fixtures similar) DIV DIVISIONIDIVIDER MMB MEMBRANE Ll I Light switch Portland Office: DN DOWN MO MASONRY OPENING T TOP, TREAD,TOILET 1430 SE 3rd Ave, Ste 200 DWL DOWEL MOD MODULAR/MODIFIED/ T&B TOP&BOTTOM . . . . . . . . . . x4 flourescent fixture with A Light switch with dimmer Portland, OR 97214 DWR DRAWER MODIFICATION TB TOWEL BAR eggcrate lense(2x2 and T: 503 239-7377 fixtures s MP MOVABLE PARTITIONIMETAL T/C TOP OF CURBITOP OF CONCRETE 1x4 fixtimilar) Nurse Call F: 0503) 239-7327 EA EACH PANEL TD TOWEL DISPENSER - IM111 [NC] EB EXPANSION BOLT MR MAT, RECESS, MED RACK TEL TELEPHONE 2x4 flourescent fixture with EJ EXPANSION JOINT M.S.B. MULTIPLE STUD BEARING TEMP TEMPERATURE/TEMPERED/ ———— directrindirect lense Thermostat ELEC ELECTRIC(AL) M&S MIRROR&SHELF TEMPORARY ———— ELEV ELVATOR/ELEVATION MT MOUNT(ED)(ING) TERR TERRAZZO I i Fire extinguisher cabinet ENAM ENAMEL(ED) MTR METER TG TEMPERED GLASS 2x4 emergency fixture EMER EMERGENCY MUL MULLION T&G TONGUE&GROVE (2x2 and 1x4 fixtures F ENCL ENCLOSURE THB TEMPERED HARDBOARD similar) Eo Fire hose cabinet www.ADarchitects.com ENGR ENGINEER N NORTH THERMO THERMOSTAT(IC) ENTR ENTRANCE NEG NEGATIVE THK THICK(NESS) EP EPFL EPDXY FLOORING NIC NOT IN CONTRACT THRES THRESHOLD Recessed can with Electrical net ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND EPP EPDXY PAINT NL NIGHT LIGHT T HRU THROUGH flourescentlamp PLANS SET FORTH ONTHESESHEETSAREOWNEDBY NO/# NUMBER J TELEPHONE JACK AND ARE THE PROPERTY OF ANDERSON DABROVVSKI EQ EQUAL FA Fire alarm ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF EQUIP EQUIPMENT NOM NOMINAL TKBD TACKBOARD SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDIOR EST ESTIMATE(D) NONCOM NONCOMBUSTIBLE TOIL TOILET ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION Exterior wall sconce OF ANDERSON DABROWSKI ARCHITECTS,LLC,0 ETC ET CETERA NRC NOISE REDUCTION COEFFICIENT TOP TOPPING Fire strobe PROHIBITED BY LAW. EW EACH WAY NS NON SLIP TOS TOP OF STEEL FS EWC ELECTRIC WATER COOLER NTS NOT TO SCAL.E. TPD TOILET PAPER DISPENSER EXAM EXAMINATION/EXAMINING OC ON CENTER TR TREAD Illuminated exit sign with N Medical gases RED ROCK CENTER EXC EXCAVATED/EXCAVATION TRK TRACK battery backup(Directional 0 N: Nitrogen PHASE IIA ONSITE BID PACK EXH EXHAUST OD OUTSIDE DIAMETER(DIM) T/S TOP OF SLAB or non-directional as V 0: Oxygen SW 72NO AVE AT SW DARTMOUTH ST EXIST(E) EXISTING OFD OVERFLOW DRAIN T/ST TOP OF STEEL indicated) V:Vacuum TIGARD, OR EXP EXPOSED/EXPANSION OFF OFFICE TV TELEVISION A:Air EXT EXTERIOR OH OVERHEAD/OVERHANG T/W TOP OF WALL 2x2 Mechanical supply OPER OPERATING TYP TYPICAL grille(1x2 and 1x1 grilles FA FIRE ALARM OPH OPPOSITE HAND similar) Water valve FAB FABRICATE/FABRICATOR/FABRIC OPN(G) OPENING) UG UNDERGROUND CG FD FLOOR DRAIN OPP OPPOSITE UH UNIT HEATER 2x2 Mechanical return Corner guard CONSTRUCTION DOCUMENTS FDC FIRE DEPARTMENT CONNECTION UL UNDERWRITERS LABORATORIES, FUN FOUNDATION PA PUBLIC ACCESS INC grille(1x2 and 1x1 grilies Revisions: FDPR FIRE DAMPER PAR PARAGRAPH/PARAPET UNFIN UNFINISHED similar) Vft. Computer station FDV FIRE DEPARTMENT VALVE PTN PARTITION(S) UNO UNLESS OTHERWISE NOTED Relocated/ FDVC FIRE DEPARTMENT VALVE PB PANIC BOLT/PUSH BUTTON UR URINAL Existing New Door& Door number CABINET PBD PARTICLEBOARD UTIL UTILITY + + Sprinkler head FE FIRE EXTINGUISHER PC PRE-CAST UV UNIT VENTILATOR Smoke FEC FIRE EXTINGUISHER CABINET PED PEDESTAL Detector Speaker FF FACTORY FINISH PERF PERFORATED VAP VAPOR SD SP Ceiling equipment tag Date: 01.25.11 FH FIRE HYDRANT/FUME HOOD PERM PERIMETER VAR VARIABLEIVARNISHNARIES FHC FIRE HOSE CABINET PERP PERPENDICULAR VB VAPOR BARRIER Scale: AS NOTED FHEC FIRE HOSE&EXTINGUISHER PFB PREFABRICATE(D) VCT VINYL COMPOSITION TILE CABINET PG PLATE GLASS VEH VEHICLE Project No., AD 05183.01 FIN FINISH(ED) PGBD PEGBOARD VENT VENTILATIONNENTILATE/ FL FLOOR LINEIFLOOR PHO PHASE/PAN HEAD VENTILATOR File Narn85183 A1.1 FLASH FLASHING PL PLATE/PROPERTY LINE VEN VENEER FLEX FLEXIBLE PLAM PLASTIC LAMINATE VERT VERTICAL Drawn By: MJW KVR FLR FLOORING) PLAS PLASTER VEST VESTIBULE FLUOR FLUORESCENT PLBG PLUMBING VG VERTICAL GRAIN Checked By: JMA FOIC FURNISHED BY OWNER, PLYWD PLYWOOD VIF VERIFY IN FIELD INSTALLED BY CONTRACTOR PNEU PNEUMATIC VOL VOLUME FOTO FURNISHED BY OWNER, PNL PANEL VP VENEER PLASTER Jurisdiction Approval: INSTALLED BY OWNER PNT(P) PAINT(ED) FOS FACE OF STUD POL POLISH(ED) W1 WITH FP FIREPROOF(INGYFULL PORT PORTABLE WAIN WAINSCOT PENETRATION PP PUSH PLATE WB WHITE BOARD/WOOD BASE FRAM(G) FRAMING PR PAIR, PRINTER, COMPUTER WC WATER CLOSET FRT FIRE RETARDANT PRINTER WCG WALL COVERING FS FULL SIZE/FLOOR SINK PREFAB PREFABRICATE(D) Wo WOOD FT FOOT/FEET PRELIM PRELIMINARY WDW WINDOW FTG FOOTING PRESS PRESSURE WF WIDE FLANGE(STEEL) FURR FURRING PROJ PROJECT(ION) WG WIRE GLASSIWALL GRILL FXD FIXED PROP PROPERTY WL WATER LINE PORT PROTECT(IVE)(ION) W/o WITH OUT GA GAUGE/GAGE PSF POUNDS PER SQUARE FOOT WP WATERPROOFINGIWORK GALV GALVANIZED PSI POUNDS PER SQUARE INCH POINT/WEATHER PROOF G13 GYPSUM BOARD PTD PAPER TOWEL DISPENSER WR WATER RESISTANT/WASTE GO GENERAL CONTRACTOR PTD/R COMBINATION PAPER TOWEL RECEPTACLE GEN GENERAUGENERATOR DISPENSER&RECEPTACLE WT WEIGHT GL GLASS/GLAZING/GLAZED PTR PAPER TOWEL RECEPTACLE GLAM GLUE LAMINATED PVC POLYVINYL CHLORIDE YO YARD DRAIN GND GROUND PVMT PAVEMENT Sheet Title: ABBREVIATIONS/SYMBOLS/ MOUNTING HEIGHTS Sheet No. A1 . 1 i 1 3 A2• I xxxxx*""xxx\/\/\/\/xxxxxxxx xxxxxxxxxxx xxx x A xxxxxA 'y\ X Xxxxx x x >C ><xxx SV x BUILDING B - „ „ PAD SITE ONLY = 7,725 SQ FT _ MEDICAL OFFICE - 3,850 RETAIL - 3,875 I vvvVv OD WETLAND 32ai `n' v vvv ID �✓ v v�Y • . - ^, V� _ ' � J M. NQ SON � . . . RESERVE . - • . • . • _ �-., R v _ o __ • . : , CARPOOL! CARPOOL) • • • • • • . • . . . • _ • • . . . .1 f VANPOOL 4AP/POOL RT ,0 GON oj6 . . . . . . . . . . . . . . . . - = OF FH- _ . _ • . . . . . . . • t•'J•V yyyLL[�� 1'' .,ti' .• v CCCJ1 II I d m® ® it ",".•. �f(J �� . � �� .� r. � �.i��.��MIAMI-�AIS rl!•I��I��r� ��rM1��I. i - . A N D E R S 0 N #. 1pOdNYA -mod" D A B R C► W S K I �,•r:;;. f 100diiY0 100dNV� ARCH ITECTS 19 � 19 � _ -� - L L C i0 >< _, COMPACT COMPACT BUILDING C - `� ' .• Portland Office: 1430 SE 3rd Ave, Ste 200 FUTURE PAD SITE - '". : Portland, OR 97214 ; . 2 FLOORS T: (503) 239-7377 F: (503) 239-7327 y:::=::. 20,000 SID FT GENERAL OFFICE - 20,000 _ ... �.,`,7. I,I `4 t .�• 44 .I L.. J ® I� ® ® ® an Ips - </� 1 www.ADarchitects.com ' —'7C:.... .:�'- 4.._.•..�'r:.�a J-�4n-:-rr•s..r-d,- ( ....._. i "'t .- ... �"'�_....-.�� - a ® ® . •:;-,R.+: f� H� ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY o� � AND ARE THE PROPERTY OF ANDERSON DABROWSKI i: -.• '�c� •, o o ARCHITECTS,LLC. ANY USE REUSE OR DISCLOSURE OF iti^ N �a •i. z !G AND/OR ",.•' IDEAS,DESIGNS,AND REPRODUCTIONS, . O UGT N - . ID PLANS REPR D SAID�s T PERMISSION ., T THE WRITTEN PE ARRANGEMENTS WITHOU (� .. ,,• ANGE E S ®� ARR LLC IS W KI ARCHITECTS, RO S d� ANDERSON DAB , OF I a o ¢t PROHIBITED BYLAW. I L V i • RED MOCK CENTER PHASE IIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR i dd, i GONSTR CTION DOCUMENTS Revisions: 04.07.11 I PHASE IIA ONSITE SCOPE OF WORK r ( � SITE DATA (THS BID PACK) GENERAL INFORMATION SITE ADDRESS: SW 72nd Ave at Dartmouth Ave Date: 01.25.11 Tigard,OR ASSESSOR'S MAPITAX ID: MAP 25101 AB, TL00100&00300 Scale: AS NOTED PLANNING DISTRICT: C-G(PD) .'. PARCEL SIZE: 146,327 SF Project No.: AD 05183.01 ' i PROPERTY OWNER: Doug Fry I .{ ' �� PROPOSED USE: Medical Offices I File Name: 05183 A2.0 Drawn By: MJW l KVR - AREASs%- � � Checked By: JMA LOT: 67,515 SF '�• BUILDING: I Jurisdiction Approval: PAD A: 11,115 SF ` PAD B(FUTURE): 7,725 SF T, PAD C(FUTURE): 20,000 SF BUILDING PERIMETER: 591'-9" PAD A' PAD B(FUTURE): 427'-10" PAD C(FUTURE): 465'-IC' j PARKING COUNTS TOTAL SPACES: 146 ADA SPACES: 10 COMPACT SPACES: 18 CARNANPOOL SPACES: 8 LOADING BERTHS: 1 OVERALL SITE PARKING NOTES GENERAL OFFICE 20,000 SQ FT @ 3,411,000x 100%.'.. 68 MEDICAL OFFICE 11,115 SQ. FT. @ 3.911,000 x 90%...... 39 MEDICAL OFFICE 3,850 SQ. FT. @ 3.9/1,000 x 80%........ 12 RETAIL 3,875 SQ. FT. C@ 3.7/1,000 x 80%......................... 11 TOTAL SPACES REQUIRED.................. .......... ................ 130 TOTAL SPACES AVAILABLE.............................................. 146 E LM H U RST ST. DEDICATION sheet Title: OVERALL SITE PIAN TOTAL SPACES INCLUDES: 1 ❑ Q TYPICAL SPACES.........•..•.......•.....•...•................................ 110 1 . SITE PLAN COMPACT SPACES.....•..•........•.... 18 ADA PARKING SPACES....__............................................. 10 A2.0 VAN/CARPOOL PREFERENCE SPACES.......................... 8 SCALE; 1"-20'-0" Sheet No.: i SW DARTMOUTH STREET SEE PHASE IIC BIDPACK FOR OFFSITE WORK 88–\ 28 -�----- - - - - � �•- -v, lam- � ® 22 �� WORK START POINT fl li rT 1 f �► _ SEE PHASE IIB IDPACK FOR BUILDING S ELL WCORK � 40 � 2.4 10 a� BUILDING A A= ® ;w 11v115 Std FT / �► 4_ MEDICAL / ' a OFFICE - 11 ,1150 " Q6 a 23 IN, 09 ® 16 p5 1 Gy14 D r�w+� 11 a �j 241 '� , ° CARPOOL! CARPOOL/ M. SON 21 ,moa VANPOOL 11 11 VANPOOL 10 Z �•+ UJ Q. ...... 06 W PO LA REGO OF p� ' TYP 1� Alm' 05 02 18 FN TYP TYP 07 a 13 21 05 1 a. 17 � � �aaara ® � � �, �,,, �a �aa �a �a ■a �laaa� �araANDERSt� N 01 DABROWSK -- -- �-- --- - - / TYP ARCHITECT S 11 . ® 'IQOdNVA IOOdNVA /I00dVV0 !'IOOdNVO C r sr,, V 03.01 ATYP 6 GENERAL NEW SITE PLAN NOTES Q3 17 Q3 �_ . . 4 Ifl � ILII o .P 1 a Q 1. SURVEY INFORMATION REPRODUCED BY CIVIL CONSULTANT, 11, CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING BASE INFORMATION SHOWN AND ACTUAL FIELD CONDITIONS. 00 Portland Office: 2. CONTRACTOR TO VERIFY SITE BOUNDARY PRIOR TO START OF WORK �i 1430 SE 3rd Ave, Ste 200 12. ALL DIMENSIONS ARE TAKEN TO FACE OF STUDICONCRETE OR EDGE OF PAVEMENT i/ Portland, OR 97214 3. SEPARATE SEWER CONNECTION PERMIT REQUIRED. UNLESS OTHERWISE NOTED. i ® T: (503) 239-7377 - 4. DISPOSE OF STORM WATER PER APPROVAL BY CITY OF TIGARD. 13. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. F: (503) 239-7327 5. UTILITY DATA ON DRAWING IS SCHEMATIC AND SHALL BE VERIFIED BY CONTRACTOR 14. CONTRACTOR SHALL LAYOUT AND ADJUST AS REQUIRED FOR APPROVAL BY PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL UTILITIES PROTECTION ARCHITECT PRIOR TO CONSTRUCTION. SERVICE PRIOR TO CONSTRUCTION. , - 15. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY 6. ALL DISCONNECTIONS MUST BE COORDINATED WITH THE OWNER AND UTILITY DISCREPANCIES PRIOR TO CONSTRUCTION. CONCERNED.CONTRACTOR SHALL TERMINATE SERVICE ACCORDING TO UTILITY a , I COMPANY SPECIFICATIONS. 16. CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING GRADES AT LOCATIONS I WWW.ADarChlteCtS.Com WHERE EXISTING PAVEMENT ABUTS NEW PAVEMENT. PONDING AT JOINTS WILL NOT 7. UTILITY SERVICE SHALL BE MAINTAINED AT ALL TIMES. BE ACCEPTED. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND &I PLANS SET FORTH ON THESE SHEETS ARE OWNED BY D TIES SHALL BE REPAIRED WITH NO ADDITIONAL COST TO OWNER AND 17. IN NEW CONCRETE,CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR(4) , AND ARE THE PROPERTY OF ANDERSON DALOSURE I 8. DAMAGE UTIU L TO THE OWNER'S SATISFACTION. FEET AND EXPANSION JOINTS EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS ARCHITECTS,LLC. ANY USE,REUSE,,IDS,DESIGNS,AND/OR OTHERWISE NOTED. SEE CIVIL DRAWINGS AND SPECIFICATIONS FOR MORE SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION HALL BE RESPONSIBLE FOR VERIFICATION OF ALL SUBSURFACE INFORMATION, 05 OF ANDERSON PROHIBDABROITED Y LAW.ARCHITECTS,LLc,Is 9. CONTRACTORS ` � PROHIBITED BY LAW. CONDITIONS PRIOR TO CONSTRUCTION. 18. WHERE PROPOSED GRADES MEET EXISTING GRADES, CONTRACTOR SHALL BLEND 05 RED ROCK CENTER 10. ALL DISTURBED AREAS TO BE STRIPPED OF TOPSOIL. STOCKPILE IN APPROVED GRADES TO PROVIDE A SMOOTH TRANSITION. LOCATION AND REDISTRIBUTE IN LAWN AREAS AFTER COMPLETION OF ROUGH M ~ m r PHASE IIA ONSITE BID PACK GRADING. SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR SITE PLAN NOTES CONSTR CTION DOCUMENTS Revisions: 04,07.11 PROVIDE AND INSTALL NEW LIGHT POLES AS INDICATED ON ELECTRICAL PLAN. 18 PROVIDE WHEEL STOPS AT PARKING SPACES INDICATED. SEE DETAILS FOR — — — — — 01 SEE ELECTRICAL SITE DRAWINGS FOR MORE INFORMATION. MORE INFORMATION. 02 PROVIDE AND INSTALL PARKING LOT TRAFFIC ARROWS. NOTE NOT SHOWN, a PROVIDE AND INSTALL CARPOOUVANPOOL PARKING SIGN AT LOCATIONS INDICATED.SEE DETAILS FOR MORE INFORMATION. '� � PHASE IIA SITE PLAN NEW TACTILE WARNING SURFACE PAVING PER ADA STANDARDS. REFER TO 03 DETAIL IN CIVIL DRAWINGS. 20 PROVIDE AND INSTALL BRICK PAVERS. SEE SITE SPECIFICATIONS FOR MORE INFORMATION. 04 PROVIDE AND INSTALL SIDEWALKS WITH SCORED LINES EVERY 6 FEET. SEE SC LE: 111 '=1'-0" Date: 01.25.11 CIVIL DRAWINGS FOR MORE DETAILS. 21 PROVIDE AND INSTALL LIGHTED PARKING DIRECTORY AT LOCATIONS INDICATED. SEE SPECIFICAIONS FOR MORE INFORMATION. Scale: AS NOTED 05 SEE CIVIL DRAWINGS FOR MORE NFORAMATI{}N DE TO MEET EXISTING GRADE. 22 UNDERGROUND WATER VAULT LOCATION INDICATED IS SCHEMATIC. PARKING NOTES. PHASE II Project No.: AD 05183.01 06 PROVIDE AND INSTALL GUARD RAILS AT LOCATIONS INDICATED. SEE DETAILS 23 VAULT LOCATION INDICATED IS SCHEMATIC. File Name: 05183 a2.1 FOR MORE INFORMATION. MEDICAL OFFICE 11,115 SQ. FT. @ 3.9/1,000x 90%...... 40 PROVIDE AND INSTALL FERE HYDRANT AS SHOWN. SEE CIVIL DRAWINGS FOR 24 TOTAL SPACES REQUIRED(PHASE II ............................ 44 Drawn By: MJW/KVR 07 TOTAL SPACES AVAILABLE{PHASE II})............................ 44 Checked By: JMA MORE DETAILS. 25RISE TOTAL SPACES INCLUDED IN PHASE II CONSTRUCTION: 35 08 TYPICAL SPACES............................................................... COMPACT SPACES. 0 Jurisdiction Approval: MODIFY EXISTING FIRE HYDRANT AS SHOWN. SEE CIVIL DRAWINGS FOR MORE ADA PARKING SPACES..................................................... 5 SPROVIDE AND INSTALL BIKE RACKS AS SHOWN. SEE DETAIL 3/A2.3 FOR MORE 26 DETAILS. VAN/CARPOOL PREFERENCE SPACES.......................... 4 INFORMATION. 81CYCLE PARKING SPACES.......................... .. 4 BUILDING A SHELL AND OFFSITE WORK ARE UNDER SEPARATE BID PACKS. S PROVIDE AND INSTALL LOCK N LOAD RETAINING WALLS AT LOCATIONS 27 CONTRACTOR TO COORDINATE. INDICATED. ALL WALLS TO BE ENGINEERED BY VENDOR. REFER TO DETAILS 7&81A2.4 FOR MORE INFORMATION REGARDING PAD AND STAIRS 11 PROVIDE AND INSTALL PAINTED HANDICAP SYMBOL AT LOCATION SHOWN. SEE 28 AT THIS LOCATION. DETAILS FOR MORE INFORMATION. 12 PROVIDE AND INSTALL HANDICAP PARKING SIGN AT LOCATIONS INDICATED. SEE DETAILS FOR MORE INFORMATION. 13 PROVIDE AND INSTALL MAIL BOX PER POST OFFICE REGULATIONS, SEE SPECIFICATIONS FOR MORE INFORMATION. LOCATION INDICATED IS SCHEMATIC. POST OFFICE WILL DETERMINE FINAL LOCATION. 14 PROVIDE AND INSTALL TRANSFORMER ON CONCRETE PAD(PAD SIZE PER ELECTRICAL CONSULTANT). SEE SITE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 15 PROVIDE AND INSTALL CONCRETE CURB AS INDICATED. SEE CIVIL DRAWINGS FOR MORE INFORMATION. NOTE NOT SHOWN. 16 PROVIDE AND INSTALL CONCRETE RETAINING WALL. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION. 17 PROVIDE AND INSTALL STAMPED CONCRETE WALKWAY IN BRICK PAVER HERRINGBONE PATTERN,STAINED RED-BROWN. ARCHITECT TO APPROVE FINAL COLOR AND PATTERN. Sheet Title, PHASE IIA. SITE PLAN Sheet No.: A2. 1 I ` I ADDRESS Signage I E0 01 Signage Signage �� 70TH AVE -I DARTMOUTHFB dill � Q t 1 . SITE SECTION A ® STREET SECTION AT DARTMOUTH STREET BID PACK FUTURE SCALE: 1/16"= V-0" 3241 J N M. ND SON 0 0 0 70TH AVE (�, OR ,0 GON 0 OF r. n t Fe. ya a. 72ND A FUTURE BID PACK ANDERSON 2. SITE SECTION B - LONGITUDINAL SECTION DABROWSKI SCALE: 1/16"= 1'-0" ARCHITECTS LLC ELMHURST ST Office: 'r PortlandO V-- :. 1430 SE 3rd Ave, Ste 200 : r . . _----- -- Portland, OR 97214 i 1 r —r - -- --- - -- T: 503 239- 7377 r F. 0 239 7327� (5 3) t ) - DARTMOUTH ST C 3. SITE SECTION C ® TRANSVERSE SEC TI N SCALE: 1116"- T-0" www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. RED ROCK CENTER PHASE IIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR CONSTRUCTION DOCUMENTS Revisions: Date: 01.25.11 Scale: AS NOTED Project No.: AD 05183.01 File Name: 05183 A2.2 Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: Sheet Title: SITE SECTIONS -_ Sheet No.: A2.2 es R ...........I _ _ PLANT . . i.. _.! If PLANTE RAISED RAISED •••• ;: k" IIF - V-0" MAX 4"MAX 2"0 ROUND PIANTPLANTER PLANTER PLANTER Is STEELTUBE N 4"0 DECORATIVE 3 1 1 S CIRCLES .3 .3 • 3 .3 � • . . . 2"SQUARE STEEL r r TUBE [ /J CV F ------) "r, N 1/2"SQUARE STEEL SIGNAGE TO SIGNAGE TO 15 TUBE INCLUDE VAN INCLU E VAN 3 AT EQUAL SPACING ACCESSIBLE ACCE SfBLE PARKING TRAFFIC PLAQUE PLAQU STALL LINES, PAINT 2"SQUARE STEEL VERBAGE, TRANSFORMER ON (2)COATS 4" - ti a vTUBE CONCRETE PAINT(2) CONCRETE PAD W. WHITE °.° r � ; .. ` '• CONCRETE CAP SCORE LINES COATS ON ASPHALTi- --- - RAMP _„_. WHITE ON YELLOW ON -- I I 1—I I !I_I—III--III-�I I I—I I " C COMPACTED GRAVEL -- . TACTILE ASPHALT, CONC. __ I —I BED .-r WARNING CARPOOL/ 7 YELLOW ON CA POOL/ (U.N.O.),TYP. I I { I I I}=I I=I I I I I f= I I i—� I� *535553 A VANPOOL ® I ® 3 CONC. `VANPOOL ;•;�I_I--1 II IECI I--III--I i I--) I I—I I I _--. LOCK+LOAD SYSTEM, STIP ® I — 00000o0000 Boa TY (U N O ) TYP STALLED PER 000000000 0o000 I•-. 11-1 I 11= I _.•--� —`I I I�__. IN 5'$'" "0 8 12'-0" 9'-0" 6'-0" 8'-5' 8'-6" 17'-6 112" 8'-6" 8'-6" 9'-0" 8'-0" 9r-01" 8' 8'-6" 8'-8 15'-Or' 9'-UO 6'_0" 8,-611 $r�rr 8r-8rr 5,_011 - ` I I —`` — I —1 - -, MANUFACTURER'S —I (— ISI I--III �— INSTRUCTIONS 1 . SIDEWALK AND PARKING TNGLARGTD PLAN 2. DECORATIVE GUARDRAIL SCALE: 1/2"=T-O" 17" PORCELAIN ENAMELED STEEL PORCELAIN ENAMELED STEEL 9 OF STALL. �r HUNTCO HP BIKE RACK: REFLECTORIZED SIGN BEADED OR EQ. 1�^ REFLECTORIZED SIGN BEADED OR EQ. 7-61 MOUNTING: IN-GROUND MOUNT ` STAINLESS STEEL FASTENERS. STAINLESS STEEL FASTENERS. FINISH : POWDER COAT, RAL-8014 BRONZE VAN/ WHITE LETTERS&SYMBOL ON INTERNATIONAL SYMBOL OF 6" 7" 36"X 36"BLUE FIELD MATERIAL: 2"SCHEDULE 40 PIPE BLUE BACKGROUND ACCESSIBILITY BACKGROUND(2 324M�, X. COATS) '"�, 00 CARPOOL 1° MIN. HIGH LETTERING Parking with D.M.V. ____ PORCELAIN ENAMELED STEEL % M. AND RSON L' PARKING (VERIFY CORRECT VERBIAGE) N disabled p s b to REFLECTORIZED SIGN BEADED OR EQ, ONLY METAL SIGN, BOLT TO STL. PIPE to towing under 1"MIN. HIGH LETTERING ORS$11.62 and 31/2 18'-61/4" POST OR BUILDING ELEVATION fined up to$250 (VERIFY CORRECT VERBIAGE) 3 PO19- RTLA D,OREGON 7 01 1 1/4"GALV. SCHD.40 STL PIPE 4,�ti under ORS 811.615 METAL SIGN, BOLT TO STL. PIPE '-0"L. 2'-6" 4'-0" 2'-5' 41-0" 2'-6" 2'-01/4" WlCAP POST OR BUILDING ELEVATION -- t* , 3"WIDE PAINT Z-) vAN gCCEssISLE ADDITIONAL SIGN AT VAN . STRIPE,TRAFFLIC �� BIKE RACK ACCESSIBLY PARKING SPACES LINE WHITE{2 • ,d A• a', n1n1111w wnlw o COATS FLANGE COVER ONLY 1 ) SIDEWALK 1"CONC.WASH �"�"" 1"CONC.WASH v s GRADE GRADE d - . .a .q 4 r a K re a a Ch d• ` .. d . 4. d a a I. �.. d sd. A 4 I d md. A ' - r1 a " n od n 7 se 4 CONCRETE o 8 DIA. CONC.FOOTING r - I I 8 DIA. CONC. FOOTING 4 SLAB jy\�Jgq^(( \� � \/� �'/ \/f \ a• F I,• �/ \,// \,/j �\\ � \,t `/ \// \�j \ a' •�' 1- °- ///�\,�/ \�j '� 10,1 Li LJ \/\\/\� NOTES: \ \\ \ a� \/\\\ \� NOTES: / , ,/ x / / SIGN TO BE PER LOCAL t /// SIGN 70 BE PER LOCAL \\ \\\ \\ JURISDICTION REQUIREMENTS. \\/\\ JURISDICTION REQUIREMENTS. VERIFY SIZE,SHAPE& /f\ /`\/\\ ` VERIFY SIZE, SHAPE& VERBAGE. /,//�/. / ,r, VERBAGE. A N D E R S O N 3. BIKE RACK PLAN 4. BICYCLE RACK 5. CARPOOL SIGN DETAIL 6. ACCESSIBLE PARKING SIGN 7. PAINTED ACCESSIBLE SYM . DA B RO WS K I SCALE: 1/2"=1'-0" SCALE: 314"=1'-U' SCALE: 3/4!'=1'-U" SCALE: 3/4s'=T'0' SCALE: 1"=1'-0" ----�1 ARCHITECTS •mac. ::i � ,•__,�. ,..;.: iA1V INTED o L L C _ � I �J�E - - 'INING � � ENEER- • I RETEI}� =-_--- - I -• ', ' '.. HANDRAIL, PAI '+ ED WALL - -- ----_._____..__._.__.__...._....._._..__._._. _ --____ _....... -- LIGHT, EE ELECTR PAL--- — _._ __— _._. — ----- FORM RE - RE tNFORMA ION-----_.. �_._--_., y _ K _- ,_-_._.______._._.--_-__-- ______.—_.___,_..._.,_. ._____.___ ---,_--____ __.-_____ _.__.__ IL i Portland Office: ,. 430 3rd Ave,v SE A eSte 20 _.__..._...__,..__...,—_._—=:_-- ...,.-._____ -,....—__..._._._-'_-•,-__._,._...__ ._-_..._ ._...._...-f*"j. ..__...._.. --•- a Q of • �7 ° a Portlan OR 97214 a �. -- T: 503 239-7377 I 14• P a U I �C_..._....__ CONCRETE SIDVIIALK R)✓ ESS AI CCSNC. T T 60NCRgTF,.Sl63EWAL *- • . . ' .. \ ---.___ ---___ _ ____._•._.___. _ --- _ ..,__ _.- _..._...._ 1 III(1( 1(! II 1 1iI1II 1I! ,__ +I_—_.._.,l�- � - t....__-___-___,,..___ �__.._-I i _..1�__._»J . . f ' �a _.✓'�)C_l'� C. � ' C CJ��- . ,� rt' \/ / , a a } a ° __ _____..__ _ ---:_ - __.. _ .... . ._._--- ( ---- _ a' a v� '''t - v ° a a f v �c� �c ,r /\\ \\ \\ \\ \\ \\ \\ \ -- -_..•.__.._...__. 1.� _ � ��tA Is— I�Q_._.__.... _ _ _._ .__ ..----- --- ----- - __..._._,,,•.,.__ _..--- --- HANDRAIL, PAINTED ED 1 7 )C �i .. C-.i ) �.l C_..7 C� _ C_..7 YJ _7� LJ C_.. � !�...% � C. .....................__.._._...,_.__...____ ._ ...___..__ \ < -c5� \ \/ _ CONCRETE RETAINING -„ - WWW.ADarchitects.com P D t> D o D Lj v-e -� -��- \ \ \\ \ \ \/\/�\ \ �\ \ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND _. d d ) . `-- )C }C�(� ` \ \ \\ �� ` yC 1 _ �V CTC�C iC )CS_�C_�_C > < e ?C \ �� \ \ \\ \ \ \ \ PLANS SET FORTH 4N THESE SHEETS AREOIMVEDBY P' D- D �.-.�D.. `,.__`P P P �.�,. '�:.,, .- / / ,,,� / / / / Olvl'G'RE1'€SIDE-al1lAU4•------__.__...___._...._..__....__. .. I I // , /`yJ 11 J / / \/ \ // / / / / / / / / / —. __-_. --.._____. _._— N AND ARE THE PROPERTY OF ANDERSON DABROWSKI / / /'� \/ \ / /\ / , ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF _-_--- -- -- --- T a' C o� tr. r C o C�a \ \ \ \/ \ ♦ \\ �\ \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ �'. \\ \ \ \\ \ \ \\ ----.___ _._.._..._.«_ ._.____,_.._...__----- _--____ ______.. __,___ --_ ._.__,_._._ .—. _ 1 -.___._____..___ _ SAID PLANS,REPRODUCTIONS,IbEAS,DESIGNS,ANDKOFi C� -_- / / __ _---�—_ —_. __,_._. �_.__ ____ __ ___�_ ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION C___-- _ - a t a v' ( C f / //� / >�/ > 9. S`TA I R SECTION _ F ANDERSON DABROWSKt ARCHITECTS,LLC,IS -.---------__. ..__ --.. .._ .___._._ d \ \/ \/\/ \ ,a , ; , _ PROHIBITED BY LAW. SCALE: 3/4"=1'-0" q: , J a • : """' RED ROCK CENTER {XIII' .. A.. Z� _. _, _.� _� _�-_ _ � a P D� ) •D v . a <� PHASE MIA ONSITE BID PACK I L *� \ :. : M1 ,' :. 7 } SW 72ND AVE AT SW DARTMOUTH ST ..• • \ \ \ \ -. _ .-_... ___. ._._.. .._. u_ `1-='t1:?"`f�1REi=AB1�tCATEtT-'--` - .:.�e °' � ;a o TIGARD, OR 1 4 .4 \ \ \ __ r // /// /{/�/// /// //J /// /J/ /// -- -. _., .L�ANDB.I�iLL,1'AII�IIEO._-. 4-- VN ,\ CONCRETF�TAIR..._. •. •• ;•. ` ,y' '\ \ \ _ �; ..__ _ ..•,. �, a, •: <.e 1' {,• ' • + aDV' R5?NcRET>=RETAINII+�.Sa.__ .:'. . "�;; `. ;' ;••;,;`' '. ° A4: �. �\ CONSTF2 CTiON DOCUMENTS WALL L - .a.. " •. . ., ,� /\// Revisions: 04.07.11 ___ \ \ \ \ \ \ \ \ .i •.t ',, . a y, a. - •• r ..A a o^� � -o ..`J \ \ T —__.._��—._._. of d �"'; \ �,. . a.. .[• [. ». . •�4' '* /,/`/ // // /�\s/ � \� \ \ J \� \\ \\ \\J \�\\� \\�//\\\!\\\/\� t'� : •' - �-� a '°.51 \ \ \ \ \ \\ (,._ P } v of C v. P } o / // // ♦�/ / //,f / //f /// /// /// /f/ / �/ v v vo . o Y _��C 6 c v P P C D C D ¢ // �/ // // // /� /✓ P�" t1 _ P P ' / // / I//,/ f/ ! / / / / ✓ / / / / / ••'. •. ,. .P.w - - r O.. y' // / / •�C�t P •D P P. ,. 1V D P - D D D D / / / / Date: 01.25.11 ' /f // // ,�'//�''` // // // /',/'' /r/ /'r!•' // //'' /f ,// - --- .A i.: a; ,: .: .4 v .� 1�'/ ' /'' /// ,� v fir, SCBIB: AS NOTED O i ar ' \//'�\/�\�,' \/ ' '• ° �-• 1 ,. l.r \/\ '�'`. / / / / c - �' `.,,/ / / / \,/ \/ \// /; \,/ / .. _ .. An, /J / \ /\/\/\ \1 jc � D� ]� 'Z .. ,�� \\/ \/ \"\/\1/ \/ \/ �\/\ \.� Project No.: AD 05183.01 7-- x'` / /� r / / ',� f/ File Name: 05183 A2.3 \ � L�.� DD r � \ \, �\\ \\ '`\` \\ \\; ` \ ` \\ ~\\ \\ \`` \\\/`\\/\\/\\`/\\/\\/'\\,�\\J \/\\ c �,. D U ` t� t_; �D` _ — \ '/\\/�'\\/\\\/�\\/\\/\\/\\/\\/. \\/\\/\ /\\/\,``y\\/'\\/,\\j\\j\\j`\\/\``�/\``�/�\\/\\ '`\\/\\/\\/\\ / Drawn By: MJWlKVR \i\ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ � \ \ \ \ \ \ \ \ - / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ \ \ Checked By: JMA i`��i �`i\�i\\i\\iii\\i�\i\\i �`i\\/ i`\i`\i\\i\\/ `i\\i'�\i\`i`�`i /\\�\`/\\/ \ \ \\ \/\\ \ \/\\/\\/\\/\\ \/\\/\\ \\/\\ \/\\ \ \\/\\,, ! , \ /\!,�\ \�/\ /�;`\fes\/\ \ \/ �f\/\//\ \x�\/ \/ \ \/ \/ \�/\ \��\ \\r�\ \��:\ ' \/\/��,r\� \�/\//\//\/\/ \ �.� \/, /:\/ \/r:\/ \/ \//\//\/ \/ \/ \/, \/ \//\//\/ \/ \//\\f/\//�\/ 8. STAIR SECTION 10. STAIR SECTION 11 . STAIR SECTION Jurisdiction Approval: SCALE: 3/4"=1'-0" SCALE: 3/4" T-O' SCALE: 3/4"=1'-U' DECORATIVE RAILING NOTE:NUMBER OF STAIR 1 r 1 • AND LOCK+LOAD 1r 1'-11" 1'-T' RETAINING SYTEM TREADS VARIES, FOLLOW 11 1 SEE CIVIL DRAWINGS FOR CONCTRETE BUILDING BEYOND 11 ENLARGED PLAN ABOVE MORE INFORMATION ON CURB EXTERIOR WALL WITH 1 1/2'STEEL 8-0 ASPHALTIC PAVING • STONE VENEER PRE-FABRICATED HANDRAIL,PAINTED 1/2"RADIUS,TYP. tl PREFABRICATED CONCRETE d WHEEL STOP CONCRETE STAIR WALL CONCRETE STAIRS DECORATIVE GUARDRAIL41, in STAIR LIGHTS,SEE ELECTRICAL DRAWINGS CONCRETE 1 112"STEEL 1/8„ 12' - 2'_011 1-1J2" _ PREFABRICATED •.' RETAINING WALL PRE-FABRICATED HANDRAIL, ., AND PLANTERtill HANDRAIL,PAINTED STAIR LIGHTS, d d .4 + PAINTED ° SEE ELECTRICAL CONCRETE STAIR WALL a v n 4 I a. DECORATIVE d a. 4 4 GUARD RAIL $'-0" n " DRAWINGS CONCRETE STAIRS-7Q n Q ° E CONCRETE WALL IV, I- = RETAINING 16 A 4 - -__ _ _._ _ - .'� CONCRETE a 4 a © ©� STAIR \//\\ :4 r 3 4 Gl , �_ 7 J�/)C_ �-y \/} _ �-~ �.r CONCRETE __. - //�\//�\ ` , , ,• � �'t � ,� .. a _`_ .. � � _.. � . „: SIDEWALK • a • - - •, A • \ \ a•:d w � .i • ,` ;ii••'i' t ` .•6•'' T .t, \\r\\ \ \ } .«- d � `...._•% L .1 _\__--/ �� \. ✓ �.! `.-.✓ \.,. 1 J d �+ td •.',' .w'� - y �• + . a K • d s 7 ?C3 J i_�._ /! / w d i'a•. '1 •. '• r: \ \ •a', n \ \ \ Q 'l'7 .,� \ �/ / / /\ / 4 1 r \ Sheet Title: \ \ \ \ 4 !J \ / // / )— } �I / f / ,f ° SITE DETAILS - S A� §Et. INAIS � � ��C�12. S14. TYPICAL CONCRETE STAIR TREAD 15. CONCRETE WHEEL STOP 16. GUARD RAIL DETAIL W/ HANDRAIL � Sheet No.: A2.3 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE, 3"-1-0 SCALE: 1 11Z'=1-0' SCALE. 3/4"-1-0' A 12 INCH LATCH BOLT W/PADLOCK STAPLE-WELD MIN.THICK GUSSET FOR,MOUNTING STAPLE ✓ i:4= ::t='j`; : :< z r=�1`5 mv. FINISHED STUCCO ✓ \ 30 INCH CANE BOLT W! SURFACE,PAINTED i KEEPERS IN OPEN AND CLOSED POSITIONS �' WITH MILLER 8165D ;.:. '' FALLING LEAF 101-914'14-4 „•x: : a \..rr �► BARNETT&BATES GATES: FINISHED STUCCO G\ !� ORSOGRIL TALIA 100 VIEW SURFACE PAINTED ✓✓✓ Q BLOCKING GRATES WITH WITH MILLER 8176N ® ® DARK BRONZE ANODIZED PINON GREEN FINISH 4 A4 FOUNDATION-SEE FOUNDATION-SEE STRUCTURAL DRAWINGS FOR STRUCTURAL L _� _� �� _. � � � _. _ � � MORE INFORMATION IDRAWINGS FOR MORE 4 f INFORMATION 51 z A r � � < 3. TRASH ENCLOSURE DOORS 4. ENCLOSURE SIDE �1 0 0 ® < .6 .6 / 4 SCALE: 1/4"=1'-0" Sbt" TO DRAIN r r SLOPE TOP OF WALL 1:12 3 d 6'-0"A.F.F. _ s -. HEIGHT 3241 -� • '�� > :f N M. AN RSON PORT ,OREGON , ® `� Old, 2x6 PT WOOD STUDS AT 16"O.C.,6x6 5 © \WA 41 POSTS AT CORNERS SLOPE TOP OF BAND 1:12r t1 . OF V Q . 21-6" A.F.F.CIL OF BAND V L •• • PAINTED STUCCO Q� 1/2 PLYWOOD SHEATHING © © * 4"SLAB ON GRADE, SLOPED 114112" ® TOWARD DOORS ��,•, 4 F.F. 00 4 RAHSECTION ANDERsaN 2. TRASH ENCLOSURE . TRASH ENCLOSURE DABRaWSKI SCALE: 114"=1'-0" SCALE: 112"=1'-0" -- CONCRETE STAIR ARCH I T E C T S STEEL DECORATIVE STEEL DECORATIVE L L C RAILING,SEE GUARD RAIL,SEE DETAIL 21A2.3 DETAIL 2/A2.3 PREFABRICATED PREFABRICATED HANDRAIL, PAINTED HANDRAIL, PAINTED 2 X 6 CEDARCAP CONCRETE CAP PACIFIC LOCK'N' LOAD RETAINING a 3 0 CONCRETE SIDEWALK WALLCONCRETE CAP M � PACIFIC LOCK'N' 1 X 4 CEDAR LOAD RETAINING CONCRETE STAIR WALL UNDER TONGUE AND CONCRETE SIDEWALK SIDEWALK GROOVE �,I Portland Office: GAS METER 1430 SE 3rd Ave, Ste 200 CLEAR . �r Portland, OR 97214 Zt >� '\, 2 x 6 CEDAR + A o T: (503) 239-7377 FRAMING F. (503) 239-7327 l .,., .. V.. P \ t `-rte. "`t: b., \• ` _ �,a" n \/�\/\\../,\\`�,/\\�X\ 4 X 4 CEDAR POST ( . a POURED IN PLACE \'r/��/ \/ \/\�✓ \,/ \/ �/ \�' ,/ CONCRETE /r / \ 'm'\ \ \ �� s, FOOTING 'r� ///\// //\/jr\//\//�/\// //\!/-. 5 ��- :. ' , r`'\ M , / 4 > 4 c: '. /,ri� /��1 ,/ �/ /! / / // -/ // /1 // \// /!\ // // c s n• a r // \// f\\/ \\f\\ \\ \\ \\ \\ \\ _ \\ \\ \\ t \\ \• \\ \ wWw.ADarchl#ects.com \\\\\\\`\ "\\\Z"\\\\\�`\\\ \\\`:�\~ \'�i�\ \� �\ j'� rf✓ \11 / ,� //\ ,/� ° /\/\/\ ,.. s\// APLANS SET FORTH ON THESE SHEETS ARE DRAWINGS,AND DABROWSKI \N/6 \ //\�/\l�/\//: \\r\ \\/�� `j \\�\\/ ' ° ''' T'� \\rf \j'�\\/ \\/ \. /r \I \ ARCHITECTS,LLC. ANY USE,RAND ARE THE PROPERTY OF EUSE OR DISCLOSURE OF ��\��\ \. �\ \t�\ \��r `\�.�� ,��\,ti\\ .�\:\\•.�\\.�1\. e�,\\\,�\ �� ✓ti ��,/ Al �-•" ... /, /�\ . SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR r T/ I � I O�1 �� UTILITY ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 'v � r OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. SCALE: 112"=1'-" SCALE: 117'=T-9' RED ROCK CENTER PHASE IIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR CONSTR CTION DOCUMENTS Revisions: 04.07.11 Date: 01.25.11 Scale: AS NOTED Project No.: AD 05183.01 File Name: 05183 A2A Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: Sheet Title: SITE DETAILS - Sheet No.: A2.4 GENERAL CONDITIONS RED ROCK CENTER 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS MANUAL ON UNIFORM 99W TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, STREAM RELOCATION AND WETLAND MITIGATION FHWA, 1988 ED. CASE FILE PDR 2008- 00003 Uj > 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) TAX LOT 100 1S1W01AB N SW BAYLOR ST i APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. NE 1/ OF THE NE Y40F TAX MAP SEC. 1 T2S R1W WM�4 � s � � 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST WASHINGTON COUNTY OREGON OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS SW CLINTON ST RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO Tv AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO \ L SW ORT P9UVTi1 ST;' V TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. l..... a SW DARTMOUTH ST SITE z W._ .. : DISRUPTION SHALL BE PROVIDED TO THE GENERAL z 4. ADVANCE WARNING OF IMMINENT TRAFFIC R A R , CITY OF TIGARD o MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE o �:.. -- +r .-� �- �-: : ; . s 11 r WASHINGTON COUNTY 5 CONSTRUCTION AREA 72 HOURS MIN. BEFORE INITIATION OF CONSTRUCTION WORK. x y 5 Uj OREGON PAD_T6(N z }; ; I u_. : F Qs, SW ELMHURST ST 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL AR DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE Am�:< F ,'€; , { x; 1� LLJ f ¢ LLJ V) UNTIL EFFECTIVE ACCESS IS ESTABLISHED ¢� ^� M-' � � <� J , � I f' CL z y P _, zy fs1 < /// Lei f `.` ` > Q Q Z L GPE SONS ETC. SHALL BE IN CE PRIOR TO INITIATION OF 1„. w :%.:<'< ,z.:: f:. <' d; •,.,A ¢ o 6. TRAFFIC CONTROL DEVICES, F A R A LA ,�� f d . <„ ; ;�� r ��,,;�� ,�/ � :,, ,� _ _ _ _ i ss.. , z a F- F- (n CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. �' ' . , s` y: f : . -;' m 00 0f• E ;' s 'i sj `` 3.j` :' ssi �; s 3 O CD cD > fi- > i 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS NOR BETWEEN 9:00 P.M. J �' ' ' prct) co ,;.,,F. <c ,. /� ',F!` •.i. r. � .�^ ...:a E,n.:.ct<`:.,E,f f:%"ii'i.F :: «..„°f`.�r 4/�.fi '. .,I s TO 7:00 A.M. MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8: 00 A.M. SATURDAY, /fir �"�'`' ' % SW BEVEL �- NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. �: /' `, f „/ ;: mill s<' AND ST a a r # r .. :. A 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET; PEDESTRIAN TRAVEL SHALL ALSO FUTURE AUgjC f x BE PROVIDED FOR. ffl co L z chi C/) SW HAMPTON 5T F- a? rn 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS = ' NOT TO SCALE E �, MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 0 0- = CU 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE I II J< ; I _ �.. ,, a VICINITY MAP N o N CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, #639-4171) TO ESTABLISH A PLACE, TIME, ,: _._, : , ! N.T.S. 3 C N = c, AND DATE FOR A PRE-CONSTRUCTION MEETING. I I y g m a a� 2 i I I I I ! I O ci 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT I I W x; o a) o _ a) 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK TWENTY-FOUR (24) III Iz.W PROJECT TEAM � J � � COy ,� o m cB HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING � J ' z WORK COVERED BY THE PERMIT. u ` PROFF L_. W. ._. - -. . - _ �� ...„ y% e ••� a 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED I -__.__.... .....-__-_.. _,...........__._..._..... ` ELM ST - - OWNER iNFF��f' CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL = _ _ -= SW ELMHURST ST ;. 14,78\ l WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE _ - c c DOUG FRY 23077 SW NEWLAND RD �\N CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S WILSONVILLE, OR 97070 STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY o OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. SITE MAP `dry 23 N06°'�Q SCALE 1"=100' � 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE DEVELOPER Q RFw A. R�\ PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A PROJECT LEGEND 0 CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT RED ROCK BUSINESS ASSOCIATES, LLC EXPIRES: 12/31/2012 o HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 23077 SW NEWLAND RD. C3 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY GENERAL CONDITIONS C 0 N T. - CENTER LINES wILSONVILLE, OR., 97070 o KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE PROPERTY LINES 503 348-2237 r FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER - RIGHT-OF-WAY LINES W IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR - - - - LOT LINES F- 00 ro REPORTS FROM THE PERMIT , PERMIT HOLDERS ENGINEER OR RACTOR DITCH LINE 0 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED VALIDATE CLAIMS F MATERIAL O OR RCONSTRUCTION ADEQUACY/COMPLIANCTE. SUCH TO W -' FLOW LINE AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. WATER LINECL CIVIL ENGINEER z /n CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. SANITARY SEWER LINE PACE ENGINEERS, INC. O 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND SD STORM DRAIN LINE 5000 MEADOWS ROAD, SUITE 345 F_ w m 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION c GAS LINE LAKE OSWEGO, OR 97035Ld V) I GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. UP UNDERGROUND POWER LINES W �' MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND UT ANDREW REITER, PE, PLS �-- UNDERGROUND TELEPHONE LINES in AND MATERIAL. U1V andyr®paceengrs.com cn 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. UNDERGROUND CABLE TV LINES N P_ OVERHEAD POWER LINES PH 503-597-3222 x REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. Q x 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE OHL OVERHEAD UTILITY LINES FX 503-597-7655 Lv �-- `t WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND CHAIN LINK FENCE ~ I� PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT O m oo FINAL LIFT OF ASPHALT HAS BEEN PLACED. -" " " " "�X WIRE FENCE V PO DANY RAINAGE �ONTRO CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE _ WOOD FENCE SURVEYOR cn z 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND NEW STORM MANHOLE G&L LAND SURVEYING DATE SEPT. 22 1999 x 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO ' CL o NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN So NEW STORM LINE LODESTAR SURVEYING, DATE OCT. 1, 2007 Q WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN SHEET LIST a Q WRITING, OF ANY/ALL ASSIGNMENT CHANGES. ABBREVIATIONS F- a- 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND W D 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, cc o w HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED AC ASPHALT CEMENT EVCS END VERTICAL CURVE STA PA PROPERTY LINE SHEET SHEET TITLE LU f- SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA CHAP. AGGR AGGREGATE EXTG EXISTING PSI POUNDS PER SQUARE INCH cn SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE 437 DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL APPROX APPROXIMATELY EX EXISTING PT POINT OF TANGENCY # ~ z U-1 x CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK Z F-- NOTIFY THE CITY INSPECTOR OF ANY ALL ASSIGNMENT CHANGES. BCR BEGIN CURB RETURN EXIST EXISTING PVI POINT OF VERTICAL INTERSECTION G1 COVER SHEET ON-SITE WITH AFFECTED UTILITY AGENCIES. / BVCE BEGIN VERTICAL CURVE ELEV V W W Lei EYE EYEBROW PUB PUBLIC 0 BW BOTTOM OF WALL cn m 20. A TEMPORARY HARD-SURFACE PATCH COLD MIX AC OR HOT MIX BASE PAVING SHALL BE 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER FI FIELD INLET RED REDUCER C1 EXISTING CONDITIONS ON-SITE (� ( ) BVCS BEGIN VERTICAL CURVE STA FG FINISH GRADE RET RETAINING WALL 0 (n PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF C2.0 CIVIL SITE PLAN ON-SITE w > CDS CUL DE SAC F z x ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. /L FLOW UNE RD ROAD c=i� HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS CL CENTERLINE G A GUY ANCHOR RT RIGHT � COMB COMBINATION / C3.0 1200C COVER SHEET ON-SITE m I THE PROSECUTION OF THE WORK. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. GUT GUTTER SAN SANITARY SEWER Q Q 0 CONC CONCRETE ST STR STREET C3.1 EXISTING CONDITIONS & PHASING PLAN DI DUCTILE IRON PIPE HORZ HORIZONTAL / W 00 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND IE INVERT ELEVATION STA STATION ON-SITE v o HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. DRAIN DRAINAGE LAT LATERAL STD STANDARD (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO DRWY DRIVEWAY C3.2 PRE-EROSION CONDITION ON-SITE W OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO LT LEFT STM STORM Y I INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. DSGN DESIGN MAX MAXIMUM S/W SIDEWALK C3.3 GRADING & EROSION CONTROL ON-SITE Im 0 x AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' ECR END CURB RETURN o MH MANHOLE TC TOP OF CURB Wm w EXPENSE. - SEWER & STORM: CITY OF TIGARD EG EXISTING GRADE MIN MINIMUM TEMP TEMPORARY C3.4 EROSION CONTROL DETAILS ON-SITE o Q Q ELEV ELEVA110N TOC TOP OF CURB Ld 2 m 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY - EROSION CONTROL: CLEAN WATER SERVICES (CWS) N.T.S. NOT TO SCALE C3.5 EROSION CONTROL DETAILS ON-SITE W ci. E/P EEOP PAV PAVEMENT TW TOP OF WALL N J REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY - STREETS: CITY OF TIGARD ESMT EASEMENT BAR IS ONE INCH ON DATE: o ion >_ IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE - WATER: TUALATIN VALLEY WATER DISTRICT 503 642-1511 PC POINT OF CURVATURE TEP TYPICAL ORIGINAL DRAWING °p,-cv v PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS ( ) EVCE END VERTICAL CURVE ELEV PED PEDESTRIAN VERT VERTICAL C4.0 GRADING PLAN ON-SITE 0 1- 4/8/11 V)r�c I - FIRE PROTECTION: TUALATIN VALLEY FIRE & RESCUE SUPPORT OD Uj0 CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). DESIGNED BY: CHECKED BY: I SERVICES (503) 642-0396 �rr-,,�,, C4.1 GRADING PLAN & SPOT ELEVATIONS ;7,6 6u] - NATURAL GAS: NORTHWEST NATURAL (503) 226-4211 AAR BDL 0�� o0 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE • ON-SITE o "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE ® JOB NUMBER /��o•- EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE C5.0 UTILITY PLAN ON-SITE 10838 REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY MONUMENTS AND BENCHMARK APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST. °-�`r¢x BUILDINGS TO THE SEWER SYSTEM. C6.0 DETAILS ON-SITE �'vi CITY OF TIGARD, BENCHMARK N0. 167 ELEVATION = 221.84 FEET 2-1/2" BRASS DISC IN . CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH Lij 1;j ;j ORS 952-001-0010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION. DWG NAME: mm�Q_j THE WEST CURB OF S.W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE C6.1 DETAILS ON-SITE P10838-C1.0 CO aFF-zE 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON OF S.W. HAMPTON STREET. (ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059 Knowwhafs below. z H-W li A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT Call before you dig. C6.2 DETAILS ON-SITE SHEET G1 �a_JcWnw NOTE # 5.) �cna_�x _ __ _ __ __ __ u w . :1__,;, , j\, . <11 , i w, -_ - ._. _ m M b cc , p I -, ,_.... __-------- •_••_..' . _ _ ",s.. 10 \ Ox W •- 14 �„ �- f 11 1 `11 \ _ 1 \ lgya , •1 ��;, y 1 , 'v ,.',�•^�a% A\ ti �Y�i'� `, `!I,f,�+' --" I1 I } I f� �`\. �..11:I -._---- .....ate �IN, -\ b.. \ � .", \ , 1,+ � , I I I I ,\\� \ - I I k ,. \ t , \\ - ", '..r,..a,t •t ,. '" � / ��..................}0)�-•...._.._..�..._�• ...... •-••---"••••............„,,,,- EI `\ _..- '.\ i ' ��:. � °" I 1 11 : 16 I E \ I'1 t�\ O 1 ', 2�,. �' l `4t 1 :, q /_ I 1I ... ....•• ._._._ ...\ { \I ,4- � I, g i, , M, �, _ ,\ n 1 g * ' 6 t ? I \ \, ; 1«) it - ',_•,..,�''.,\ 3f3" ' s6 kI'll t" I 1At' '1 3" \ �` - •..' +. 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I . > ...:L.. . i. i� �k•; x••• :r' f a 0 - , t / r' 4 "� J a cn t �W 2 t e,. ,•••sem"-^..- J J t , d z 5 i a a. f W r I 2 rv� � } a_ 1 .' i _... '• m, / ,�, .' a., 6 l _16 /p,y� _ l 'i � , moi. muui�, 9-• 5 r mV J' „ ,K;,,,,,.,s .F w+y., t eS rs i ', - \ t t �e> �: d._°. _ . . ...._... ,, _ r .. . , , r' .11 .:. ., - f �" �.r �, -- a �r r , -- F / \ i. -�- _ _ :. . .......•,.,. ,.,""'•+, . , �:�: .. ... .,.... f ,N'° 2�0 �: ,, ,. �.®moi® .-`.•..... . � `� � �..�..t-` rr. J" •^::x�usfc+f ._...,. �/ ti - • ,. � - ._... .y--...«.. .._ „, ?�..,., -........- ... . :.t��_. :is C/� _... _.. `... ♦ ': ,./ / ..a• : / ♦ .T9' �' � •.�y..'-;,-•.. �i•_....„.. .............\ '."M a»...� h5 i � iq'r - i� i �f` I p m � LE = � n \', :2 � \ /" „x zr^ £ �, � \ x \ , r :\ i 1 18 i 1 2V �J 2 P ` E M ) _. _ , _._. , UC i m: ION LIMITS = :<: cn c`�i LE = 202.28 (24 CMP) , r'' t � f � i "G" -® w,,� .,� `v�- ,. ~ ta, : � / ;Ykyy. �` ._-....,-••.-•_,.-,..,,_,.,.. -_ _ _e r w -a * c 11 1i i 11 �ztj ; '' ` , w 3 I t, /°" i j, -/ i br i. i ♦ „J , ', ':` ...,,.•„,..•,.,.E It ..•.....- ,,..... ,,..... ..,. 0_ STORM SEWER NOTES !�, / f r 7 ! �` i L /I I I co 0 `- - '" 2 ❑15 STORM MANHOLE: I 1.' ` s "r` tt 57/ 4 f j +} ","; 1 f! r \. ',___,Y. f ,/ v :w i � D �I/ s ` 3 o N RIM ELEV. _ 257.29' & i a ` . � '� � s`f S£} S s , \m> j ! I t ( i 1` ti 1p /` / d° ' I f ' 7 ( m aIS mi ^� I, I I.E. IN NE = 248.11' (30" CMP) I I' i. I ' s f,t,... E ', r`,% / t £ J f :f f' T;i 'II/ : a ami rn I.E. OUT SW - 247.79 (30 CMP) I ' 4.w1 i I i' `�.. #' ;' � O C,i -c ( �. 'I7i E R SI':RICTION r t I l' f r ' 1 ' � ; o o °' ❑16 STORM MANHOLE: CATCH BASIN GRATE € ( "4s2 •} , `t<. 6i a) = °J >f S' r' a;ll t I o c� RIM ELEV. = 252.65' ) f ! F I ��} i { `� � 3 / 1 ' �} ci . C� co I.E. IN NE = 249.19' (12" Pvc) I 1� _Iw 1 '�\.y i\ r ` �� II: TOPOGRAPHIC LEGEND I.E. IN NE = 244.64' (30" CMP) ( �. i ag ' ♦ f` '^ f , ' i ,` ° i t° r r ' >� - " / I , e ;' I.E. IN E = 246.41' (18" PVC) fw� !° / _ _ P " I , I .I ' `r4 '° �" / ?�� a� ''`"`�t \\ E' N ry - UNDERGROUND TELEVISION LINES ® CATCH BASIN MAIL BOX �(,� ��F� I.E. OUT SW - 244.35' (30 CMP) ;. ! _ i I y._ T - _ ,' ..- ;," •1 ""t 3 w 1 III r' �� ` / t, f / ,' `\,..lfp r' , ..i,.,. ....,. •"'.,•r°,1 `a' ru t,:^'' ,:,. '+d." { r` E GINAEF 1 I E Y / I� % / f r /' r ,� . ;� ��)7 .t II # G - UNDERGROUND GAS LINE O - SANITARY MANHOLE - GROUND LIGHT �5 �N F 19 STORM CATCH BASIN: , r s / s f a # i 14,7 8 ❑ �f / : ;' �1i ! \ \ , 'iceIII I RIM ELEV. = 213.19' \.I * s, �! _ (UNLESS NOTED OTHERWISE ) I.E. INS = 207.37 10 PVC I J /, i '~;, a f11 y. 'r � ` �% �y ` °� ( 1 W UNDERGROUND WATER LINE E \� } /: \„J,r- r / [�i °n..'3,,, /` -r., I` {•a�`�"-r qa S i I } I.E. IN E = 207.44' 15" PVC E i ( 4� /, ;,. l �' sv I,- $ \�Y ; �s- � 1 1 I F / r I I £ Q❑ - STORM MANHOLE - ' j m %11 '\�� ;' / \ t t i ✓/.' i ,} �" { T - UNDER GROUND TELEPHONE LINES DECIDUOUS TREE ON I.E. IN N = 208.44 10' PVC; ,r, `11'' r''' , ""' i } , ,. rr� t , l '/ I o I.E. OUT W = 207.44 (15" PVC) �' i' 1i ` ' i i "1, % .;z gg . .3 ; ,` f { f u ,� ; WV °b { ♦ �"` . �_ / {� r' F �� I� I r' S5 SANITARY SEWER LINE WATER VALVE ary 2g, 20 STORM CATCH BASIN: / ' / ./ / i ) RIM ELEV. = 211.99' y °t: ,' -3" / ' ' / t' �` ( - �'i �'" ` '' �" i - - - !t ; / .♦ ;. F ' ;:. ♦ s i'' t0 r P UNDERGROUND ELECTRIC LINES ® WATER METER CONIFEROUS TREE RFIN A. Fid I.E. INN 210.39 � PVC) 43 f'" s : / . I.E. OUT N = 209.24 (10 PVC) °\ `�� J ' - ' i it i /i !% ,;� k / a ' �' / i f :` -OHW- - OVERHEAD POWER LINES -(�- - FIRE HYDRANT EXPIRES: 12/31/2412 (' 21 STORM CATCH BASIN: .ill -. / %' 0"/ t` �, ' / ; �` SHRUB ✓ 4. 3 RIM ELEV. = 214.35' 7 6 _ ♦ t ' ' !. ' - STORM SEWER LINE - STREET LIGHT - /` ./ / / % > „ .> , I j' 0 I.E. IN N = 209.60 (4 PVC) I €� ,. t. ♦. 11 / z / ♦, ;'` 1, Jo % i / / ''f /% �, - - w I.E. INE = 209.65' 15" PVC) I \ - ,'" i % ! ' ,. ",' J'' 5�'�/�I 5$ X CHAIN LINK OR WIRE FENCE SIGN I.E. OUT W = 209.60 (15 PVC) \- i/ J; , J / / + �' p - RIP-RAP ` !/ r,. /•'LLW'{ /' 1. 'J' 1' / ,. ,, N➢ 1 19.5 X 18 10 / r ` r-- .? ,� /: ;' 5 , \�. ,� ! % ' i' ' ,' _ -O- - UTILITY POLE r ❑ 1 �' 1. J A �` i ♦ ,� r. ❑ WOODEN FENCE 22 STORM CATCH BASIN: 42 � / / / j ;' CJ RIM ELEV.Y= 216.18' ' ! I - 211.64' 12" PVC , f 11 f;_ 1 _ - 0I I.E. IN E ( ) I `. _ .� . / J'' � i / / moi` .�,�' DRAINAGE FLOWLINE GUY ANCHOR r7 I.E. IN N = 212.05 10'. PVC) ;IrI; �"" f,,,\,, ._:.. . j 1 % i t ♦' Z I.E.00 INN = 213.72' 4" PVC) I P\ D azm.s -- ,,� :! . f j / , EXISTING A/C PAVEMENT EXISTING GRAVEL EXISTING CONCRETE EXISTING BUILDINGS O i /. - f I.E. OUT W - 211.35 (15" PVC) m Yui} \�./': JJ- ' } I- € I / 23 STORM CATCH BASIN: 1-11 I ,�, , �. S �" f /' ,/"> r'!� / ,�, / f(/ ' + 5 . . . . . . . . . .ks;:- s,x. ' ❑ = • `s...,_..,,,,_. ....,.. _._. �......_-..___, .--,_. ._,_. .....�,..-_.............• , J `14-" . 11" 1 I I . . . . . . . . . ;:�Nac�r.:• a;.: :; .�, ... Y v v t RIM ELEV. 223.22' ' x � ..;�;.;�, : s�:�I-:,;:. p:,' Z F- ' _ �� Y•`d i' ' ,:g / � , `",.•��a h::1�.,:r:>��`'•` ..i•.,�t2,•. ..•t•,'r: ••.r' W W W .Y ~ I.E. IN = 219.00' 10" PVC • x .: ,� T"�°�•`I Jj �:;,:,�*:' ,-;:.; :'�: z Q - w I.E. = f}R k� ` / , f: ' ;:, >�:�,::.-w :. Y Y INS 218.57 10 PVC) 1w i Er '.: �., *; *,•• :':.a Y v v s U - ' " , b r +7 �7 ,:'�' ,�' ' f / : ;II �:..t,.dc; ��.i•.�„Y`.�+.y, •y .� V J I.E. OUT W = 218.62 (12" PVC) :• . . . . . . . . . . :, ,n:.s, a p 24 STORM CATCH BASIN: I # i" "� '' '', t ; j} 1, , 111 . Q Q Q RIM ELEV. = 223.18' I £ I/ e" __ / , i II I Z U I.E. IN N = 222.03' (4" PVC) i j' I.E. OUT N = 220.09 (10" PVC) I !' ° / _ f II UTILITY LOCATION NOTES �_ Q E / � �/ /' I I ! s II I GASLINE INFORMATION WAS DERIVED FROM PAINT LOCATES X F- 25 STORM CATCH BASIN: i I I / f '} , II ` , THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM AND AS-BUILT DRAWINGS PROVIDED BY NORTHWEST NATURAL ~ RIM ELEV. = 252.14' ,i � 14" , i } t , W - " f r ,! IIf I LOCATE PAINT MARKINGS TIED IN THE FIELD SURVEY AND GAS. I.E. INN 250.71 4 PVC) BENCHMARK INFORMATION }' I� i ;, \ f, AS-BUILT DRAWINGS. THIS SURVEY MAKES NO GUARANTEES m I.E. IN E = 250.56' �4" PVC) r' ",�- "� 1a'., `''', � \..\ �\�:� � THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF ALL WATERLINE INFORMATION WAS DERIVED FROM PAINT LOCATES v=i I.E. OUT S = 249.24 (10" PVC) CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221.84 FEET I ,,' F "' %/\ / "-- SUCH UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES MAY AND AS-BUILT DRAWINGS PROVIDED BY TUALATIN VALLEY Z �-1/2 BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE AT \I. r ♦ ,• �. ' r NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY, WATER DISTRICT. Q 38 NOT USED I THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF S.W. 1 I . ,, j _•• � a f / i!;` r� . f BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE J HAMPTON STREET. i ,' % ` r I I" � 39 I.E. IN SOUTHWEST - 249.86' (30" CMP.) I ! /♦ 53' INFORMATION AVAILABLE. STORM INFORMATION SHOWN IS DERIVED FROM PAINT LOCATES, ' r / ;` `II e FIELD TIES AND AS-BUILT DRAWINGS PROVIDED BY THE CITY a " ! �' �/' / i f :" € : OREGON U1ILITIES NOTIFICATION CENTER WAS NOTIFIED ON JULY OF TIGARD PUBLIC WORKS DEPARTMENT. Lu 42 LE. IN NORTH - 215.81 (10 CONC.) �' T 11\ I I! J ❑ ( / c".) j' ' I ;' I I 26, 1999, TICKET NOS. 154381, 154405 AND 154414. THE H F- 43 I.E. OUT SOUTH - 213.62' (10" CONC.) " �` !'" �' i'� /,! I II' FOLLOWING LIST OF UTILITY COMPANIES WERE PROVIDED: SANITARY SEWER INFORMATION SHOWN IS DERIVED FROM (n ' ' „.„-/' / / i" `�I I NW NATURAL GAS PGE PAINT LOCATES, FIELD LIES AND AS-BUILT DRAWINGS 0 w 44 NOT USED HOUSE , _,(L/A`+ , i I � CITY OF PGE GTE PROVIDED BY THE CITY OF TIGARD PUBLIC WORKS Li- ;ALL UTILITY INFORMATION SHOULD BE FIELD VERIFIED BEFORE \, /i I I+I ODOT TCI CABLE DEPARTMENT. w I I !DIGGING. MUCH UTILITY INFORMATION WAS "UNKNOWN" TO i, i,iw'm" i TUALITIN VALLEY WATER DISTRICT 46 STORM MANHOLE: w RIM ELEV. = 211.38 I ( I / /, ;' \,.,. ,�.z `: ` :F I' I i ALL OTHER UTILITIES SHOWN ARE DERIVED FROM PAINT o LE. IN NE = 206.90' (12" ADS) I I : . I � /ED AS PIPELIN � ' III � �e _1-:,. .•: LOCATES ONLY. W z m I.E. INE = 205.19' �15 Pvc) I . : '.` ": \ ,r MST .3} lei' : . •' ` SANITARY SEWER NOTES TOPOGRAPHIC NOTES (,) w V I.E. IN NW = 206.90 10" ADS , TERMIIU \CfF PK2;28 Ld LE. INN = 205.44' (12" PVC) ) Qf +' BOOK 539, PAGE 213 fr52'P G 5120'I I Ir t 1: � Q to - LE. OUT W = 204.99 (15 PVC) E w ,. / .,, 11 . 3 SANITARY MANHOLE: ...., _ ..... ..... -c - - fl - m /i' ;'` �` «"" ,- 1-6 NOT USED V) 47 STORM MANHOLE: i • _ _.... ... - .,, L .227 -f 700.04, I ",�...�`, ~ 3 �� RIM (ELEV. =1211.82' Oft z 1714 RIM ELEV. = 213.84' ! - .- / I.E. N N = 99.83' (8 PVC) 6 n C14X LE. OUT S = 202.83' (12" CONC) { ` .. -r -• ..i _....., 1a I " �. 55 , _ _ I x `r : r > -••• i`s i I.E. IN E = 199.83 8� PVC O og 48 STORM CATCH BASIN: I " : .. - l \ •• •„, _ - �8 PVC LOCATION BY AS-BUILT DRAWINGS ONLY Q 1.4" ❑ I E IN 9.9 • - ...,... .-...-,.,. --- ,_.... ....... ........ I.E. OUT W 19199.80 (8 PVC) O (�' RIM ELEV. = 212.02 ..• _..... _..- m - `° ��_ ��f; �� _ IY,J 00 I.E. OUT SE = 209.82' (10" ADS) FIELD SURVEY COMPLETED: SEPTEMBER 22 1999 a ""` �. -"", ' /% " , __ O F- I� , I � ,, O SANITARY MANHOLE UNDERGROUND U1ILITY VAULT O 49 STR MM ELEVHOL210 72' BY BYUR OADSTAR SURVEY N OREGON 14 -.1h' I.E. INIM 217 20'0 8" PVC W I 14 I , %.: 4 " ) 8 NOT USED U I I.E. N = 202.83 (24 CONC) 15 WATER PIPELINE 30 ROAD & STREET I I.E. OUT W = 216.91 (8 PVC) OIm X WETLAND DELINEATION BY HARRIS STREAM EASEMENT AS PER 30' ROAD & STREET IEASEMENT AS PER N" ( 10 CHICKEN COOP il ©SANITARY MANHOLE: w 25 STORM CATCH BASIN: , SERVICE DEC 2006 BOOK 361 PAGE 674 : EASEMENT AS PER 1 BOOK 420 PAGE 241, :;;,;; _ RIM ELEV. = 250.03' (/) RIM ELEV. = 252.14 1 i BOOK 539 PAGE 213 IBOOK 420 PAGE 243 1, /''` `` I 11 WATER SERVICE MANHOLE Q € I.E. IN E = 234.25 (8 PVC) O Q LE. INN = 250.71' 4" PVC) s I& BOOK 515 PAGE 415 ?; `.... Uj�M m I.E. IN E = 250.56' �4" PVC) 52 STORM MANHOLE FLOW CONTROL: 55 STORM MANHOLE: 57 STORM MANHOLE: 60 STORM MANHOLE: }_ I I.E. OUT W = 233.81' (8" PVC) 12 NOT USED > I.E. OUT S = 249.24 (10 PVC) { RIM ELEV. = 254..03' RIM ELEV. = 261.47' RIM ELEV. = 213.50' RIM ELEV. = 218.50' BAR IS ONE INCH ON DATE: I �O w ! � " � �� " � " .�,�� ,.�,, 1 p SANITARY MANHOLE: `,.: # RIM ELEV. = 211.10' ORIGINAL DRAWING O I.E. IN = 249.50 �15 "PVC) I.E. IN = 253.08 PVC I.E. IN = 206.23' �48 x33 CMP) I.E. INE = 212.50 �30 CONC) 13 MANHOLE (GTE) 00 50 STORM MANHOLE: I.E. OUT W = 245.60 (6 PVC) I.E. IN E = 253.08' �15�" 15PVC) I.E. OUT W = 206.23 (30 CONC) I.E. OUT W = 212.40 (30 CONC) , _ I.E. IN S = 200.90' (8 PVC) O p 1" 4/8/11 n ,w I RIM ELEV. = 250.31 I.E. OUT NE = 248.54' (4" PVC) I.E. OUT N = 251.58' (48" PVC) I.E. OUT S = 212.00' (10" PVC) ' ❑ I.E. OUT N = 200.68' (8" PVC) 14 CONCRETE WALL DESIGNED BY: CHECKED BY: 00 wU I.E. IN E = 245.06' 6" PVC) 58 STORM MANHOLE: m� • 63 STORM MANHOLE: O�� - , " , , r.-V•-w I I.E. IN S = 244.51 15 PVC) RIM ELEV. = 214.71 61 STORM MANHOLE: RIM ELEV. = 247.40' 15 PIPE BURIED LOCATION UNDETERMINED AAR BDL /O O I 53 STORM MANHOLE: 56 STORM MANHOLE: t O CV 04u-t� I.E. OUT N = 244.31 (15 PVC) RIM ELEV. = 257.69' RIM ELEV. = 261.19' I.E. INE = 208.00' (�30" CONC) RIM ELEV. = 219.00' I.E. IN E = 237.75' . CONC) � 51 STORM VAULT 6' X 12': I I.E. INS = 250.89' 48" PVC I.E. INE = 253.39' 15" PVC I.E. OUT W = 207.90 (30' CONC) I.E. IN E = 211.50 �10 PVC) I.E. OUT W = 237.65 (30' CONC) o_r r->_o ❑ " ) " ) I.E. OUT W = 211.60 (10" Pvc) JOB NUMBER /_�O.- RIM ELEV. = 251.06 I.E. INE = 250.89 �15 PVC) I.E. OUT W = 253.19 (15 PVC) 59 STORM MANHOLE: 64 STORM MANHOLE: EXISTING CONDITIONS 10838 t<x I.E. IN S = 247.90' �4" PVC) E I.E. OUT N = 250.69' (15" PVC) I.E. OUT N = 251.99' (48" PVC) RIM ELEV. = 214.83' 62 STORM MANHOLE: RIM ELEV. = 248.92' I.E. OUT W = 245.60 (6 PVC) Til •• I.E. INE = 210.80' �30" CONC) RIM ELEV. = 230.50' I.E. IN NE = 242.21' 30" CONC) w w[;j:2 w I I.E. OUT W = 210.60 (30' CONC) I.E. IN E = 222.50' .30" CONC) I.E. IN S = 240.75' Q 5" PVC) 0 50• 100• DWG NAME: 2:22 QJ I.E. OUT W = 222.40 (30' CONC) I.E. OUT NW = 240.41 (30' CONC) P10838-C1.1 EX z I-Z w SHEET C� w�oww J Q-J(n la_Cn o_O X i Q � o I \IIS o - - - - - - - - - - - - - - - - - - - _ _ � II W&H PAS CONST I FOR w Lo ULTIMATE 72ND z SW DARTHMCUM ST. 12'II ROW DEDICATION + IMPROVEMENTS — — —o EXISTING °- II / II I ROW DEDICATION FOR CURB N STORM DRAINAGE II — _ � — /� — — � I II STORM DRAINAGE co r- EASEMENT EXTG ROW 12 z ...... II o L/drl'S OF WORK // p O �; / C - MEN ). H 1 ON-SITE w • r Ilk .- - - : i 4.00 s m f i — i3 : 01 , .. r µ , > 400' 1 co LOT 2 00 / . INSTALL GRAVEL 1r 5I it 1: 38,136 SFS : / ALONG EDGE OF ii fit#. ': :! I LOT 1 � o; ' AC. 6" DEPTH 1 wi I; o` 3�, s. s ID 8767SF a EXISTING ROW ## ' I 9 - :: .:..2::.; '>TY,2 3 .. ._,. .............„„•,:.:7, It I! — ..:: ..^^ a W .... ............ > w,—..... _ �. .......... :.....:::: ji -o ca 13 WIDE SIDE WALK 'i...........:... lm:, c ca rn co § lig : _ m..7 60I : �• � I 6 3 w ca 3 rn t > , 3 PROPOSE " N 9r.' 9` CURB LINE � ' R;: !I��O; '.. .0 < . o � � i R=2.0 ,. 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WILSONVILLE, OR., 97070 503 348-2237 STANDARD EROSION AND SEDIMENT RA T/ONALE STA TEMENT PLANNING / ENGINEERING �. s �F ' MA COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRAC77CES (BMP) OP77ONS BASED ON DEQ's GUIDANCE MANUAL _ CONTROL PLAN DRAWING NOTES: SURVEYING FIRM I ► - - -= '= �� i ; , ;�� x.. � , , , I , HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE BELOW USTED BMPs PACE ENGINEERS, INC. �� 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY AND PERMANENT CONTACT- ANDREW REITER P.E. P.L.S. �. ��,' ` �` Q, .. � WERE NOT.CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EfFEC77WLYMANAGE EROSION PREVEN77ON AND SEDIMENT A ��. ��..- - �I!, SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. (SCH A 8.c.ii.(2)) ( ) CONTROL FOR THIS PROECT BASED ON SPECIFIC Sl7E' CONDI NCVVS, INCLUDING SOIL COIVD177ONS TOPOGRAPHIC 5000 MEADOWS ROAD, SUITE 345 , 2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. SCH 7.a.i. •��_��:-W: w>�-��,. �' .._�•. • ..:,,,•.. ,:*.,�. . .�'.; � ,��f�� ;,� ;;I�: 3. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. IT IS CONSTRAINTS, ACCESVBIUTY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE LAKE OSWEGO, OR 97035 :::, - ,� r r ..^•::. 'j' . .,. PHONE: 503-597-3222 a ; ' , `- -� f THE OWNER/OPERATORS RESPONSIBILITY TO INSURE THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. �-- FAX: 503-597-7655 . . 4 WELL AS SEDIMENT ,w OF THE YEAR (SCH A 7 b.) INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WE z �" INI TIAL w i= {,; s r tel; BASINS, TRAPS, AND BARRIERS (SCH A 8.c.i.(5)) PRIOR TO LAND DISTURBING ACTIVITIES. z NARRATIVE DESCRIPTIONS h _< % �� T _ , f fk. - ,, ; _ 1 f, r Jr `-, 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A 7.b.iii.(1)) o 0 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF j ff ��, f PROJECT LOCATION• w EXISTING SITE CONDITIONS EXPOSED AREAS IS ESTABLISHED. (SCH A 7.b.iii.(2)) I, <,� ' f 12625 SW 70TH AVE ~ 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT 0 '' f - `' u � ALL TIMES DURING CONSTRUCTION. SCH A 7.d.i TIGARD, OR * UNDEVELOPED PARCEL DRAINING TO CULVERT IN 72ND WITH EXISTING DITCH J , ` 'o<' j' 6,-• x ( ) F� �3 8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION OF TCONSTRUCTION INCLUDING WASHINGTON COUNTY OREGON 97005 Ld LINE FROM RELOCATED CREEK /J,�J ��; ��' �}£� > 4I /� ` .M � % PROTECTION FOR ACTIVE STORM DRAIN INLETS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCH A 8.c.ii.(3)) LATITUDE = 45' 25' 58.88" N, LONGITUDE = 122' 44' 59.69" W z DEVELOPED CONDITIONS r f; f� f o_ r qJ p WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. SCH A 7.D.11.(3)) > * COMMERCIAL BUILDING SITE CREEK RELOCATED TO PIPE I - - , , Jr � 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE PROPERTY DESCRIPTION: IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE TAX LOTS 100 & 300 OF TAX MAP 2S 1W 01AB WM WASHINGTON COUNTY OREGON PHASE II NATURE OF CONSTRUCTION ACTIVITY I ! I "' " r 6 WATERS. (SCH A 7.E.11.(2)) 11 ( I I ,� } �' i s!;` . IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES & ESTIMATED TIME TABLE I a I V EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES SPILL KITS IN ALL VEHICLES, a I I Is �/ , `i,y' REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, z * OFFSITE MITIGATION HITEON CREEK (2007) COMPLETE I 1 i ' t TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111.) * EROSION CONTROL AND CLEARING (APRIL-MAY 2011) ( - -- - -- - - [ �Y -�- 12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS: VEHICLE _ : - * GRADING (JULY 2011) " "" __..... _.,,..- -__.... W_.....,r. ,. J7 `�s ' AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND BMP MATRIX FOR CONSTRUCTION PHASES C!J M �'� E * UTILITY INSTALLATION (AUGUST 2011) I - - �L , WASTE HANDLING ACTIVITIES. (SCH A 7.E.1. (2)) 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS, PLACED z o M n * FINAL STABILIZATION AND CLEAN UP (OCTOBER 2011) '53 o' Elf - : - BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THE m c 0 o N SEDIMENT MUST BE CONTROLLED TO PREVENT CONTINUED DISCHARGE WITHIN 24 HOURS. ANY IN-STREAM REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LEST OF a �M TOTAL SITE AREA = 4.09 ACRES SITE MAP CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND TIMELINES SET BY THE OREGON m - NTS DEPARTMENT OF STALE LANDS. (SCH A 9.6.1.) AVAILABLE BMP'S. Co TOTAL DISTURBED AREA = 2.86 ACRES 14. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY o Y Lo _� 0 SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH A 9.B.11.) Mass UTILITY STREET FINAL WET WEATHER � c : (5 co SITE SOIL CLASSIFICATION: 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S (OCT. 1 - GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE OF NUTRIENTS TO CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST) �p PROFF 45B&C WOODBURN SILT LOAMZ 68% TYPE C, COVE SILTY CLAY 17.5% AND SURFACE WATERS. (SCH A 9.B.111.) EROSION PREVENTION N/A HUBERLY SILT LOAM 14.5 %M TYPE D 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE PRESERVE NATURAL VEGETATION **X x X X x HEIGHT. (SCH A 9.C.1.) 14t7q\ �- OTHER SEDIMENT BARRIERS SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH GROUND COVER X x \v ON-SITE SOILS HAVE MODERATE TO HIGH EROSION POTENTIAL. ALL FILL 17. ABOVE GROUND HEIGHT. (SCH A 9.C.11.) HYDRAULIC APPLICATIONS x x ssw ON (BASEROCK) MATERIAL SHALL BE IMPORTED GRANULAR FILL. 18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A PLASTIC SHEETING x RECEIVING WATER BODIES: > 9.C.111.) MATTING dry 23•�9,C1`� z 19. SEDIMENT BASINS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY DUST CONTROL X X X X Q gFVv q REQ SW aAYLOR ST PERCENT. (SCH A.9.C.IV.) TEMPORARY/ PERMANENT SEEDING X X X o RED ROCK CREEK 20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) EXPIRES: 12/31/2012 M FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN BUFFER ZONE w (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE OTHER: H SW CLINTON ST DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SEDIMENT CONTROL w N PERMITTEE'S SITE INSPECTOR= SYSTEM. THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM SEDIMENT FENCE(PERIMETER) **x X X x x x o N PACE ENGINEERS INC. SwOARTMOUrH SITE MUST BE OPERATED AND MAINTAINED ACCORDING TO MANUFACTURERS SPECIFICATIONS. (SCH A 9.D.) (INTERIOR)(V X Sr SEDIMENT FENCE INTERIOR X 0 -f 5000 MEADOWS ROAD, SUITE 345 21. WATER OR USE A SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN STRAW WATTLES X X 00 1 LAKE OSWEGO, OR 97035 CITY OF TIGARD SOIL. (SCH A 7.B.11.) Li! ") 7t PH 503-597-3222 WASHINGTON COUNTY 22. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMPS. (SCH A 7.D.11.(1)) Li.l o FX 503-597-7655 OREGON 5 23. ALL" PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES O ANDREW REITER, PE, PLS SW ELMHURSTST OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH A S.A.) FILTER BERM W Imo- x andyr0paceengrs.com 24. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE INLET PROTECTION **x X X x X X w F-- w o PE, 30YRS EC PLAN PREPARATION, 217 WORK. (SCH A 8.C.1.(6)) DEWATERING > O7 V) w FIELD INSPECTION AND PERMIT 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH A &C.1(7)) O I 1__*' o COMPLIANCE _ _ ( )) SEDIMENT TRAP ZO 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. SCH A 8.C.11 L-3 a 3 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS OTHER: (, Jco cn FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.11.(D)) RUN OFF CONTROL O INSPECTION FREQUENCY sW eEVELANo ST 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED CONSTRUCTION ENTRANCE **X X X X O �_ V) AREAS. (SCH A 8.C.111.0)) PIPE SLOPE DRAIN I SITE CONDITION MINIMUM FREQUENCY 29. AT THE TIME OF FINAL STABILIZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, 0° INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8.C.111(2)) OUTLET PROTECTION x x x U) SW HAMPTON ST 30. AT THE TIME OF FINAL STABILIZATION REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABILIZED, SURFACE ROUGHENING X zm 1.ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, NOT TO SCALE UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.111.(3)) CHECK DAMS > INCLUDING RUNOFF FROM SNOWMENT OTHER: IS OCCURRING. c/) 2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND LOCAL AGENCY-SPECIFIC EROSION POLLUTION PREVENTION Q � INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN VICINITY MAP PROPER SIGNAGE x x x x x IOF SITE INACCSSIBILITY WORKING ORDER. ANY NECESSARY 14 MAINTENANCE AND REPAIR MUST BE MADE NTS CONTROL NOTES' SPILL/K T O -SITE x x x x x VJ o 0) PRIOR TO SEAVING THE SITE. of 3. INACTIVE PERIODS GREATER ONCE EVERY TWO 2 WEEKS. 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL CONCRETE WASHOUT AREA X z cifw X ( ) EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. OTHER: W THAN SEVEN (7) CONSECUTIVE z 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, W N CALENDAR DAYS LLl AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE °° 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE O z THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR OI DOWNSTREAM LOCATION DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 0 M 0 ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. Q 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPs THAT MUST BE INSTALLED ARE A GRAVEL CO Y w M HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE Q v 0 INCLUDES THE EC INSPECTOR. MAINTAINED FOR THE DURATION OF THE PROJECT. Sheet List Table 1200C w v x ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE Im g w REQUIREMENTS. TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. Sheet o°- ¢ 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY Sheet Title W 0 a m INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). Number > REQUIREMENTS. 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY BAR IS ONE INCH ON DATE: I cD�- w ORIGINAL DRAWING 000 CV N CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE 1.0 ZD TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, C3.0 1200C COVER SHEET ON-SITE 0 1" 4/8/11 00 wv FORM OF AN ACTION PLAN. ROADWAY, OR OTHER PROPERTIES. C3.1 EXISTING CONDITIONS & PHASING PLAN DESIGNED BY: CHECKED BY: o I ATTENTION EXCAVATORS /oow� OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY Tl-IE OREGON UTILITY 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. ON-SITE AAR BDL DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL C3.2 PRE-EROSION CONDITION ON-SITE NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 JOB NUMBER 0 APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC C3.3 GRADING & EROSION CONTROL ON-SITE x TME PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. 10838 �;i • THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT C3.4 EROSION CONTROL DETAILS ON-SITE w COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE DWG NAME: M M:2 Q w10838-C2.0 EC a1=l=zL1_ OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. C3.5 EROSION CONTROL DETAILS ON-SITE ZI-�w PLAN. 503-246-6699. 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. w�oww SHEET C3.0 -JQJ(nx Ecnd::D3X 3E €€ Ipj - w I 00 FF jj ff ...s.. -I E ,......, \, 24' - O .€3" 3``.I,# j V- " i 11 , .•,.2s - -o' ��. /i3 4a `"Y`I \ 2.t�" 11 _ Y,. 40 \,, 30" _ " -_ _ 14 e t '`, / 1 I 1i } 1 0 ., t F 4 -1 A . 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U ° ~ L Tt„ f' : r� �} 1 € PHASE I / .t' ' . �„ o STOR SE R ,, € , 57 /` 1 /� f } 7 , l I ® x #a.,g3 �.._ � � � k I? /'/ ,a' '"` `�" `E/ €' O / , / 1 % s0, i / ,g.ter `"`~,.,i' ,y t' ? w / /; f. ` 2 --1' f##f• rn O N / ;✓, `v; �}; : , F ;' f h. } 6.@ ! f �`,,,,,: ,yi, +'v . ,i j `✓/ I 1 c N (SS 15 STORM MANHOLE: , 'F': _ ' I f ( ;' I f; i �''r 7 7 # °' 3 0 o RIM ELEV. = 257.29' ; I I ;l f I s r r " r k s` r_` / ;� I I s t ! �;f i r f 7 # £ o �c� c> I.E. IN NE = 248.11' (3D" CMP) ` ' 'f �#`i ;iY. >, r L. : t �'� }� �� _� 6 Il ,' f' ' # w tL/i ✓ J a ar J.r.. i d` �. k f t f a i- -,, f' y/0 r r r �, .o, r ; N Cn l(7 I.E. OUT SW - 247.79 (30 CMP) ! I I I PHASE III / } �: ' ' a O (� ❑ �, U, EE RFSI'RICTION s / f I i ""' '� `� f LIMITS OF WORK � CY) _4, . 16 STORM MANHOLE: (CATCH BASIN GRATE) I : r x / I � A " o / �:% �c / f j ``11' "< p Y CD = v RIM ELEV. = 252.65' #' � /{' 1 vl r' «w / t t �°; , / �g,t f %f Q . U Co I.E. IN NE = 249.19' (12" PVC) I . I r \ /, ',,-/ , F / t` 7 £ > .. � \ / , }; ' /' f` c TOPOGRAPHIC LEGEND I.E. IN NE = 244.64 (30 CMP) I - ; ; : PHASE I i r ; f � �- �, 1 I.E. IN E = 246.41' (18" PVC) I PHASE 11 -_ „ ) fi l t.�' '° r I . t`d _ ,-,-c ...Y \ 3 m ry - UNDERGROUND TELEVISION LINES ® - CATCH BASIN Q - MAIL BOX <I �,0 PROFFn I.E. OUT SW - 244.35' (30 CMP) : - f `;;' / / ,> _ _: � 3 i I i `� U� i 3" / , z"i w j e 05 I j j I F '- 7 tea' a ,� F`' 1 i GiNF ': r b,..:{ , : i I ,b' °� / r / r"" ,i f' c r= i' ' ' f r ^'s.,.".�•-.'.•••-F�., .sU ri�` f '°' .f a111 +. 4 r' - N F j # #I G UNDERGROUND GAS LINE O \ 9 19 STORM CATCH BASIN: W ✓ ,` / , ; 1' �,� /` r ; r '* +' a I j E i - SANITARY MANHOLE - GROUND LIGHT 14 7 8 RIM ELEV._ 213.19 , I �,- :3 /:� .t f °" l f ��` �+ ^�'•. .1..,, ' F` \, " kf f S I I ? I } _ (UNLESS NOTED OTHERWISE) l I.E. INS - 207.37 10" PVC I j # W UNDERGROUND WATER LINE f r ./ �I r` �� _•�" t ! i i,'.^•'' i .,.3 t' fx,t i,<u f r. # f I.E. INE = 207.44' 15" PVC '/':\ IIS ffff ��: f€ �iL. r'' v" t 4� :' � r ��'� s r I 1 f E I # O� - STORM MANHOLE �\ I.E. IN N = 208.44 10 PVC Z 1s ! �""i ' < ,,,,,,I: " �� 1 ' - # T UNDER GROUND TELEPHONE LINES DECIDUOUS TREE �Q�ON +�,� !^ 'rIa-` rte"° f'"_ / ,r" >-ta 00'"',.._'" --. rta� , f i e r *d i ! f " r ` O I.E. OUT W = 207.44 (15" PVC) W r f 3/ % ;l i ` ' � :t' ', '� ""' { i E 9°� % l , .. ,.: ; � I i 1 .� � F,� ' ; I SS - SANITARY SEWER LINE - WATER VALVE a, '� 20 STORM CATCH BASIN: y � 11;: 0 E '/ '' ! // l ;' i ) ) �, J'w �'i'j 'f R y 23 U' RIM ELEV. = 211.99 x , i /' ' [,.." �r, 1 } , /{ / t _ - - Q Q , } ! / % ��" w P UNDERGROUND ELECTRIC LINES ® WATER METER CONIFEROUS TREE \ FIS/ A. R�� I.E. IN = 210.39, �4r' PVC) �' l r i / i' r'' f / I.E. OUT N = 209.24 (10" PVC) 'a \,F � r, � \ 4 / /' .. / '' '' / / t` ' i' i' /j r ' i ,' OHW-- OVERHEAD POWER LINES FIRE HYDRANT / I ` EXPIRES: 12/31/2012 Z 21 STORM CATCH BASIN: a I ' " ✓ / WETLAND / /' a;/'r / i ' / ; 1 r I - u) RIM ELEV. = 214.35' C4 / x. '/ l � ��r�. .. .�r.� i � r /' ; _ SHRUB „ r; / ' �' v / / j, // ,/ STORM SEWER LINE � - STREET LIGHT I.E. IN = 209.60' (4 PVC) �„ k <;,� I i /- �`�, /" /, . ;, u / ,;` / I.E. IN E = 209.65' Q 5" PVC) ' /.` I / RESERVE l,. /pM �° '' ,-, ,i i `� % / / /'53 `' 5I - - I.E. OUT W = 209.60 (15" PVC) ,, ;.t r a , ,// /••" art ✓/ �' ,/ / j / ;/" / ' X CHAIN LINK OR WIRE FENCE � SIGN � E 19.5 X 18 10 - RIP-RAP ro 22 STORM CATCH BASIN: ' 1. Y 42 i/` ' "' /� � / . � ��/ ii�''1,��! :? I -'-� - WOODEN FENCE -O- - UTILITY POLE RIM ELEV. 216.18' .171%11 f H/ r ! / �'' i , „_.. ✓PHASE IV I.E. INE = 211.60' (12" PVC) ' '; ' Yf W ,__ ,' 11 .'� , % jf ' 0 r \ �,: ,/ 1, 53 '� - DRAINAGE FLOWLINE - GUY ANCHOR M I.E. IN N = 212.05' 10" PVC) .; ! 3 ,.�,«....... � i �` " /° f I—'` ' Z 00 I.E. INN = 213.72' 4" PVC I °-. .'- a i..° ''` 4U". ��\a. ! / km i ;p p I.E. OUT W 211.35 15" PVC �/! n 4 '. Zia'" , l` ,�.'/ / /- `` EXISTING A/C PAVEMENT EXISTING GRAVEL EXISTING CONCRETE EXISTING BUILDINGS _ J ( ) # ,,r } ,7 , / " ¢ rL .. 23 STORM CATCH BASIN: / i - _.,_ ��' 1 ! / i ' a.. ` f'r 36 h ~ Q. ' -'€,€,e 1 rd'` r } r ,.a:,.tai'�'S+-r:rki� `.." "A:1,"..".• � . RIM ELEV. - 223.22 i i Lij _'•'•"" ., ..�' r X``__r . , 1 , t . , . . , . . . . . i,?: ti`:.:M;:�i"i-. ''-" Z � w I.E. IN = 219.00' 10" PVC , /'�. rri: �a�a4r.r:.r / 5'; �r�::.i .. .-R.<:« ;• v W W W _ W I.E. INS = 218.57' 10" PVC " 1'.f.gfv, , ' j %-r a:'.:>"..`';.�!t;:rj•'•+. � . v W W Y O z V/ (l) I . I ° .,_..--.- _..�♦ ..\,c::r 1 / :'i' J:v. •!V�i'a1, .t•, •.".J <Y W W `Y / ?37Q k ,f,. / / / I s"n''•P',:ti:•'A:''�' ,., p I.E. 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T .' r r �h. �r 1 I :. f t 3 G, .-/", 4. £� -fes.Y �Y.f G , l 3:' :: / . . ,: oN ' I r ,.'. , #, rz� 3 :'. 3�S" : `� ., PFIABE 1 ON-8RE o N, . 9 ;' .� _; \, q' o •e' f r `j' A r ✓' r `z Y `Z3, w r Ali x ..... ` " e �' ; �, 1 ` ,, ,, r' ` : . r:.",. F,.., , 1 {{ t, 'j I .... I A - ., yn , 4 ' ` 1, EXPIRES: 12/31/2012 , € ORANGE CONSTRUCTION P OPOSED � . ,,t :# t° w '' R -;' '<''' : ,A k. � FENCING ,:.�;.; � � 12 OUTLET '' 0- r:% 1 �: ..,.. �.' _-1 . , ,../ ; • €��.„ 3 / . y l %I _ ; O ..: : ..E E- a0 " _ -,, g' o m € S C1 � TL I£ 1 z „, �` .....wk......... � 3! € �' �, . 4 /' W _ �.., , f .r : J{E F— w k-. 'I 1 Cn L 3 ■ w �%,/" Z N DISTURBED AREA �6: : o �(n N I .,,. ' . X w \� /; _ Z ..: , d l�f a �_ o I,. I.. k mm t .. .. ■ sw,yy ' ,:. 1 3 I ,. : III # / V .r e , f f : I Y '+.. 6 .. s �.:.,,,� ,k,.r t `� ".:" Z J t . :: Ld rn :. 7 >E Q co • .U. ,, III " r ' € >::., €- o ': � ' f :, III „ ,_ X r .. . . m s r �.. -� NN L[� Z _......v.W,,,.. ....... } . W III i __ ....... n.. _ _ - ,� � N t —r. ♦ , . •,. ' ".:. ,.. z 1 M. •x,, . III I > r # J �„ i' 33 s> r , , III . s<. PRELIMINARY EROSION CONTROL PLAN H U - - 0 30' 60' w �I M 0) w PRE CONSTRUCTION CLEARING AND DEMOLITION NOTES. GRADING AND EROSION CONTROL LEGEND H Z W I EROSION AID SEDIMENT CONTROL: - Z o U�? w THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION. SILT FENCE INSTALLED DURING W a "WET WETHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, CONSTRUCTION TEMPORARY CULVERT w (n m AND MY 31ST GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND O z *NOTE: PRE-DEVELOPED RUN-OFF SHEET FLOWS WESTERLY INTO RED ROCK CREEK AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION CONSTRUCTION FENCE 48" ORANGE 6 0 j U ACTIVITIES. OR APPROVED EQUAL CK m I THROUGH A 24" AND 30" CULVERT UNDER SW 72nd AVENUE. OUTLET PROTECTION O Q 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS M 0 W CONSTRUCTION MANAGEMENT PLAN: CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. AREA OF INLET PROTECTION Q ~ U o THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 35 CFS CAPACITY CHANNEL FOR W 0 x THE DRAINAGE DITCH . DISRUPTION OF CHANNEL FOR LIMITED TIME DURING CONSTRUCTION 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED T0, TREES, WETLANDS, AND lx o RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE W� ALLOWED ONLY PER CONSTRUCTION MANAGEMENT PLAN FOR LIMITED TIME WHILE WORK CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY CREWS ARE ON SITE CONSTRUCTING CHANNEL DIVERSIONS. THE FOLLOWING PROPOSED - - EXISTING 1 FT CONTOURS o a VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR w_� m CONSTRUCTION MANAGEMENT PLAN IS PROVIDED FOR APPROVAL. CONTRACTOR WILL ::: -- ,,,.,, .... EXISTING 5 FT CONTOURS �`.. > FOLLOW OR PROPOSE ALTERNATIVE FOR APPROVAL BEYOND THE CONSTRUCTION BARRIER. CONSTRUCTION ENTRANCE BAR IS ONE INCH ON DATE: I o� Q ORIGINAL DRAWING 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF o 1" 4/8/11 00 6• •• cn 1. INSTALL PRELIMINARY EROSION CONTROL PRIOR TO GENERAL SITE MOBILIZATION 214 PROPOSED 1 FT CONTOURS 3'7"x I CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL 00 wU 2. EXCAVATE, INSTALL AND RIPRAP OUTFALL BASIN MEASURES INCLUDING BUT NOT LIMITED TO STREET SWEEPING AND VACUUMING DESIGNED BY: CHECKED BY: o��~ 1 3. INSTALL MAIN LINE PIPE TO UPPER MANHOLE. 215 PROPOSED 5 FT CONTOURS -bow`r 4. CONNECT MAINLINE PIPE TO UPPER MANHOLE AFTER APPROVAL BY CITY MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE rn DURATION OF THE PROJECT. �`\o0 5. CONNECT 70TH PIPE TO UPPER MANHOLE SWALE PROTECTION, BIOBAG OR JOB NUMBER D E C V TE AND FILL ABANDONED STREAM CHANNEL HYDROSEED DISTURBE AR A 6 EX A A W DLES FLOW DIRECTION .\\z 1 - - CO OLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO AD SPECIFIC TION. STOCKPILE 5. RUN ON AND RUN OFF NTR a d �raX 7. GRADE MITIGATION AREAS PER MITIGATION PLAN A BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF 10838 6iwwMW DESIGNATED TOPSOIL CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK / / DWG NAME: 2M�aJ 8. REPLACE TOPSOIL IN WETLAND AREAS, INSTALL MITIGATION PLANTINGS HYDROSEED DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. • / / / TEMPORARY SLOPE STABIUZA11ON Z F FZ Z L- REMAINING DISTURBED AREAS. / / / MEASURES w�p w w / — — — — SHEET C3.2 JQJ(nx t%.(na_7)X . I . - . . � � I . � . . . I . I . I I . � . � __ I ..............- " 1. - I .. _ �I .1 .. - - - ., , _ �._ __ . ......i , , . .. ...- ... " '1-1 I'll �.. , . ,......-� � , - , I I _., , .., t .. 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L � I . ,� I . - n . . . .1v . ,,, . 1. ... ......1'1�11_1_ .., . %.� - . /. �. . , .1 - �11 ._I: �'i+,.I I� 1 .:.- .+. _ ,.. " , t . . . � ,.-, !11 ...... -_."I 0 � 11 . : I : .1 " ..., - � �.. - -7 � I I .. � . I � 0 1 .+i __ I 9 1 � 11. ... _ .. . NZ7 tc� - e - %_,# %;df %.,� :� . I ." :_ ., 111; 00 .1 . + , I . § z ;;o-- NOTE: e-% uj cn DISTURBED AREAS OUTSIDE OF MITIGATION PLANTING PLAN ARE TO BE = F- I- fA - I ui SEEDED NTH SPECIFIED SEED MIX. PLANT SEED DURING THE MONTH wo (1) Ld 0 = THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY R TO OCT 1ST. Of I .�?_ ON CONTROL LEGEND uj ..-- 0 WEATHER" CONSTTUCTION. "KET WEATHER" CONSTRUCTION MEASURES GRADING AND EROSION CONTROL PLAN 0 < NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. c4d 5� _j . 0 30' 60' I I 0 ;� I i6mmmmm%� i DIRECTION OF DRAINAGE FLOW lc_� z m . CONCRETE WASH OUT a m IN < n GRADING, Y EROSION AND SEDIMENT CONSTRUCTION NOTES: 411f U) Or_ C-D z < 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF a I WING MIXTURES, UNLESS OTHERWISE AUTHORIZED: AINTAINED FOR THE DURA11ON OF THE PROJECT. 0 0 0 0 SILT FENCE INSTALLED DURING I - TT *,-- TEMPORARY CULVERT 0 ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, ___�____, w A. DWARF GRASS MIX (MIN. 100 LB./AC.) � I _j 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT < URATION OF THE PROJECT. . �_ ui 2. CREEPING RED FESCUE (20% BY WEIGHT) G E) CONSTRUCTION FENCE 48" ORANGE a: a B. STANDARD HEIGHT GRASS MIX (MIN. 1OOLB./AC.) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH oozomm uj I 1. ANNUAL RYEGRASS (407. BY WEIGHT) THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET EROSION AND SEDIMENT CONTROL %Nz-goa OUTLET PROTECTION �_ w 2. TURF-TYPE FESCUE (60% BY WEIGHT) PROTECTION MEASUR RLY INSPECTED AND MAINTAINED 1% z w BMP IMPLEMENTATION: Z 0 . I- AS NEEDED. - z 0 AREA OF INLET PROTECTION uj o w 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT 0 Lu 0 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, Ix cn OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF 0 (n FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO w BEDDING AND REDUCES RUN-OFF VELOCITY. SEDIMENT AND SEDIMENT-LADEN WATER. I.. 11 -111. . � I EXISTING 1 FT CONTOURS z COMMENCEMENT OF CONSTRUC11ON ACTIVITIES. . 6 d (n EXISTING 5 FT CONTOURS D 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE I 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE 0 w m ERMANENT VEGETATIVE COVER VIA SEEDING NTH TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND CONSTRUCTION ENTRANCE < � y APPROVED MIX AND APPLICA11ON RATE. R SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN F MITIGATION AREA GRADING. EXCESS STRIPPINGS TO Ir 0 w 214 D 1 FT CONTOURS �_ w NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. PROPOSE Q of 4. TEMPORARY SLOPE STABILIZAT10N MEASURES SHALL INCLUDE: COVERING 0 EXPOSED SOIL NTH PLAS11C SHEETING, STRAW MULCHING, WOOD CHIPS, OR TEMPORARY SETTLING PITS 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO ;215 1 PROPOSE w y MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF I m 0 SURES. CLEANED WHEN IT REACHES 50% OF THE CAPACITY. ORIGINAL GROUND AFTER COMPLETION OF WORK. 0 = = ETI wm 6% 0 a_ 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)- SHALL BE WADDLES ui C,4 M. AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL TORM WATF_R SYSTEM. SWEEPINGS SHALL BE PICKED INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS FLOW DIRECTION . X,,t IL BE COVERED NTH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS UP AND DISPOSED IN THE TRASH. SHOWN ON THESE PLANS. 4 1 mall= BAR IS ONE INCH ON DATE: . I 6�N ORIGINAL DRAWING �n REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. / / .. co cz�N I / 0 �� i- 1 4/8/11 n- 13. AVOID PAVING IN WET WEATHER MEN PAVING CHEMICALS CAN RUN-OFF 5. LONG TERM SLOPE STABILIZA11ON MEASURES "INCLUDING MATTING" SHALL / / , TEMPORARY SLOPE STABILJZA11ON �Of / / MEASURES DESIGNED B D BY: 00 w 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF YSTEM. BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. / / / I 0�- � / ��T-G] TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR I ;.---0 0 xm- 0 04 N MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED a '�!�>_ MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. � _,�_ �o . _�<11_�_ 0-It.14-< 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 10838 .. 6i 6i L uj&i 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE ACTIVITIES. :2 W DWGNAME: mm:2<_j MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, MATERIALS TO THE STORM WATER SYSTEM. <F-F=zU: PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. z �!I,-W LL- % - - w oujw SHEET C3-3 =�<_j cn af I - -_______--- LL-U)a-D x I - , � - - - ,__�T- - - ,--- 1,7--r- ,, , ___- , _* , , , , , .---- � -11 -- I I'��,� .", * ""', 11, - I , �__ ,.,-- -"`7 -I - _�: 11 - �_ -_ I , , , '. -, T _,�,� . . . . . . --- H Q o o MAY BE USED RT �\` R W/ UTILITY WORKHOND W/M I' O J 1= OWN ANGLE FILTER FABRIC \ PHASING OF DEVELOPMENT ' �' < cv m FENCE TO ASSURE SOIL IS TRAPPED I 5 J A 0 t) !F F 1 O ¢ w I L in C7 > <I LL a d'. FLO W ` C� LY a- 1�z in VVVV AAAA m j w ¢ w o • I RADIUS = 25' MIN, o• d' w INTERLOCKED 1 ti N -- 17 <L 0 .p,.. y�oE F X55 2"x 2" POSTS CLEAN PIT RUN OR 3"- 6" CLEAN ROCK O O GR PLAN VIEW W w m I �O n / pEL AND ATTACH bi vi w ��ot X551 NTS 60" AREA DRAIN ✓s ww o u �� SUBGRADE REINFORCEMENT G� x �� < CJ�r w' z rc ) �� i ILL Q w L J a r ¢ ~ GEOTEXTILE, AS REQUIRED P� CATCH BASIN �/ v`� \ _j u) `o 8" MIN, USE STITCHED LOOPS * 2 6 _ ~If n w Z DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: - - -� < o O '20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope.' FLOW � w 1, BURY BOTTOM OF FILTER FABRIC 6" _ CL a ¢ ¢ S VERTICALLY BELOW FINISHED GRADE. w ow Ln z GRAVEL CONSTRUCTION ENTRANCE CURB RAMP i o 2. 2"x 2" FIR, PINE OR STEEL i ——- a�_ o y a W FENCE POSTS. w n J� ,�:�;�a%/�d�,\�✓r///,\\`///�d //./�\\��%�/:\..�./�/\\;�/'?\��\//j/;\�'�/�\\\'/i//`\`\�/'\r • r u :L I - �.T —+FLOW O i' L PAVEMENT 3• POSTS TO BE INSTALLED ON DITCH aorron+ ¢� .; L z rJ <aJ�- o oU- <ncw�, \a UPHILL SIDE OF SLOPE. '•I Qc O ' I C7 - Ln z �iI d 4. COMPACT BOTH SIDES OF FILTER FABRIC U z Ly- Li ¢TRENCH. w7 W PANELS MUST BE PLACED U p e Q 5. V) 0 OLr-O Ld Df U LDSPACING ONCC Pq DETAIL DITCHINLET PLAN VIEW vN- Id NTS i (MOTES: __j % N i �v 9 ¢�Q 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 6" overlap of bags. c) / I cn z m¢} SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL NOTES: w x o c w n¢ o n (n { 1. ADDITIONAL MEASURES MUST BE L -i 1� J OUT OF ANY MEASURES USED TO TRAP SEDIMENT. Q p w n p SS-0- n 2 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 36" WIDE ROLLS CONSIDERED DEPENDING ON SOIL J o ~ v~ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE �i TYPES. U in ,,� Oa I �O D- z 0 J w n LO O THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. oz = 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION w �' Liles � L�z x c'w n In¢ r ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED ¢ ?` 2. BIO-FILTER BAGS SHOULD BE L U) s'"� � ssc y cLd 0) a Ick `t z ' o ai DIMENSIONS a�r�� U-< E � U) C FILTERING SYSTEM. _ STAKED WHERE APPLICABLE USING w< i-'-'`O'LL`s'' 0 2�,a I o w M a LO 5. " (2) 1"x2"WOODEN STAKES OR -- JAI <z� J' U) ch M SINGLE FAMILY I I I I w��c o ul v : C APPROVED EQUAL PER BAG. - `z C w o� -� w Dc .n � o ' � 20' LONG BY 20' WIDE 8" DEEP OF " MINUS CLEAN ROCK. FOR FURTHER INFORMATION w a w w Q v z a ^ M COMMERCIAL 6'MAXIMUM SPACING I � _ o w C)-'2 c�U O- Z rn •,: i 0- ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION w of-- m z O 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE ' ~ 5 L'aowc w `� O CV GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER `L' J s "C- Q N m e_ CV PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER FRONT VIEW PROTECT A CATCH BASIN YOU MUST o ��w �� ;✓ AND SEDIMENT CONTROL SERVICES EROSION PREVENTION ¢ w '� u w O N SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL u� i LJ 1AQ m O �c ? j S AND SEDIMENT CONTROL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL �� Cni Ln z "'H "' w M rn c2 E2 PLANNING AND DESIGN MANUAL i N rnLo 0') -- QOM CONSTRUCTION ENTRANCE INLET PROTECTION , - - - J Q TYPE 4 � WATER QUALITY Y SWAL_E C1eanWater� Services SEDIMENT FENCE C1eanWater Services acanWater Services CleanWaterr Services Our commitment is clear. Our commitment is clear. Our commitment is clear. I Our commitment is clear. I O r I IO�c�v Detail Drawing 855 REVISED 12-06 DRAWING NO. 875 REVISED 12-06 DRAWING NO. 915 REVISED 12—as DRAWING NO. 700 REVISED 12-06 i P ` �NGINF�9 4r 14,78 \ �� J=GON o 9� dry 23 N EXPIRES: 12/31/2012 J F— Ljj C� Protected /�, RIPRAP: \ P l \ /X� xINatural Area \ 00 • ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. / / oto not diaiurb**0 or wo.q#totion. p O J p�0 afo •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. Thi. reaprotu to ssatasr�oxaettAe. j`N \\\// \' ` /\\/\ •; /\ ;\j/ /\\/ a. —W-1— O W O — MWI&» tl»Y°bopmane sme magrtt 1—m» \// • ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. °"^•"*°'�'"tw."m" 6" \ \ \ U) L3crnV4ratrr !icrvicct LONGITUDINAL ANCHOR 'I'It1;NCH TERMINAL SLOPE AND CHANNEL o o z H— RIPRAP INSTALLATION: ANCIIDR TRENCH °r'QO 0 O w Lsos)sa raano w • EXCAVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. w.aK d"a"wutwSa laaw»m V • INSTALL WOVEN GEOTEXTILE FABRIC. •PLACE RIP RAP TO FINISH GRADE. 12X18 U � ,1f �6"".�-- STA/fE AT 3'-5'� � •_ ) Q / " "SIGNS SHALL BE PLACED IN AMANNERAS TO CLEARLY IDENTIFY THE SENSITIVE iNTER�AL3 I C) F— J AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE - \ / : ENDS OF BAGS f'Y LL1 a BEGINNING OFPATHS,TRAIL HEADS AND ANYPLACE THAT THE PUBLIC MAY WANT OR BE ' ;\ l ¢� OVERLAP 6"TYPICAL L j (, ABLE TO ENTER AREA. •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: \ SEL DO CLASS CLASS CLASS CLASS CLASS �` eel ` CPN ` / r so 100 zoo zoo s000 \ 50�o PLAN VIEW Nrs Z PERCENT �\ \ WEIGHT OF ROCK(LBS) (BY WEIGHT) \ 0' 50-30 100.60 200-140 700.500 2000-1400 20 0 30-15 60-25 140-80 500.200 1400-700 30 �\ �� // /� CHECK SLOT AT 25' WTERVALS Ld J 15-2 25.2 80-8 200-20 700-40 40 °�� ro r ` 2-0 2-0 8-0 20-0 40-0 10 EW - _ BIOFILTER BAG Natural Area a: Uj LLJraIMDlW.eve!°n+"wvtacwtts"n"•»m° +K r /ff r / H . LU V w W / / �, � ' i;,"�-! //�, \ .;. a /,•/i'/ �, j�/\\X�\\lam` /\ PROFILE Ld z 00 (n 4"X4"SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT m SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR NOTE: /Oof � Q VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITIONS. NOTES 1. BIO BAGS ONLY REQUIRED WHEN fi 0 Y `_' 1. C'tlECK SLOTS TO BE CONSTRUCTED DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION Ld PER ,VWVUFACFU,RFR5 SPECIFICATIONS ON DESIGN CRITERIA SEE Q F_ 2. STAKING OF BAGS REQUIRED CHAPTER 4 of CLEAN WATER U 2. STAK/NG OR STAPLING L4YOUT PERWITH EITHER METHOD USING �2) SERVICES EROSION PREVENTIONUj MANUFACTURERS SPECIF/CA ONS. � AND SEDIMENT CONTROL a:1% 2' WOOD STAKES OR APPROVED PLANNING AND DESIGN MANUAL. Y (q)=TLE: HL1{TC�A EQUAL PER BAG. OD w m OUTLET PROTECTION I� I( ' �: =T�:IL S VEGETATED CORRIDOR MATTING CHANNEL INSTALLATION � RIP RAP ry C1ean%O Services CleanWatier Services N D_ Octan r Ii /�7 Our commitment is clear. Our commitment is clear. BAR IS ONE INCH ON DATE: �N N Ourcosmmitmentit.clear. SIGNAGE UleanWater Serv><Ces DRAWING NO. 800 REVISED 12-06 Detail Drawing 820 REVISED 12-06 ORIGINAL DRAWING 00ON X DRAWI\G NO. 790 REVISED 12-06 Our commitment is clear. 0 1A 4/8/11 o-�wrfi j DESIGNED BY: CHECKED BY: 0 O Nx AAR BDL L oo JOB NUMBER D_'d-It Q X 10838 LijL;jw:w DWG NAME: M :2QJ P10838-C2.4 ECDTL QI'_FZ� Z w<~pww SHEET C3.4 -IQJ(na \ Fw- 0 ¢ � D FOR FURTHER INFORMATION V MIN. FOR FURTHER INFORMATION MATS1ZMAIKETS SHOULD ON DESIGN CRITERIA SEE INTERCEPTOR DIKE 3 ON DESIGN CRITERIA SEE BE INSTALLED VERTICALLY CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER DOWNSLOPE. SERVICES EROSION PREVENTION SERVICES EROSION PREVENTIONSTAIR STEPPING CUT SLOPES T a SO/L °VEA' AND SEDIMENT CONTROL s_ AND SEDIMENT CONTROL ^'= BL 4NKE? PLANNING AND DESIGN MANUAL. VEG TATIION UNDISTURBED PLANNING AND DESIGN MANUAL. CMP OR HDPE APPROPRIATELY e ,i.ybv £ FLARED END DEBRIS FROM SLOPE ABOVE IS CAUGHT OR TEE. SIZED FOR EXPECTED FLOW ',,:.«,o. s�_ k•� ay+6•� a- +. r' �:,�=.,'F,:,>»•p BY STEPS .. ,. „. : 1 ,. Q •5•'a:vA;,.,a »..•x is `- SCOUR HOLE Ld S• ti' � ttlw Jam.......I:�.Y.-.�.i �.�:�'F}F•. ...•••.1 �}'•��5�I� F P z 4 yS•e. ,.; >>3, -...f„..��' 4i .:.. ,,, ,.,».,,r.,,a: `w: ,e .j� '- �......x f t;...... �i { >,< I z ` „ ,.r : » �” • ' ANCHOR AT 5'CENTERS. I! Lj -50 �� /\/� r ,fix •v, p. ''` (( ... .P Ld CULTIVATE SOIL TO CREATE FURROWSOf € '•'• WATER, SOIL,AND FERTILIZER LLI PERPENDICULAR TO SLOPE :_:..I: I 9 ARE HELD BY STEPS. PLANTS «;:;j,. ra_.•,e,j ' V - 1 CAN BECOOSTEPS ESTABLISHED ON TM/N. 4"� OVERLAP 1'MIN. SEDIMENT FENCE ONLY 3 :: ::;' '• / - REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. TEMPORARY ( i \ n / 2 .,.._Iii-;......-{! _...;:_ i-_W.. ;€ c r \ W SLOPE DRAIN :�.. 11111 SEDIMENT FENCE. UNDISTURBED P r / 1 112" g VEGETATION GROOVING SLOPES 3 I� INTERCEPTOR /l � FLOW SWALE �� - j\\\ STAPLES LO .. ISOMETRIC VIEW 4' ;,•... ..... ...... :, r:�.. . -: p f • W : :3... Ln -.I 1 i TYPICAL SLOPE U) CD USE DOZER TRACKS TO CREATE GROOVES ,,,: . I :..:...V, SOIL STABILIZATION \ 1Y.,�>>�, �', o r— LO r PERPENDICULAR TO SLOPE I I I //\\//\\// z 0- EXISTING GRADE , . /\�/\\.\\/\\. o 0 — so �- ;.I..:.. h \ BERM \ 12 <n cN�1Co / '....; L!:1:—...? NOTES. L ti I 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, /' '//'./ ./ ./ / 30 0)cc 3D 1' - I � ` l CLODS, STICKS AND GRASS. MATS/BLANKETS r'- -31D vi 6D D .Y.. SHALL HAVE GDOD SD/L CONTACT. .F M L 3D—" 12. APPLY PERMANENT SEED/NG BEFORE PLACING NOT TO SCALE a o � cit } .< s�o d € 3' BLANKETS. CD J. BLANKETS �c Ln - 1 , GROOVING IS CUTTING FURROWS I LAY LANK ODSELY AND STAKE I �Y j lsl A;. ALONG THE CONTOUR OFA € I I STAPLE T O MAINTAIN DIRECT CONTACT WITH THE 1 MIN Viz: FOR FURTHER INFORMATION i i SLOPE. IRREGULARITIES IN THE I I = SOIL. DO NOT STRETCH. PER SOIL SURFACE REDUCE RUNOFF _ 4. STAK/NG OR STAPLING LAYOUT `3Ro ON DESIGN CRITERIA SEE - >W 4 CHAPTER4OF CLEAN WATER VELOCITY, PROMOTE INFILTRATION, ..m ;I!"':- :^'µ € j W MANUFACTURERS SPEC/F/CAT/DNS. '�`"-��=�t>.�.,I-�`�� '•'' � � � AND RETAIN LIME, FERTILIZER, AND � I '•�"""` SERVICES EROSION PREVENTION � / SEED. I E "''• • I SCOUR HOLE DETAIL-TOP VIEW AND SEDIMENT CONTROL SCOUR HOLE DETAIL-FRONT VIEW PLANNING AND DESIGN MANUAL. OO FILE: BLNKISLP cit 14,7 $\ SURFACE ROUGHENING PIPE SLOPE DRAIN `� iON SURFACE ROUGHENING STAIR STEPPING GROOVING SLOPES MATTING SLOPE INSTALLATION C1eanWa�ler Services CAT TRACKING CleanWatl�er Services � C1eanWatier Services C1eanWa6er Services �r y V3,,g Our commitment is clear. Our commitment is clear. Our commitment is clear. Our commitment is clear. DRAWING N0. 815 REVISED 12-06 DRAWING N0. 830 REVISED 12-06 DRAWING N0. 835 REVISED 12-06 DRAWING N0. 805 REVISED 12-06 A. EXPIRES: 12/31/2012 r� FOR FURTHER INFORMATION M FOR FURTHER INFORMATION ID ON DESIGN CRITERIA SEE U ON DESIGN CRITERIA SEE // �'09" CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER �i/� Vr1�� .Ow SERVICES EROSION PREVENTION 00 SERVICES EROSION PREVENTION '' i / �E AND SEDIMENT CONTROL J nAND SEDIMENT CONTROL ;�-<' _ a . ' .G nx° PLANNING AND DESIGN MANUAL. w 00 w PLANNING AND DESIGN MANUAL. f rX 4 d m 5 SIDE b 'Y F / F— W i 0 � �- TOE OF SLOPE z F— h w ` /� , Op W N WOOD STAKE �fL" y 2 N 6" PLACE WATTLES ALONG SLOPE CONTOURS. i�P cas od ri a ------ -- --------------- PROFILE ^� f ; �s�' _ 0 J / y Reg AAs n b' 2 " ' -SUBGRADE GEOTEXTILF. O w J O� 2"-4" ROCK aa;;"t"a»` a«�Axon '„�Q� "R s \ / ROCK WITH MAX. SIZE, 6". I >,c.0 e to NY'K �moi., I e^bb��° ,` `'• r Y ^�+• MINIMUM 12”OVERLAP W X a ;„+� III w ,;° FILTER BERM OF SEAMS. RICE,COCONUT OR EXCELSIOR `A- .» # + , V) WATTLES ` ;^Nh " :�.rw^°":u^z. � BRUSH BARRIER # , + + , + + + + , , , +��+ , z ¢ ROCK CHECK DAM + * OVER DRAPE FILTER FABRIC ER \ t r r + r + . + + + + t + r + + J y BRUSH AND SECURE IN 0 Q \•} + +r'+r+rr+r,+ CL STAGGER U ' ' . t + ++ +t r+++++++++ tt ++ ♦ +'*. i++♦r+++f♦++t+++++f t.i+#++♦+++•+♦+r++++rr##+•JOINTS COMPACTED NATIVE BACKFl + +♦+ + + + + + A + + + + } #rr+rr++rrT++r++trr+tr+++r+ +rt++ + r + # + # r r + + t + +4+ r + SECTION ♦r#+rr r 4 # + 4 # + # + 4 4 r 4 r T Q 2 ° STAKING SPACING 4'O.C. T + + . + T r + r +:+:+:r -+++* t + . t *+ # + + , + + + + Uj + + ♦ + ♦ + # + ,',+•i + t r t ,+.r # 4 # # + 4 + # + + + * �(- + ` 4 4 + 4 ♦ ♦ + r 4 + 4 t O ° ;;z;ay + + + + r + + r #+'++, # + i + i + +++}'•yi��r 4 , r ' + ♦ + r + 4 + r i O X 1 r t f + r + r + ♦ + # + f + , ♦ # 4 + + + t + 4 + w y oOS*h> ♦ # ♦ 4 r + + + f + + + 4 r + +*+ + + 4 + 4 , + ♦ + 4 + 4 + 4 + >, ° ;Q aANCHOR t + 4 t f♦t + +` ` r r+++++++rr++t4 r+t+ +♦+++++#}+f+I+tf +-t+ +-+ Z 4 FLOW FLOW FLOW DOWNHILL I I / WV B -+— — -- EDGE OF V Q A L ° m �� FILTER FABRIC (!) m an>+a'`aaq 5 2 a o t WITH STAKES, O W J >e`ot°<;'e„cM1'.°ars79aG99� BAGS OR BARRIER REQUIRED @ TOE OF SLOPE. ° z >_ g °fig p 1 ° :"j1 1��i \_ EQUIVALENT.9a.3N TIGHTLY ABUT ADJACENT WATTLES. MIN. 5 TO 15 WIDE BRUSH � m 3'-5'MIN.HEIGHT. PLASTIC SHEETING O of M L = THE DISTANCE SUCH THAT POINTS 2 BARRIER WITH MAX. 6"� C Q U A AND B ARE OF EQUAL ELEVATION ° ° a � 1'SUMP OPTIONAL DIAMETER WOODY DEBRIS. 'I< wNOTES: " f,— w C"(0 1. MINIMUM 12 OVERLAP OF ALL SEAMS REQUIRED. U O PLAN VIEW 2. BARRIER REQUIRED ® TOE OF STOCK PILE. W Y I NOTES: Ix X SPACING BETWEEN CHECK DAMS 1.DIRECT THE OUTLET SIDE OF THE ROCK FILTER 3. COVERING MAINTAINED TIGHTLY IN PLACE O NOTES: FOR FURTHER INFORMATION BERM/DAMS ONTO A STABILIZED AREA,SUCH AS BY USING SANDBAGS OR TIRES ON ROPES WITH A (Jj 1. STAKING SPECIFICATIONS: DESIGN CRITERIA SEE MAXIMUM 10CATiONS: VEGETATION AND OR ROCK. FOR FURTHER INFORMATION ' GRID SPACING IN ALL DIRECTIONS. C)lL ¢ a. 1'X2' WOODEN STAKES CHAPTER 4 OF CLEAN WATER 2.EMBED A MIN.OF 4”INTO THE EXISTING GROUND/EMBANKMENT. ON DESIGN CRITERIA SEE W d-:2 m b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION 3.USE 3:1 OR FLATTER SIDE SLOPES. CHAPTER 4 OF CLEAN WATER X Lf)0- DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR SERVICES EROSION PREVENTION AND SEDIMENT CONTROL WITHIN THE SAFETY CLEAR ZONE.USE 6:1 OR FLATTER SIDE SLOPES. BAR IS ONE INCH ON DATE: AND SEDIMENT CONTROL I ri•j HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. ORIGINAL DRAWING .-Lf) 2. SPACING IN ACCORDANCE WITH DETAIL 940. PLANNING AND DESIGN MANUAL. CO 11CV in 0 i" 4/8/11 000 r`'W v DESIGNED BY: CHECKED BY: o�� I CHECK DAM WATTLES FILTER BERMS "-0 NX- aeanWakr Services aeanWa6er Services aeanWaber Services PLASTIC SHEETING aeanWater Services AAR BDL 0) ROCK ROCK/BRUSH 0— O Our commitment is clear. Our commitment is clear. Our commitment is clear. DRAWING N0. 810 REVISED 12-06 Our commitment is clear. JOB NUMBER �� DRAWING NO. 840 REVISED 12—os DRAWING N0. 880 REVISED 12-06 DRAWING N0. 890 REVISED 12-06 10838 d �td¢X L; 6jL;jMw DWG NAME: P10838 C3.5 aFF-ZLi z woww SHEET C3.5 J¢J(na' LL (!)11 Z3 X . - � � . . I , I � . I . I I . . � . I � I . I . . . . . I . . . I � . . . - . Ld . .r, F- � < . I . � I � 0 . -_ . 1-1 I I 1\ '�, 11 'I-, /..�..',,-',,'�,,. - �* -I'll... , -...--. � _. 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'; .... _CONNECT TO EX .W ...__i di-,c, » 'e`"�•.z-acisxiui:::.x...... .•."'w----•.-•v....._- x Y$ e< ' ,-- .._ A�NST 2 TAPa / - 8X6 REDUCER e ..; E A R1 � -� 6 SAN LAT L- ALL 60LF8 DI -= IE 222.5 F. -- f- �� ST L DOUBLEr u ` IN A L i 3 i CHECK DETECTOR �:! a /€ �- - - I = _. - S-29.5 �� -- - ASSEMBLY W 676 VAULT " C �3LF6 PV Ld 1S=1 - z I { 53.1,LF � 4.5% .. ., .�•,.>, w ; INSTALL WYE TO EAST & ' 13 LF OF 1 PVC 71. -� (10 L CAP END S=6% SCH 80 CAP END 1-- € INSTALL 2» METER ` 6" DI GRATE E� ., �, { •< > ! 2NX2 to € A �;flt. ° y I .�.� >- w a INSTALL CLEAN OUT MARK END WITH 2x4 ..,.. .I 2X2 P REDUCER AFTER M : !; 4" DI PIPE `;`'•x I I r METER 2 � DOUBLE � RIM=241.10 I FLUSH W/GROUND 14 LF of 6" DI CAP END I CHECK VALVE IE 230.2 - 6" PVC PIPE i IE 218.00 _ MARK END WITH 2X4 INSTALL 90 do TERMINATE ] I ` w xi FLUSH WITH GROUND. CAP END » COORDINATE W ECHANICAL ENG I s 1 ' 400 LF OF 2 PVC SCH 80 /M RD 35 LF 6 PVC I PRIOR TO INSTALLING. ROOF DRAIN 3 F- ` Ys S-2.096 IE 20.50 I 19.50 LF 6" PVC I , O ROOF DRAIN ,I n » r, S 3 63X IE 236.50 cn 10.6 LF 6 PVC S=4.67%IE 233.00 li, w 1 II r f _ IE 230.22 4 ;€ ,.,, I(Axt3 II o ; f IE 232.50 / i I e IE 235.79 6.3 L . S 4.1496 ::. 6. 8,LF I � z I.:. _.... �.. f � S=4.58% 403 LF OF 6" DI 55.74 LF SD' c/) - C W 101.49 LF 12" PVC + ' J IE 229.80 IE 231.74 INSTALL CO 83.41 LF INSTALL CO Ln `cam'- F , - 0 5.23 LF RIM 236.17 cn c� E IIRIM 239.77 y -a � c [ ; ,h .;•tea :N JE 229.17 IE 231.78 .. IE 235.19 ca rn `c' ` `a 4.401F �` INSTALL 3 f PIV I 1 . - I I IE'220.00 € 8."X6» REDUCER O cv ;._. _ t .: IE 8" 235 68 o M o Now no= FIRE HYDRANT w_ c cn Lo a`` S I p V �� F { _.. m :,- I E 6 235$4 I I a� ; Z� f .... ..,.. .:. o:,.,,- ::,,.�..-... .:.• i. ... 1 '....,.....5 '.!?{ W Ia L L 110.0/ UF 12. n - .rs: .:;::: m O M - won WON 34.93 LF F S= 12 .61 Lf=� 5=8:1096..,,.. c S=6.8396 :: o c°'i 0 0 _ r� '• Q - 51.1717 - �D INSTALL CO d o ca ca I I 3 IE 226.9 - -- 232'LF� 32.98 LF uo 55. LF - IM 242.35 -4.04 LF IE 237.93 / E 238.00 I' .. d PR 13.8X6" WYE IE 226.61 �� •.. INSTALL LF IE 217.00 Y ;:: ; 8'X6» REDUCER...: III £:: » € r'i 5 N F € I, IE 8 235.621 14,7��8 IE 6" 235.78: t F{{ 735jp € _ { I € IE 237.51 ° i III { i 4 ° f d 333 : III ON t III I _. ......... m. . .. ..........-, / �9� ' :II •. III '. f O '� W � I dry 23, I I it III ' STORMTECH DETENTION SYSTEM I, [ ° IE 24,.48 Q RFV A. FZ� 3 25 LF 6"S=15.996 � '-- , ,�� I U AREA: 98.6 L X 20.5 W "' � </ CAP END MARK END CHAMBERS: 52 50 LF 6 DI PIPE ? - / i W/2X4 I III EXPIRES: 12/31/2012 - ' CAP END. f IL • BOTTOM OF BASE ROCK: 225.25 MARK END W/2X4 NOTE: I NI I �.._ } BOTTOM OF CHAMBERS: 225.75 �' II CITY OF TIGARD ENGINEERING DEPT TO ' TOP OF CHAMBERS: 228.25 0 3 € 3 III REVIEW & APPROVE STORM SYSTEM FROM 52 LF 2 PVC SCH 80 •, IE 238.90 'I € TOP OF ROCK BACKFILL: 228.75 PIPE - CAP END. I!I f € I(� STORMTECH DETENTION SYSTEMS TO MARK END W/2X4 II W I i , _� _ I TV w.:. •w w OUTFALL. ......11 N I € h w III I--- � t' co W� 00 ; 1 �, .... VAN Mn ` I /� O w I III + III z w m III - - - - - - - -- - IE 239.66 III III I Q w I III L7ARK END III < w `2 " "."" V) Q U N J X J Fes- r7 F- I :D M - m 00 n CATCH BASIN DATA MANHOLE DATA 00 Q 0 z i 1 6 1 Q X GRATE = 226.55 GRATE = 235.45 72' DIA W.Q. MH W/ (7) CARTRIDGES J 0- o IE OUT = 225.55 IE OUT = 234.45 FLAT TOP 22.40 LF S=23.0% 2.00 LF S=375% RIM = 233.7 o IE IN 12"= 220.20 w 2 7 IE OUT 12"= 220.00 GRATE = 232.85 GRATE = 241.90 INSTALL 3' OF 12" W I N IE OUT = 231.85 IE OUT = 240.9 TO NORTH & CAP w I 1.5 LF S=176% 2.00 LF S=150% 2 z O x 60' DIA MH W o w w 3 8 FLOW CONTROL (,� W v V) GRATE = 233.07 GRATE = 242.55 of a RIM = 229.30 U) m IE OUT = 232.00 IE OUT = 241.55 r O w > 1.75 LF S=100% 14.31 LF S=24.8% IE IN 12 225.05 w z w IE OUT 12 = 224.85 0 4 9 INSTALL 4" VENT PIPE FROM 0 of 0° GRATE = 235.60 GRATE = 241.50 TOP OF CHAMBER INTO MH Y I IE OUT = 234.60 IE OUT = 240.50 w 00 3.72 LF S=56.4% 10.07 LF S=29.7% 3 0 ~ v o 48" DIA MH W/ 4' DEEP W 5 10 SUMP a: x GRATE = 239.33 GRATE = 241.90 RIM = 230.48 w� w IE OUT = 238.33 IE OUT = 240.90 IE IN 8"= 225.34 o� Q 3.48 LF S=72.9% 22.47 LF S=8.9% IE OUT 12"= 225.54 wr)n. m r) > BAR ORIG NAL DRAWINGE INCH DATE: W CV N U 0 1" 4/8/11 � `-wv DESIGNED BY: CHECKED BY: o I UTILITY PLAN "o ow 000 AAR BDL \\-0 0 30' 60' JOB NUMBER X 10838 �iwt;.��w DWG NAME: 2:2¢F-�zE P10838-05.0 UT z w�~pww SHEET C5.0 JQ- V)X m(n a-n x . o SAWCUT SURFACING 3/4" R 6" EDGE 2 TOPSOIL MATCH EXISTING MATERIAL CURB JOINT --- 5' MIN. SEE NOTE 5 ROW � OR AS DIRECTED BASE MATERIAL 671" 5 -- ✓---' DRAINAGE BLOCKOU7 ROAD .: . ....�.;.:.;• • ,.�.,,.,,,. ° 3I.D. SCHEDULE 0 DWV (ABS OR PVC) � -. - PIPE W/COUPLING 2" OF 3/4"«-0'" BASEROCK 16" a� to z C), COMPACTED SUBGRADE , , o' "G `, �� z I c�i chia a Of 4" o tj .Q z SIDEWALK ADJACENT TO CURB c; :� XCn M 0 w 5" MIN. ROW 0 ;.., o� k 6" 9 .5rht. w W -.,�--2% y; 4" ROAD . .= o . . " ( �a Wo "' L��: � —��I.::::I I, . I'. ' ' is-::i ._ ?";;�.�:, �• 2" OF 3/4"-0" BASEROCK NOTES: ,k COMPACTED SUBGRADE s" MIN B'`MIN 11 1, TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 8" MIN BEDDING BELOW S SIDEWALK AWAY FROM CURB OUTSIDE OF PIPE BELL OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING NOTES: TO A MAXIMUM OF 20 FT, a v, chi r-- 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL co 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE a�Q � ; �„ OF 1-1/2'" TO Y. WITH A MINUMUM THICKNESS OF 1/2' _ E .d 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 2. SCORING PER ARCHITECTURAL PLANS a- WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. " UN 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES TRENCH FOUNDATION us 20- 4• CONCRETE BREAKING STRENGTH TO� BE 3000 PSI AFTER 28 DAYS. o �� UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. STABILIZATION, AS REQUIRED 0 �, 5• DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET � 8 M - a) 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. a Y n = 8 CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2- RADIUS. � m cz : (3 ten. NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. �~��„S� PROFFs�, 2, JOINTS TO BE TACK AND SANDED. �CJ� �taGINF61 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 14,7,8\ r" �bN g� 9 n $r y 23,'� � APPROVED 8Y: NO SCALE APPROVED BY. NO SCALE APPROVED BY: NO SCALE AGU5TIN P. DUENAS GUSTIN P. DUENAS AGUSTIN P. DUENAS A. R'�G ENGINEERING DEPARTMENT CONCRETE ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT TRENCH DWG. NO. {'1 13125 S.W. HALL BLVD. CITY ENGINEER DWG. NO. 13125 S.W.HALL BLVD. CITY ENGINEER STANDARD CURB DWG. N0. 13125 S.W. HALL BLVD, CITY ENGINEER 3 TIGARD,OREGON 97223 TIGARD, OREGON 97223 TIOARD,OREGON 97223 EXPIRES: 12/31/2012 VOICE: (503 839-4171 JULY 2001 SIDEWALK ("� VOICE: (5%4 e39-4171 JULY 2001 C� VOICE' (5Da)639-4171 MARCH 1998 BACKFILL }�(1 FAX ( 884-7297 V FAX: (503 884-7297 FAX: (303) 884-7297 8 v CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD OREGON APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE F— w D tL} U 00 tD � Q 3/4" SQUARE A A B B J H w a d 2 N ❑❑ 0 STANDARD CAST IRON NON—SHRINK GROUT Q (n 04 FRAME AND COVER x © ©7 � ❑ ❑ DRAWING N0. 510 LLj Z ¢ M STANDARD MANHOLE 00 1 © ❑s e ❑ 17 GRADE RING J ❑❑ ❑ ❑ . 0.M• +•` , • b A' A. " F¢— CLD 4 MIN. ff m x h � 30 AC FINISH GRADE ',` "' 'a.,,,� n" s .. +�- w j"' ✓i K vf'b`'.t"t,1' 'Y.1"`�''-1' r,1'a5.,1'Sc ,l"`.• w w - „ y , �� , a 2 3/4 -0 AGGREGATE BASEROCK �/B « :" ;` Rq WATERTIGHT PIPE PLUG Z (-� 1O -----� M �b.� � _._....._ �'`� .••�" ' WITH STOPS 4. _ cas '� ,Bassa : 8" 1 1/2"-D" AGGREGATE BASEROCK " • b. s ,,= PROVIDE 3/4"-0 FOR A A 2" MIN. CLEARANCE "g; MINIMUM OF B" AROUND � � ��,,..� � �,, •��-�' �,� �� B" SECTION B—B ti ...i l... iP • ) yqb ........... r` a� " 6" � I _I �„� •.,. .« , «m CLEANOUT ¢ U I............. I............. w I I --- -- COMPACTED SUBGRADE � �+ ,°* MIN Q �9� a: r 1ST ,w,� xA + (0 x� . W SECTION A—A 1" MIN. OVERLAP x�xTwM, F Z w W U Q NOTES: W m 1, 1 LONG NRECESSED r .D BOLTS � . , ' z 5 NOTES: v «•*Ay•+x A , A , 2. ALL PERMANENT CLEANOUT5 " TO HAVE BOLT DOWN COVERS. •^" "^£"�° 'a` #yr w %' " w U 3. MATERIAL SHALL BE GRAY MEE j �� eg ;�`'� � a•��>"«+aas*,4 ., (� EU C1 1. JOINTS TO BE TACK AND SANDED. CAST—IRON, ASTM A�-48, 1,*«t ` •,r� CLASS 30. a: w 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. w w,e«r 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. � •m' ' «$T I8 °*'' r♦v^4n1iAe1»x „b: ,a`i .'�•, ,y ►,• m' A�Q�4 Oa W U 0gLAJ CONCRETE ENCASED " BOTTOM OF WYE \\-3/4--O OCLm0FOR PLASTIC PIPE > BAR IS ONE INCH ON DATE: I o N ? NOTE: ORIGINAL DRAWING Do LO �, DETAIL_ 1. CONCRETE ENCASE EN11RE WYE SECTION AND 45 BEND IF CONCRETE PIPE p 1" 4/8/11 o�pO'"W�j 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING W PIPE. DESIGNED BY: CHECKED BY: I MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. oNL�vx�- AAR BDL CTI a,0) � aeanWcr services STANDARD CLEANOUT aeanwadal sees JOB NUMBER 838 i;;w w 6j w ON — SITE PAVEMENT SECTION DRAWING N0. 51 o REVISED 12-06 Our Commitment is oloor. DRAWING N0. 500 REVISED 12-06 Our 900 mitmout i.clar. DWG NAME: z��Zw 10867 C6 DETAILS F-frw ..� _j¢a V)� SHEET G6,C) I�cno«�x Q 0 LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST NOTES: 12" IN WIDTH 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET CONFORM TO THE REQUIREMENTS OF 8"MIN.BETWEEN ASTM C-433. _ KNOCKOUTS 2. ALL MANHOLE SECTIONS SHALL CONFORMTO THE REQUIREFLATTO P ° T FACE AND APPLICABLEMENTS PROVISIONS OF STANDARD (OPTIONA L)OF ASTM C-4781" F�(RECESSED FLUISH) • y MANHOLE, DRAWING NO. 014. 3, STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48". 64" DIA. J�4SrF 0 0 0 ;Z604a40 Q Oasw MAXIMUM 27" FROM i : n STANDARD FRAME AND COVER OR u TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. " 0 TO TOP OF CASTING SEE STD. DRAWING NO. 110-SA/ST ro OR NO. 120 O O d Q SET FRAME IN NON-SHRINK 0 + GROUT4e MQW O ® 0 O AItx Z NOTES: 'A GRADE RINGS (2",4",OR 6") Q O 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE -MAXIM12 GOUT RUBBER GASKET (1)OPEN O O�� 0 0 0 REQUIREMENTS OF ASTM C-476. NON UM RI R RUBBER GASKET FLAT TOP PICKHOLE �i TO, S W /M 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY (16)314" w STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". REINFORCEMENT 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS' ° STANDARD ECCENTRIC OR HOLES AS SHOWN SUCH AS KENT-SEAL NO. Z RAM-NECK, OR AN APPROVED 36" CONE STANDARD MANHOLE FLAT TOP PLAN VIEW COVER BACK EQUAL CONFORMING TO FEDERAL SPECIFICATION SS�-SO0210. " 58 DIA. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. REINFORCEMENT 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A MANHOLE AND CHANNEL DETAIL a MANHOLE STEPS SEE 4 #6 BAR AROUND OUTSIDE OF OPENING 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL 24 3I4°DIA. REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 ;' #6 DIAGONALS BOTH SIDES OF OPENING 7. PROVIDE A MINIMUM OF W OF INTACT (UNDISTURBED) MANHOLE SECTION MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIABLE-V-4') #6 6" O.C. BOTH WAYS i ON THE INSIDE FACE OF THE MANHOLE. 7/8" 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND �_ 1/4" 4" MAXIMUM CLEAR OF PIPE WALL z ° " 25" 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" FOR SANITARY CONNECTION AND 48" FOR STORM �. 48» CONNECTION. to "5MINIMUM 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 2 2 7/8" >, COVER SHALL BE USED IN ALL EASEMENT AND OFF 6" SQ, _ : w STREET AREAS. " Cr= 06 1 VZ' U 48"MIN. �_ 7 1/2"SQ. `= LO tri PICKHOLE DETAIL f' > o Z �o � c ' MINIMUM 12" LEDGE � a (ONE REQUIRED) " �, - 22 1/2"DIA. corn co .D 1"/FT. SLOPE TYP. 2 MIN. FROM TOP OF C) `F- a- a PIPE TO MANHOLE W sEcrIDNSECTION VIEW o `� p cV PIPE v o, g N ti i p b O.D. . CO Ic> css d �yEnc d a) d 8" MINIMUM CONCRETE � .0 I SMOOTH FINISH CHANNEL TO 3/4 VERTICAL HEIGHT OF PIPE -''':,'x,'•,'V;; s-; rt.. ._ 72 M--�- v�MM"I SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. �nL pRnr 12» 3/4»MINIMUM OF -O» COMPAGIED----= !'";5 "w,M: .t BASE MATERIAL Com\ �,�G 1 Ne STORM WATER 14,78 � l STANDARD MANHOLE FLAT TOP MANHOLE ON GleanWaber Services C�eanWablrr Services MANHOLE LID C�eany�a�er Services DRAWING NO. 010 REVISED 02-03 Our commitment is clear. DRAWING NO. 050 REVISED 02-03 Our commitment is clear. DRAWING NO. 120 REVISED 12-06 Our commitment is clear. c7ry 23,'� Q RFW A. EXPIRES: 12/31/2012 C9 0 TO TUALATIN VALLEY WATER TO LOCAL PLUMBING 18"MIN 24"MAX SIDEWALK ADJACENT TO CURB THRUST BLOCK SEE NOTE 4 DISTRICT STANDARDS CODE STANDARDS (� DISTRICT APPROVED �� VALVE RISER RETAINER GLAND BACKFLOW DEVICE EXTEND DUCTILE IRON PIPE SEE NOTE 3 COMPLETEKING 6 MIN.OUT OF VAULT TO PROTECT O SPOOL FLGx PE """' "" ' """ DUE TO VAULT SETTLEMENT. TEMENT. CUSTOMER SIDE I SIDEWALK SEE NOTE 1 �1 18"MIN 3"MIN METER SIRE ` # y) W W 6 MAX BREAK FLANGE FLOW 2C �.1I_ ".�„""" -»- �- , a XLai FLANGE COUPLING ADAPTOR Q 0 J ( \ •t, MIN Q O DRAIN ROCK POCKET PLAN fff ,/�- OPTIONAL FIRE DEPARTMENT O r 4 CU FT MIN d' I CONNECTION,CONTACT LOCAL FIRE 1 MARSHALL. 1 M X `• 6"DUCTILE IRON PIPE LADDER MEETING OSHA t- REQUIREMENTS t CARSON METER BOX SEE DETAIL 300 AND Z .� ,.........•........................•,,....•..................,.,............................................•.......,.....................,...,. { " (OR EQUAL) SPECIFICATIONS LOCATION PLAN ALTERNATEFDC CL _ = a -6"MEGALUG RETAINER e, "r `IF ) a GLAND(EBAA IRON) ' w w � �1� .'- y 6"GATE VALVE 1 DRAIN TO CURB OR J 'Q CONCRETE PIER �� GROUND LINE 1 — STORM DRAIN ( BLOCK , .. y.e.... �..". FLG x MJ 3"MIN-s"MAx L, Q U MJ X 6 FLG TEE / /. •�'' L� Jit ��. ;< .. � T�' r - �• SEE NOTE No 1 '��y { f'Ld y} THRUST BLOCK 2" FEBCO MODEL 805—Y - �- co DOUBLE HEC VALVE ;� UB E C K 24 MIN CLEARANCE r; I 3"MIN `1, W ASSEMBLY (OR EQUAL) { F_ I f Z x SIDEWALK WITH PLANTER '�, b ... . ..w „ . O Z CLEARANCE ON ISOLATION BALL VALVE '^ OPENED OSBY V V vwi STRIP AT CURB 18"MIN VALVE (� M 24"MAX INLINE CHECK VALVE O Z 5 6"MIN CLEARANCE m SIDEWALK I Q s'NI:N 6"MAX BREAK FLANGE ... CONCRETE BALLAST c . ^t. ..... ^_ FLANGE COUPLING ADAPTORa: SEE NOTE 2 ..'STANDON'. -'. 12" IN d W �"' ..,. ... . ..... a' e•a> ........•MIl PPISTAND........... ............. ..... ....... .. .. 111 '.W.fC':H:. VIII! I- ..E... ...�'� � RODENT U © CHRUSHED ROCK BASE_��1// SCREEN W -_.... DRAIN TO DAYLIGHT OR I 6,� MINcc xELEVATION O 4 FT(REF) ELEVATION PROVIDE 113-HORSEPOWER Q' w i STAINLESS STEEL SUMP PUMP. W S. ^^^ SEE DETAIL 310 AND 320 FOR :2 M UTILITY UTILITY SUMP DETAILS. It > NOTES. SIZE VAULT VAULT DOORBILC w¢ • NOTES: BAR IS ONE INCH ON DATE: I (bn w NOTE: WITH FDC" WO FDC" ORIGINAL DRAWING t. CONTRACTOR TO SEAL ALL OPENINGS IN VAULTWITH U? .. 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE `- '�"" 3 577-WA 577 WA J-5AL NON SHRINK GROUT -� 1-' 4/8/1 00 .��11 INSTALLATION SHOWN IS ONLY A SUGGESTION. THE M IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU 00 wU DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, 4 577-WA 577-WA J-5AL, YOS MIN AROUND BASE OF VAULT WHERE FLOODING DESIGNED BY: CHECKED BY: O�"" w 1 2. PROVIDEA3FTCLEARSPACE AROUNDCIRCUMFERENCE OFFIRE HYDRANT, FREEZE PROTECTION AND CLEARANCE FOR TESTING & REPAIR OR HIGH GROUND WATER EXIST 6 676WA 676 WA J-5AL 3. CLEARANCE BETWEEN WALL AND DEVICE 8"MIN.,i2" %0c> j4 ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED MAx.,EXCEPT a•MIN,B"MAX.FOR ssO-WA VAULT AAR BDL O N Nw`- 3. PLACEMENT OF CONC.AROUND FH IS PROHIBITED. 8 687-WA 687-WA JD-3AL rn IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). 4. THRUST BLOCK I'-0"MIN THICKNESS tt p a C� IF FREEZE PRQTECTIQN !S PROVIDED. THE 24" MIN CLEARANCE MAY BE REDUCED. 10 5106-LA 5106-LA JD-3AL 5. DETECTOR METER TO READ IN CUBIC FEET JOB NUMBER C7 "'OR EQUAL"APPROVED BY DISTRICT ENGINEER 10838 L;a;l;j FIRE HYDRANT DETAIL NO. � 1 Y211 211 & 221211 DETAIL No. 4011 DOUBLE CHECK DETAIL NO. STANDARD INSTALLATION O1 DOUBLE CHECK INSTALLATIQN BF O DETECTOR ASSEMBLY BF 200 DWG NAME: F z TualatinValleyWater District Tualatin Valley Water District TualatinValle Water District 10867 C6.1 JW>tW Cf.1 oww � .._ .._ _ SHEET (HORIZONTAL) VOLUME OF THRUST BLOCK NOTES BEARING AREA OF THRUST BLOCKS IN SID FT IN CU YDS(VERTICAL) 10'- o" FITTING 45° 22 1/2° 11 1/4° FITTING BEND ANGLE 1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN TEE 90° BEND ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR. PUBLIC WORKS f--- RIGHT OF WAY SIZE BEND BEND BEND slzE 45° 22.5° 11.25° CONSTRUCTION. 4 1.3 1.8 1.0 1,0 1.0 4 1 1 0.4 0.2 2. FLAT TDP SHALL BE H-2'0 LOAD RATED WITH NO COVER. EASEMENT -�'� 6 2,8 4.0 2.2 1.1 1,0 6 2.7 1.0 0.4 J. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME MATERIAL, AND BE ANCHORED AT 3" MAX SPACING BY 5/8" DIA. Z 3'-6" $ 5.0 7.1 3.$ 2.0 1.0 $ 4.0 1.5 0.6 STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060" (MM) 16 20.1 28.4 15.4 7,$ 3.9 16 14.8 5,6 2.3 UMC IN 36, M ACCORDANCE96 M 7, AND APPLICABLE SECTfONS OF F T AASHTO 1 1 ND M 274. 20 31.1 44.4 24,0 12.3 6.2 pp •• I =;:,.< _,. ' 5. OUTLET' SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH�A 24 45.2 64.0 34.6 17,7 8.9 STANDARD CAST IRON FRAME AND COVER WHEN IN STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED o ............. PUBLIC ROADWAY OR PAVED AREA INTO THE BELL OF CONCRETE PIPE o VALUES BASED ON 200 PSI 6. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL w WATER PRESSURE AND 2000PSF BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH SOIL BEARING CAPACITY AN 18" MINIMUM DIAMTER. PROPERTY LINE MIN HANDHOLD 16- MAX 17. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: Z 3. ;• m : . A. CLEANOUT GATE IS VISIBLE FROM TOP. PRIMARY LIFT HANDLE ATTACH B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE. 5 .. SPILLWAY WITH GALVANIZE CHAIN C. FRAME IS CLEAR OF CURB (IF ANY EXISTS). w r ;•' 12'" MIN 8. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE � .... .. 228.60 STEPS OR LADDER ",' e .. #8 GALVANIZED AND PLACEMENT SIDE OF RISER T 0 BE DETERMINEDASSURE LADDER CLEARANCE. SIZE:BY THE ENGINEER.OF ELBOWS .. SEE NOTE 3: PIPE EFORMED REBAR PLAN ' SUPPORTS OR STEEL REINFORCED 9. RESTRICTOR PATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT 3'"X.075'" ALUM. POLYPROPYLENE STEPS) PLANS SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH. f 10. CLEANOUT/SHEAR GATE: •. BEND TEE VERTICAL BEND ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. LIFT HANDLE EITHER SOLID OR TUBING ' " WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET FITTING ROD a•'.•f 12" CLEANOUTISHEAR GATE: REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. EMBEDMENT 227,55 b,,. M 1 IN PE SIZE SIZE ^„ ' '^�' 8" DIAMETER M MATING SURFACES OF LID AND BODY TO 8E MACHINED FOR PROPER . ,' ,;�, , `�"" X. . �. '"'�. �.� n ° ° 4 12"' :a.11 `r `r • SEE SHEET 2 FIT, FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS 4 r � "' F „�� f, 4 -12 #6 30 MIN _ N 10 12 e , SEE TES 14"-16" #8 36" SEE NOTE 5 �� s 11, ALTERNATE CLEANOUT SHEAR GATES TO THE DESIGN SHOWN ON SHEET 2 y` ,k, ___ ARE ACCEPTABLE, PROVIDED. THEY MEET' THE MATERIAL SPECIFICA77ONS ►n � � 12 ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING c " ri „ THE FLANGE CONNECTION. 2. ,,,,,w o~i ,< 12 OUTLET r, INLET2. LA cn " NOTES: MIN 8 12. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED E Cn m 0011-- � 224'S5 225.05 HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. -c�t DISTRICT INSTALLED CUSTOMER SINE 1)THRUST BLOCKING AT ALL TEES,BENDS AND it o w - : d .% ENDS OF PIPING 12" 13. PRECAST CONCRETE MANHOLE CONSTRUCTED 1N ACCORDANCE WITH w N -- \ � . f' 2)CONCRETE BLOCKING TO BE POURED AGAINST METAL PIPE ' MIN 2'--0 " MIN ASTM C478. 3 Q N E STRADDLE BLOCK cm Cn UNDISTURBED EARTH (SEE NOTE 6) m -0 CD ELEVATION 3)ALL CONCRETE TO BE CLASS 3000 � 14. SEE SHEET 2 FOR DETAILS ON ELBOW AND FOR PLAN VIEW. u Cu � � 2 1,10 SEE DETAIL No 200 p ',,,i 4)INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET 222.85 c, qy O N AROUND FITTING.SECURE SHEET ENDS TO PREVENT " • ' INFILTRATION OF DIRT BETWEEN SHEETAND PIPE RESTRICTOR PLATE 2'-0 MIN 4.. 6rr Lo -v � 0 Cu FITTING PRIOR TO POURING THRUST BLOCKING WITH ORIFICE ;. 60" MIN, ,: MIN 5)PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS " DIAMETER FROM CONCRETE WITH TEMPOARY FORMS AND 2 1/2 ORIFICE C� POLYETHENE SHEETING SEE NOTE No 3 (SEE NOTE 9) ";• °4.' •'a • ' ,• O Pr 0-0- q.-O.- 0-0- q .p• 0•.0, o..p. Q..p• 0.'.0, o ,. " � �N 417 8 1-1/2" & 2" METER DETAIL No. THRUST BLOCKING DETAIL No. d• © ,•o• p.. . p,.o• p .o• O. 4 p ••Q• p •a• p• .ti. p• 12 MIN. 314 MINUS \� r' INSTALLATION 702 TualatinValle Water District DETAILS 20 ° ° ° ° ° ° ° ° ' ° ° ' •4, -AGGRAGATE BASE MATERIAL TualatinValley Water District o 4 N M ON o COMPACTED NATIVE MATERIAL � SECTION A-A ary 23,'`x' Q" � A. FLOW CONTROL MANHOLE EXPIRES: 12/31/2012 29"' SCALE: NTS 3 v C4 Ct7 n BIKE PROOF, HEAVY DO o DUTY TRAFFIC GRATE ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 AND SC-310 CHAMBER SYSTEMS o °j cn SUPPORTS AASHTO `q H25 LOADS I�I w MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT J ~ N GRATING DESIGNATION(1) '1 X FILL MATERIAL FOR LAYER D STARTS FROM THE ANY SOILIROCK MATERIALS,NATIVE SOILS, PREPARE PER ENGINEER'S PLANS.PAVED INSTALLATIONS \ / TOP OF THE C LAYER TO THE BOTTOM OF OR PER ENGINEER'S PLANS.CHECK PLANS MAY HAVE STRINGENT MATERIAL AND PREPARATION W z " FLEXIBLE PAVEMENT OR UNPAVED FINISH GRADE FOR PAVEMENT SUBGRADE REQUIREMENTS. NIA REQUIREMENTS. O j d- 24'" SQUARE 60 OUTLET NOTES: ABOVE.NOTE THAT PAVEMENT SUB-BASE MAY BE �Q• 0) BOX FABRICATED FROM PART OF THIS LAYER. t-' c° 10 GA. MATERIAL FILL MATERIAL FOR LAYER C STARTS FROM THE GRANULAR WELL-GRADED SOIL/AGGREGATE BEGIN COMPACTION AFTER 12"(305 mm)OF MATERIAL t- C TOP OF THE EMBEDMENT STONE(B LAYER)TO MIXTURES,<35%FINES.MOST PAVEMENT SUB- 3,357,4,467,5,56,57, OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL " 18"(457 mm)ABOVE THE TOP OF THE CHAMBER. BASE MATERIALS CAN BE USED IN LIEU OF 6,67,68,7,78,8,89,9, LAYERS IN 6"(152 mm)LIFTS TO A MIN.95%STANDARD X PAN E s 0 OU TLET 10 m NOTE THAT PAVEMENT SUB-BASE MAY BE A THIS LAYER, PROCTOR DENSITY(2).ROLLER GROSS VEHICLE WEIGHT �� 12 jx2 jxA PART OF THIS LAYER. NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs(89 kN). rn 29 SQUARE FRAME Qm m Z B EMBEDMENT STONE SURROUNDING THE CLEAN,CRUSHED,ANGULAR STONE, NO COMPACTION REQUIRED, J CHAMBERS FROM THE FOUNDATION STONE NOMINAL SIZE DISTRIBUTION 3,357,4,457,5, �- U (A LAYER)TO THE C LAYER ABOVE. BETWEEN 3/4-2 INCH(19-51 mm) 56,57 Q FOUNDATION STONE BELOW CHAMBERS FROM CLEAN,CRUSHED,ANGULAR STONE, PLATE COMPACT OR ROLL TO ACHIEVE A 95%STANDARD G THE SUBGRADE UP TO THE FOOT(BOTTOM)OF NOMINAL SIZE DISTRIBUTION 3,35,4,467,5, PROCTOR DENSITY(2). W ( THE CHAMBER. BETWEEN 314-2 INCH(19.51 mm) 56,57 PLEASE NOTE: W O ( 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY,THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR. FOR EXAMPLE,A SPECIFICATION FOR#4 L� ( STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". z X z c 2.AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS IN OPEN GRADED STONE,STORMTECH COMPACTION REQUIREMENTS ARE MET FOR W V V) Z LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(229 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. W ¢ z v "i �r;Y: tialt•k !r 4 1 ti J..�,•• »:« .}.;,t O LLl �f• i M.ke;r;` •;{• *.i•.:�•, "ti w /1`+• :#: .'i;++•++:2:. �. :♦ S''i•. �..� � .�''i aY.r.••�• r•. ,.'!�'.'.y,.7,M'••wy„l :'}' :7!}.;y ! •v,•}t�,.$;ay' w ,D;! j+r''7r �f;�j� Ya t::�'..ij.:% ,;r':;.! i 5: ;.s•;�r:•*.t!!;• D z *. .?1�r.,t:1 + 96"(2438 mm) Y:': .y+•.y, .'iii' ,?"••%�:",•..:»;. �� +.,,:,1. }::.• �`•"'�. .. Y.� MAX. O m 11'y..%,� ••,51`P A.,:•.+h y.'f,R `J,v:r, �?N.T+C. r" :wW',' i Inr"`'1 �' '"h r.w n Y !%w`i fy,,�n,{{�Y1i-Ir/.Y/I}4^. {=A• 4M 1.1 s� p "r M e ✓t5 w'4 f +#... ''"�' Y r 4;.,�'Vw, ,'}%'ti%+',1,yp " ;t'•v„k�'31'�,}31,s' CWh,+l, ,�,; ' 18 (457 mm) ■ter ti.l � �tinmY l..y+ft.' t.,r{..!=•'. ,Z,'t:kdv`r: °lid ��^y .;,�•rM!',•'� ti 3'_''Fs'{` i' �. tI»+^ ' ■j. mm MIN. MIN• Ld r v o SEDIMENT TRAP B Y I W/ HINGED LID w O X0 24'" SQUARE DEPTH OF STONE TO QQ U) A DESIGN ENGINEER BE DETERMINED Y/6"(152 mm)MIN. ��2 m SIDE VIEW ISOMETRIC SECTION CL ( in LO af BAR IS ONE IN ON DATE: 00u�>N V STATE APPROVED -� ASPHALT DIPPED v)6•'-(r I � ACCEPTABLE FILL MATERIALS ORIGINAL DRAWING �1��,�, p �• 4/8/11 Q �V "� _ "" STORMTECMSTANDARD DETAIL DISCWMER StormTech° DESIGNED BY• CHECKED 8Y• V-V-,r_ 1 2 4 S Q U ARE 6 0 0 UTLE T STORMTECH STANDARD DETAILS DEMONSTRATE RECOMMENDATIONS FOR INSTALLATION ANDIOR STANDARD DIMENSIONS OF STORMTECH PRODUCTS. arw. ...... SCALE: NTS �O O W e} STORMTECH DETAILS DO NOT SUPERSEDE ANY STATE OR LOCAL REGULATORY S°ECIFICATIONS.R IS THE RESPONSIBILITY OF THE CONSULTING sobw'ba.Sto" tx Manapsm•nt• , O N Fim r- ENGINEERTO ENSURE COMPLIANCE WITH ALL REGULATORY SPECIFICATIONS.STORMTECH HAS NOT AUTHORIZED,AVD iS NOT RE8P0�&3t E FORANY DATE: 12-10-08 ��y/yr�� AAR B D L � �•-((} STORM WATER CATCH BASIN DWG # ALTERATIONS 0T4ER8 TO$70RMTECH 3TAVa1tZO DETAi.B. we«...,e,a o�+.+a . f.-,�(>O BRAWN BY: JLB m CHECKED, JOB NUMBER "•�"'�.Z I PROJ. MAN. DOUG P. DWN. PAUL G. SCALE NONE ¢X Gibson Steel Basins li-!Uj SINCE 1872 DATE: JAN, 23, 06 MODEL: GCB10-36H13-6 10838 DWG NAME: ��QJ 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fox:344-0207 1 Og67 C6.2 ¢F_1=z9: z ¢o w w ..._ r. _... _._. C6.2 IzU)tLOX SHE - ----------- - _ - _ _ - -- -- --- - - -- _ - _ -- - - - - ---- -- - . -- - __---_-_----._ __ -- - - - - - - - _.,- - - - -- --- ------- - - - - - _____ ___ -- -- -- -- -- - - - --- --- -- --- -------.-- --- --- ------------------ - - - -- — __ .- ----- -- - - - ---- ----- - - -- - — : P4 I . I 94 1 I t NEW COMCAST PEDESTAL (1)4"C. SW DARTMOUTH STREET NEW TELE VAULT Q NEW PGE VAULT i y� �Y !~'�_ (j � f PW {1)2 C. (1)2"C. i EXISTING PGE VAULT " .�,,.. ..--,.p^,._.:^.....V..�.,x:,...,-,..,,.,.- -a._...,�...�..-,.^.,-._ - - -.------- __ " ..,-,^, ta- - ...__�� r<�.>_-.,.,w,..� .....:_ ..-..-- .....A.._ -... ,_. .�...,...y..-,m-., ...,.-..�,,.�.�..-. ___.___.-..___� " '_ �_ -..............�._..-.,.-.. �A� _ _ - - - - - - - - - - - - --- - - ---=-_________ - - - i S8 8 5 4 14 W SW DARTMOUTH ° H __ -_ '-- No"MM -- - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - -- BOUNDARY AFTER 1 1 : ROW TAKINGS o - 1 ORIGINAL BOUNDARY 1 ® 1 o / V , / I )/0 4 �� CA 676' ' ; + �68 � + � +7`Q5 _,1b 1 C� `� ` /�--� 7 I ._. II � uu I ll..� �l 1 �� 22 30 - 1 / 8 ■ z t t2 / 47 26 z 1 + / 25 1 W -own- W4 4 � + 049 , , � . 1 4829 In jmv 2 ■ Q f F 017 ■ 19 8 I � i ..7 y N �i r + 00 1 27 j 2 U6 9. . � / 1 9 � 6 45 • / 26 045 0 .: 1 + 01 1 , ♦ .•� / 6 3 ,..> +6 18 err ) / 61 %� 47 1 rN � 42 � �/ cn N i K _. � / r r r 24 ® 033 034 3 73 (9,776 1 _ r r oV 1 1 11 48 11 O NA LD 03 @758 I} 1 / 10 50 02 6 7zo5 ® 1 H;so3-224_,z2S,PORTLAND, .MEF-PC.COM 5 1JOB M11�4�zzfwl< ® 50 1 , 17 . 98 ) N 88 °3220 E1 ANDERSON 1 039 I `I ► 1 038 1 DABROWSKI , -. ARCH ITECTS 36 v Z. �, 1 40 1 LLC D N ■ 1 / 41 i 3 1 1 i Portland Office: / 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 TREE PRESERVATION NOTES: T: 503 239-7377 N 1 62 s I F: �503� 239-7327 1. PRESERVED AND RETAINED TREES ARE TO BE ' PROTECTED FROM CONSTRUCTION ACTIVITIES BY Ul STURDY FENCING. THE FENCING MATERIAL SHALL 2 BE HIGHLY VISIBLE, 6-FEET HIGH,WIRE NO-CLIMB • ' / / FENCING,ATTACHED SECURELY TO METAL FENCE 0 " ■ "'� /� ' POSTS DRIVEN INTO THE GROUND AT 6-FOOT _ / 1 3 +1 0�- +1 64 INTERVALS.THIS FENCING IS TO BE MAINTAINED v 1 + X+1 ADEQUATELY ALL DURING CONSTRUCTION SO AS TO C0 h ` % -�- a 15 PREVENT ENTRY INTO THE PROTECTED AREA. o —� �? �\ / ; ; WWW.ADarchitects.com 0 E » 2. TREE PROTECTION DEVICES SHALL BE INSTALLED TO + 3 2 2 + 18 x 94 I ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PROTECT THE ROOT ZONES OF TREES LOCATED ON PLANS SET FORTH ON THESE SHEETS ARE OWNED BY ADJOINING PROPERTIES IF ANY TYPE OF ACTIVITY006 I AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR WILL BE DISTURBING THE CRITICAL ROOT ZONE. + + 1 87 ARRANGEMENTS WITHOUT THE WRITTEN PERWSSION 3. EQUIPMENT,VEHICLES, MACHINERY, DUMPING OR (7.007 OF ANDERSON HI"C DABROWSKI ARCHITECTS,I..t.C,IS PROHIBITED A CHI STORAGE, OR OTHER CONSTRUCTION ACTIVITIES, LEGEND BURIAL, BURNING, OR OTHER DISPOSAL OF CONSTRUCTION MATERIALS SHALL NOT BE LOCATED RED ROCK ENT INSIDE OF ANY TREE PROTECTION DEVICE. PHASE IIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST ° DECIDUOUS TREE TO REMAIN 4. ALL TREE PROTECTION DEVICES SHALL BE: A TIGARD, R A. VISIBLE B. WELL-ANCHORED C. APPROVED IN THE FIELD BY THE PUBLIC WORKS DIRECTOR OR DESIGNEE PRIOR TO CLEARING, GRADING, TREE MITIGATION PLAN - PHASE 2A ° CONIFEROUS TREE TO REMAIN OR THE BEGINNING OF CONSTRUCTION. CONSTRUCTION DOCUMENTS 5. MITIGATION CALCULATIONS ARE IN ACCORDANCE SCALE. 1 20' Revisions: WITH SECTIONS 18.790.030B, 18.790.060D AND 18.620.070 OF THE TIGARD MUNICIPLE CODE. Al REVISIONS RESULTING FROM CHANGES TO LIMIT OF WORK 6. SEE SHEET LD3.0 FOR MITIGATION DETAILS. LINES AND FOR CLARITY CONIFEROUS TREE TO BE REMOVED A7. TREE PROTECTION DEVICES REFLECT PHASE 2A DEVELOPMENT; TREE LINEWIEGHTS REPRESENT / COMPLETE SITE DEVELOPMENT AND CORRESPOND Date: 04.07.11 TO MITIGATION CALCULATIONS,WHICH ARE FOR THE ENTIRE SITE. 11. ' DECIDUOUS TREE TO BE REMOVED Scale: =20-0" / 8. CONTRACTOR SHALL ALLOW ACCESS BY THE CITY �. ARBORIST FOR THE PURPOSE OF MONITORING AND LISTED ON JANUARY -' SURVEY File Name: INSPECTION OF THE TREE PROTECTION TO VERIFY Project No.: AD 05183.01/2912 s THAT THE TREE PROTECTION MEASURES ARE ' TIME BUT NOT EXISTING AT TME OF �- , ,J• ARBORIST'S REPORT PERFORMING ADEQUATELY. FAILURE TO FOLLOW THE PLAN, OR MAINTAIN TREE PROTECTION FENCING Drawn By: BDR IN THE DESIGNATED LOCATIONS SHALL BE GROUNDS . ' SHOWN ON 1999 SURVEY BUT NOT MB FOR IMMEDIATE SUSPENSION OF WORK ON THE SITE EXISTING AS OF JANUARY 2008 SURVEY UNTIL REMEDIATION MEASURES AND/OR CIVIL Checked By: L CITATIONS CAN BE PROCESSED. • Jurisdiction Awoval: 9. PROJECT ARBORIST SHALL NOTIFY CITY ARBORIST IN + 3062 SURVEYOR'S OR ARBORIST'S WRITING AND CALL FOR INSPECTION WHEN TREE INVENTORY TAG NUMBER PROTECTION HAS BEEN INSTALLED. ARBORIST'S TAG WHEN TREE IS IN GOOD CONDITION AND 12" PHASE 2A NOTES: +.3062(15GAUGE OR LARGER-SIZE IN MITIGATION CALCULATIONS FOR OVERALL SITE: PARENTHESES-TREES W/O SIZE INDICATED ARE UNDER 12" ...... 1. MITIGATION CALCULATIONS ARE IN ACCORDANCE TREES CALIPER INCHES ; / WITH SECTIONS 18.790.030B, 18.790.060D AND TOTAL TREES IDENTIFIED BYSURVEYOR-177 If TREE PROTECTION FENCING 18.620.070 OF THE TIGARD MUNICIPLE CODE, AND / TOTAL TREES INDENTIFIED BY SURVEYOR TO UNLESS OTHERWISE INDICATED, APPLY TO OVERALL HAVE CALIPER OF 12'OR MORE 34; 639 SITE DEVELOPMENT AS APPROVED BY THE CITY OF : TIGARD PDR 2010-00002. ......... ........ _..._.. ........ ......... ....................... .......... TOTALTREES 12"CALIPER OR GREATER EXISTING ON ....... .............. 2. SEE SHEET LD3.0 FOR MITIGATION DETAILS. ARBORIST'S REPORT ' 25 458', ........... PLUS TOTAL MISSING TREES 12"CALIPER OR GREATER 9 181:' GENERAL NOTES: 3. TREE PROTECTION DEVICES REFLECT PHASE 2A-ON TOTALTREES 12"CALIPER OR GREATER ,; 34 639 SITE DEVELOPMENT; TREE LINEWIEGHTS ....... ....._.__ REPRESENT COMPLETE SITE DEVELOPMENT AND - -- ...............- ARBORIST'S SURVEY AMENDED TO CORRESPOND TO MITIGATION CALCULATIONS. *NOTE-ALL TREES WITH A CALIPER 12"OR GREATER WILL BE REMOVED AS PART .. ... DISTINGUISH BETWEEN TREES TO BE 4 OF THIS DESIGN,ANDARE INCLUDED IN THE FOLLOWING CALCULATIONS: REMOVED AND THOSE TO REMAIN 5. PHASE 2A TREE REMOVAL: TREES TO BE REMOVED 6"CAL. OR GREATER-85 TREES 12"CALIPER OR GREATER TO BE REMOVED&MITIGATED 34 639 TREES TO BE REMOVED 12"CAL. LESS TREES MITIGATED IN WETLAND 2 31 OR GREATER- 9 TOTAL: LESS TREES MARKED AS EXEMPT BY ARBORIST 6 132 1 HAZARDOUS TREES 8 TREES TO BE MITIGATED NET VIABLE TREES 12" CALIPER OR GREATER TO BE MITIGATED26 476: ....... ... ..... ................. 6. PHASE 2 CALIPER INCHES TO BE MITIGATED: 146 ............ OVERALL SITE MITIGATION CALIPER INCHES TO BE INCHES MITIGATED SEE LANDSCAPE PLAN 498. Sheet Title: TREE MITIGATION PLAN _ _ _. _ PHASE 2A INSTALLED AS PART OF PHASE 2A: 124 Sheet No.: LD 1 .0 -, j ,. - - . - - / --- v - �r \' \ - � -. ,-• SW DARTMOUTH STREET AUTO DRIP FILTER KIT j 5 QUICK COUPLER 2 REMOTE CONTROLL VALVE 8 ISALLATION VALVE �3. �3. D3.4 D3.4 r' MAINLINE SHOWN IN SUB-SURFACE 9 7 6 PAVED AREAS FOR 5 4 3 2 POINT OF CONNECTION DRIP LATERALS LD3.4 V - - - -VIQUAI rl ARI•r]LONI Y. 1-DRIP - - - 7 MANUAL VALVE DRAIN 27 1.5" 19 1.5" MAINLINE SHALL BE PLACE IN PLANT BEDS 18 1.5" 16 1.5" 29 1.5" MAINLINE SHALL BE 30 1.5" FOR VISUAL CLARITY ONLY. D3 4 PLACED WITHIN 1'OF WHERE POSSIBLE. PLACED WITHIN 1'OF PLACE IN PLANT BED. DRIP TUBING PROPOSED SIDEWALK. PROPOSED SIDEWALK. LAYOUT © D 0C P 1--i O W j 'Q-9 11W I 11W 11W - - - - i I 1 ti i7 - / / / / / / /i/moi///%/ /i//////% / ' � ............................................................................................................................. 1 I 1 BUILDING A ';' � I `� , POINT OF CONNECTION •#e . OREGON" 1 III 11 ,115 SQ FT ' SHOWN IN PAVED AREA J ,' 1 I I FOR VISUAL CLARITY ONLY. , MAINLINE SLEEVING I , t, .-- jl , MEDICAL IQ ' I PLACE IN PLANT BED. 1 MAINLINE SHOWN IN PAVED AREAS OFFICE - 11 ,115 I } `` - '� FOR VISUAL CLARITY ONLY. PLACE IIII , II I 1 1 IN PLANT BEDS WHERE POSSIBLE. O ' MAINLINE SHOWN IN / 1 1 �I II ® © ' 1 PAVED AREAS FOR } I> LIJ / I VISUAL CLARITY ONLY. <` ♦ / _ 1 - i - - PLACE IN PLANT BEDS - LIMIT OF WORK LINE ' -- I -- 4 I WHERE POSSIBLE. 7 M A C DONALD PHASE 2C OFF SITE IMPROVEMENTS 8 fz'NVIr 0�-��E�3TAL V A t4NG C: ' I ' PORTLAND,OR 97205 �; _ €' Lst13-224 12ZS fVa.t'#E6'PC.�C7Nr CARPOOL! CARPOOL/ 26 1.5" VANPOOL CARPOOL rl A j ' 31 1.5" PULL 5 EXTRA ZONE WIRES TO 10 % A N D E R S O N ' I - THIS POINT FOR FUTURE USE. IIII - SLEEVE UNDER 1 ' \`I D A B R O W S K I' LIMIT OF WORK LINE 1 1 III III PAVEMENT LD3.4 32 1.5" PHASE 2A ON SITE IMPROVEMENTS I 1 MAINLINE SLEEVING I I VALVELINE SLEEVING ' 2A j ARCHITECT S 1 _ II II LLC OW 6 1" ' I - • 25 1.5"Ill p r I gkh 12 PULL 6 EXTRA ZONE I I' 1 I I I I IIII FOR FUTURE THIS POINT ' 22 1.5 l! 1 _ _ _ _ � � � � � � � � ■� � � � �' PO. PSPRINKER 4 ( I IIII 1 LD3.4 THERE ARE 3 SLEEVES ' Portland Office: THAT CROSS THE '.. 1430 SE 3rd Ave, Ste 200 f ' PARKING LOT AT THESE ' Portiand, OR 97214 LOCATIONS. i T: 503 239-7377 IOOdNtlA - IOOdNVA F: �503� 239-7327 I -J 19 - r II IIII 13 i 5 - - - - - - - IIII www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR PULL EXTRA ZONE WIRES ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION IRRIGATION PLAN PHASE 2 '' 1 '♦,_..._.�__......i . ...--/`` �' .- - 1 TO THIS POINT ZONES ,; or-rtNc?ERSON DABROWSKI ARr HrrECTs;I-.t.c,Is PROHIBITED BY LAW. FOR FUTURE USE. 1 SCALE: 1 " - 20' - - i' RED ROCK CENTER 1 _ PHASE IIA ONSITE BID PACK 1 SW 72ND AVE AT SW DARTMOUTH ST TIGARD, OR T CONSTRUCTION DOCUMENTS Revisions: IRRIGATION LEGEND S P RAY HEAD LEGEND `�`,-_ AND MINOR - `�, �._.-. ✓�, '. /`---/'-__!` ._... ^♦� ---- ✓ '` ^ -'` '\._.� ^�\ , ;-\ .,.' r LIMIT OF WORK A © POINT OF CONNECTION OPTIMAL OPERATING - �` --- SITE CHANGES ❑M 1-1/2 WATER METER MODEL # DESCRIPTION PRESSURE /` - "" ALL SPRAYHEADS TO BE INSERTED ONTO RAINBIRD 1806 POPUPS Q 1-1/2" DOUBLE CHECK VALVE ASSEMBLY c RAINBIRD ESP-LX MODULAR CONTROLLER 24 STATIONS Date: 04.07.11 ( ) Q 90 RAINBIRD MPR 5 SERIES 30 PSI ❑© RAINBIRD ET SENSOR WITH RAIN CLIK 8 180 Scale: 1" =20'-0" DRAIN VALVE ® 90 RAINBIRD VAN SERIES 30 PSI e180 ® GATE VALVE 270 Project No.: AD 05183.01/2912 File Name: D4 ISOLATION VALVE (8 360 090 RAINBIRD U8 SERIES 30 PSI IRRIGATION NOTES: GENERAL NOTES . Drawn By: BDRCAR RAINBIRD PESB-PRS-D, REMOTE CONTROL VALVE 120 SEE PLAN FOR SIZES, SEE DETAIL 2, SHEET LD2.1 8180 Checked By: LMB 1" RAINBIRD AFS 100-LSS AUTOMATIC FILTER KIT 0360 1 . LOCATION OF METERS, PIPES, SLEEVES 1 . IRRIGATION PLAN FOR PHASE 2A AND ............................... SEE DETAIL 10, SHEET LD2.1 90 RAINBIRD U10 SERIES 30 PSI AND VALVES ARE SHOWN PHASE 2C WAS DEVELOPED AS ONE Jurisdiction Approvaldb O QUICK COUPLING VALVE (RAINBIRD or APPROVED EQUAL) 180 DIAGRAMATICALLY FOR CLARITY. COHESIVE PLAN PER PRIOR 3" PVC SLEEVE 3270 60 LOCATE IN PLANTING BEDS UNLESS CONVERSATIONS WITH TIGARD CITY PVC TO 1/2" POLY TUBING CONNECTION Q 90 RAINBIRD U12 SERIES 30 PSI SLEEVING IS SHOWN. PLANNERS. BOTH LIMIT OF WORK LINES 2" SCHEDULE 40 MAIN LINE 0 120 ARE SHOWN ON THIS PLAN. E 3/4" CLASS 200 PVC LATERAL LINE e 180 2. KEEP ROOT DISTURBANCE OF EXISTING 2. SOME AREAS WITHIN THIS PHASE OF - 4 1" CLASS 200 PVC LATERAL LINE & 270 TREE TO A MINIMUM. HAND EXCAVATE IF DEVELOPMENT WILL REMAIN ROUGH � 360 15 1 1/4" CLASS 200 PVC LATERAL LINE O 90 RAINBIRD U15 SERIES 3o PSI NECESSARY. DO NOT REMOVE ROOTS GRADED, AND AS SUCH DO NOT INCLUDE ' 1 1/2" CLASS 200 PVC LATERAL LINE d 180 LARGER THAN 1" DIA. WITHOUT PLANTINGS OR IRRIGATION. STATION NUMBER a 270 CONSULTING LANDSCAPE ARCHITECT. 5 p RCS/ RAINBIRD 15 STRIP SERIES 30 PSI LCS 22 1.5 o SST 3. FIELD ADJUST HEAD RADIUS AND ARC VALVE SIZE • RAINBIRD PC-10-1032 30 PSI FOR MAXIMUM COVERAGE WITHOUT GPM WITH PC DIFFUSER CAP OVERSPRAYING PAVED SURFACES; RAINBIRD XF SERIES DRIPLINE: SPACING 12"; 0.9 INSTALL VAN NOZZLES WHERE GPH EMITTERS SPACED 12" APART NECESSARY. SEE DETAILS ON SHEET LD2.1 NOTE: ALL COMPONENTS SPECIFIED HERE ARE 4. EXTEND SLEEVES A MINUMUM OF 12" ONLY SUGGESTED COMPONENTS AND MAY BE BEYOND PAVING OR CURB INTO PLANT REPLACED WITH AN APPROVED SUBSTITUTION. BEDS. Sheet Title: IRRIGATION PLAN- 5. REFER TO IRRIGATION SPEICIFICATION PHASE2 FOR ADDITIONAL REQUIREMENTS. Sheet No.: LD 2.0 FINISH SHRUB BED GRADE SPRAY HEADS PAVEMENT FINISH LAWN GRADE SCHEDULE 40 P.V.C. STREET ELLS QId =f I I IIIIIi I_-1 I FLEXIBLE 'FUNNY' PIPE(Length as Required) SCHEDULE 40 P.V.C. STREET ELLS � �---+ LATERAL PIPE Z � 1 -1T��111 CLASS 200 P.V.C. z rM 11" X 17" VALVE BOX AUTOMATIC VALVE BOX WITH CLASS 200 PVC SLEEVE z INSTALL FLUSH w/ FINISH CONTROL VALVE T-TYPE LID OR IRON FOR LATERAL LINE GRADE CONTTROL WIRE & SPARES FINISH LID - SEE NOTE 2 �„ POP-UP P P RAY SPRINKLER FINISH GRADE w/2 L . COILED IN BOX GRADE SCHEDULE 40 PVC SLEEVE \ �} // I ` SCALE: NTS U FOR MAINLINE, TWO SIZES LARGER THAN MAINLINE � � BETWEEN STAND � � 2-118/2'SIZE—NCO T1-7OR LARGERE UNIT- NOTES; ' I PIPE AND LID..------I � ' PVC BUSHING + I— �� Q XTENSION AS NECESSARY- 1 ECESSARY- NIBCO T-17 QUICK COUPLE 4 DIA. PLASTIC C, o SEE NOTE 5 R 1. SLEEVING ON PLANS IS SHOWN DIAGRAMATICALLY. SLEEVES ARE SIDE BY MAINLINE MIN.SIDE IN SAME TRENCH AND MAY DIRRER IN ACTUAL FIELD CONDITIONS. FLOW STAND PIPE, ADAPTERS AS NECESSARY- 5 FINISH GRADE 2. ALL SLEEVES TO EXTEND A MINIMUM OF 12" BEYOND PAVING OR CURB SEE NOTE 3 INTO PLANTING BEDS. FLOW FROM BACKFLOW ,� 3. INSTALL A 1/4" NYLON PULL CORD EXTENDING 5' BEYOND SLEEVE ENDS, CONTROL WIRES DEVICE f/,rr�Y,r� �, /\,�, /\'��j --- fi ROUND PLASTIC VALVE BOX AND SPARE TAPE � �. \\\�•,\\�,\\ \\ \ \ '�. \ CAP ENDS AND MARK EACH SLEEVE WITH A METAL T-POST PRIOR TO TO BOTTOW OF \�\\�\\y\�\ #5 REBAR, 30" LONG BACKFILLING. MAINLINE -TY SUPPORT VAL E BOX I ��' � I I / / / / / ,�`/ W/ (2) CLAMPS 4. INSTALL 1 PVC SLEEVE FOR MAINLINE AND 1 PVC SLEEVE FOR LATERAL PVC S X TH ADP { ) `� a /\\/�`\r\� /\f\\/\\/\\/\\� WITH 4 BRICKS-TYP, a COMMON RED BRICK \/`�/`�/ \�'\/ i I �, ��` "�' BETWEEN BOTTOM EDGE OF �/�\\/r'\\//\\/ / / \ \, MARLEX STREET ELLS LINE(S),IF SLEEVES INSTALLED BY BORING, THE MAIN SLEEVE SHALL BE INSTALL 3"' DEPTH MIN. OF 314" DRAIN PVC UNION I I �' �Qa a I SCH. 80 PVC RISER LARGE ENOOUGH TO CONTAIN MAINLINE AND 2 LATERAL LINES. ROCK IN BOTTOM OF VALVE BOX. MIN. 4" PVC SCH. 80 I ��""$ Ill � VALVE BOX AND EXTENSIONif\\j\\�,\t\;•\\/\ NIPPLES BOTH ENDS AND GRAVEL. ( 5. PERMANENTLY MARK CURB OR PAVEMENT BY SAWCUTTING OR SCORING NOTE: of VALVE} `III= - SCH. 80 PVC TEE OR AN "X" IN THE OCNCRETE AT THE LOCATION OF THE SLEEVE. BUSH DOWN TO VALVE 3 CUBIC FEET PEA GRAVEL ELBOW ® PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. AT BOTTOM OF BOX SIZE AT VALVE ONLY MARLEX STREET ELL SECTION A. 1 . SLEEVE UNDER PAVEMENT 2. REMOTE CONTROL VALVE . NIBCO GATE VALVE DETAIL . QUICK COUPLER VALVE SCALE: NTS SCALE: NTS SCALE: NTS I 11 x 17 VALVE BOX, INSTALL M A C D O IST A L D FLUSH WITH FINISH GRADE ENVIRONMENTAL PLANNING, PC EASY FIT COMPRESSION TEE: BALL VALVE, SEE LEGEND +oxit.r+orrST,xrw"470 FINISHED GRADE FOR SPECIFICATION RAIN BIRD MDGFTEE swsAPORTLAND,OR 97203 PI•k SW224.1225•W W W.MEP.PC.COM LANDSCAPE DRIP ZONE XERIFLEX TUBING FINISH GRADE A N D E R S O N MAIN LINE DEPTH AS PER SPECS. TIE DOWN STAKE: DABROIlVSK RAIN BIRD LD16STK ARCH I T E�i T S rw PVC MALE ADAPTER L L C NOTE: 17" X 30" X 24" PENTEK POLYMER 1. INSTALL AT LOWEST POINT ON SUPPORT VALVE BOX WITH (4) CONCRETE FLUSHMOUNT PULL BOX MAINLINE FOUR BRICKS TYP. 1"-2" FINISH CATALOG NO: AUPHA173024S 2. USE RECTOR SEAL NO. 100W PIPE GALV. UNION \ \ \ \ \ \ \ GRADE DOPE ON ALL THREADED FEBCO MODEL 850 1" NIPPLE MIN MIN CONNECTIONS. SECTION VIEW- N.T. DOUBLE CHECK VALVE �/ /� + // // // ■ VALVE MARKER -- INSTALL 3" DEPTH MIN. OFA`/`\\ FINISH GRADE 3/4 DRAIN ROCK IN ` \, \ \ \ \ \ PRESS. TREATED 2X BOTTOM OF VALVE BOX //\//\/�r\/,, , �/\/�/\//\//\//\// \//\ Portland Office: EXT. BOX GALV. NAILS 6" MIN j _ _ \ '`�\ '�\ '`�\ '4\ �\ /\ /\ /\ /\ /'\ ,\ �� 1430 SE 3rd Ave, — MAIN LINE \ �' �° \` \ \ \ \ \ \ \ Ste 200 =!!ISI I(_)I I�1 I I~ — — 2 P.V.C. SLEEVE %/\l/\//\/,� f\//� /\//\//\//\// \//\ Portland, OR 97214 G.I. TEE W/ 1 LAT. TO _ _ _ _ \/\,�'\.�\/\/\,l\�'\/\/\/\/ /\/ 3 239-7377 I— VALVE BOX \, \ \ ``�, \ �\ \ \ \ \. \ \ F: 503 239-7327 QUICK COUPLER S 1=III-1I1=11I �IIl-1I1=1I!� `'/ //f//%//i//i/�i'/ /i//i/f /i//i/i'. =1I1=1I I=1I1= Ili 111-1)I MAINLINE p BALL VALVE (SIZE TO . rr � VIEW- ►I.S, MATCH MAIN LINE SIZE) S �— — SCH. 40 GALV. NIPPLE NOTE(S): NOTES: IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL • , °° °°° ° c°° °°°>°°°°°°°°a ° °°°°°°°° ° FEBCO MODEL 850 `)I I -i i_ _ BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE DO NOT BURY MORE THAN 2'" BELOW GRADE AND REDUCING VALVE �I I I — _ —w 2 CU. FT. GRAVEL SUMP INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INCLUDE AIR RELIEF VALVE {SEE DRAWING- "AIR FROM PIPE RISER SIF REQUIRED Double Check Assembly ___ a INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE RELIEF VALVE KIT-AR VALVE KIT" FROM METER GATE VALVE Pit Installation ---- ---- INSTALLATION AT MAIN LINE DEPTH. }' www.ADarchltects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,P PLANS SET FORTH ON THESE SHEETS ARE OWNED AND ARE THE PROPERTY OF ANDERSON DABROWS 8. Dl's U B L E CHECK VALVE ASSEMBLY 7. MAN UAL D RAIN VALVE 8. I SO L.ATI O N VALVE 9. SUB S U REAC E DRIP LATERALS SARCHITECTS,ILC. ANYUSE,S,IDEA S,DESIGNS,AND OR�ISCLOSURE .. ARRANGEMENTS WITHOUT THE WRITTEN ERMISSI OF ANDERSON DASROWSK!ARCHITECTS,LLC,IS SCALE: NTS SCALE: NTS SCALE: Ni S PROHIBITED BY LAW. N Red Rock Center I SW 72ND Ave at SW Dartmouth St Tigard,OR I CONSTRUCTION DOCUMENT ------ ---- RAIN BIRD SPLICE-1 (1 OF 2) Revisions: LANDSCAPE DRIPLINE TUBING; SINGLE-OUTLET BARB INLET X BARB OUTLET FINISH GRADE/TOP OF MULCH RAINBIRD XERIFLEX 12" OC. 0.9 GPH EMITTER: 30-,INCH LINEAR LENGTH 0 ID TAG: RAW BIRD VID SERIES RAIN BIRD XERI-BUG EMITTER WIRE, COILED UNIVERSAL Y" TUBING STAKE: -�� REMOTE CONTROL VALVE: RAIN BIRD TS-025 3/4-INCH PVC SCH 40 EL RAIN BIRD PESBj Y" DISTRIBUTION TUBING: Date: 01.25.11 (1 OF 2) RAIN BIRD XQ TUBING scale: 1"=20'-0° 3/4-INCH PVC SCH 40 UNION VALVE BOX WITH COVER: (LENGTH AS REQUIRED) RAIN BIRD VB-STD EMITTER (PRE-INSTALLED) IN TOP OF MULCH I roJect No.: 05183/2712 3" MIN. TUBING File Name: 3/4-INCH PVC SCH 40 REDUCING MALE ADAPTER PLANT MATERIAL Drawn By: CAR (1 OF 2) Checked By: LMB PVC PIPE TO DISCHARGE POINT Ya" SELF-PIERCING BARB CONNECTOR: SPB-025 db ... � Jurisdiction Approval. PRESSURE COMPENSATING /\\\ �\�\ i'\\�r \" \ -----W %" POLYETHYLENE TUBING: BRICK (1 OF 4) IN-LINE EMITTER TUBING / / / / / 'r/ '�/ RAIN BIRD XF SERIES TUBING OR 0 0 00 0 0 /�\\\ ,�j;\�/;,\\/\\`i;�\i\\`��` RAIN BIRD XT-700 XERI-TUBE OR a�� O� EASY FIT COMPRESSION TEE �' RAIN BIRD XBS BLACK STRIPE TUBING 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL RAWBIRD MDCFTEE FINISH GRADE PVC MAINLINE NOTES: 3/4-INCH PVC PIPE (3-INCH 1. USE RAIN BIRD XERIMAN TOOL XM-TOOL TO INSERT BARB CONNECTOR a LENGTH) DIRECTLY INTO J2" POLYETHYLENE TUBING. NOTE: 1-INCH PVC SCH 40 MALE 2. SHOULD THE EMITTER BECOME DISLODGED UNREGULATED FLOW WILL AUTOMATIC FILTER KIT AF100-LSS IS COMPRISED ADAPTER (1 OF 2) OCCUR. OF Y-FILTER, REMOTE CONTROL VALVE, 3/4-INCH 3. RAIN BIRD XERI-BUG BARB X BARB EMITTERS ARE AVAILABLE IN THE UNION, 2 3/4-INCH ELLS, AND 1x 3/4" 1-INCH RAIN BIRD Y-FILTER FOLLOWING MODELS; REDUCING MALE ADAPTER. EMITTER (PRE-INSTALLED) IN PVC MAINLINE TUBING XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2,0 GPH 10. AUTOMATIC DRIP FILTER KIT - 1 !' 11 . DRIP TUBING LAYOUT 12. BARB CONNECTOR INTO 1I2" TUBINGWITH 1 /4" TUBING STAKE AND XERI-B UG .SCALE: NTS SCALE: NTS SCALE: NTS Sheet Title: IRRIGATION DETAILS Sheet No.: LD 2. 1 I 0`-MEET (E)FH 0 '111 IxI + Cq 1 �► 1_ � BUILDING B � 1 1 j PAD SITE ONLY __ B 1 , 1 14'-6" 1 11 ,115 SQ FT I y MEDICAL OFFICE - 11 ,115 81-0" 8'-0" 1 1 II ►� 1 II I "N1001 _ - --- - - 11 1 16'_0° 1 1 ° 1100 1 � � 1I I ° CARF oOL r P L A ° I ° .. D' VA OOL ANP( •1 ' 1 I 16'-0' 16'-0' 116-10' 1,81 r---� r---� + I ° I W I ° I I I 55'-9° ° 1I >r ~ W ,A. O ,A. T,. D + + + + + + + �-�r w D3. 29'-0' - _ 1 13'-9' 13'-911 - TREE WELLS I + + ANDERSON 1 ,OOdNVA 1000N 35'-7" „�O . ��/ D A B R O W S K I 1 1``�� 1 i 1 � , 0 00 ARCH ITECTS 1 ' 1 ° 1 5 + + D3. co �✓J L L {,moi Al 1 l C � 1 BUILDING C FUTURE PAD SITE WASTE & Portland Office: 1 RECYCLING 1430 SE 3rd Ave, Ste 200 1 Portland, OR 97214 T: {503) 239-7377 1 F: (503) 239-7327 xx xx � MIS � ®II I� � � � � 1• I� � � r � r �1 � r r � � IIIII� � � � � � � �• www.ADarchitects.com I• � IIIII� IIIII� IIID IIIII� � IIIIII� I� IIIII� � T R E- L PLAN - PHASE 2A ---_ ......................... --_ _ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY SCALE: 1`"=20' AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENT'S WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. TREE MITIGATION DETAILS- PHASE 2A-ON SITE TREE MITIGATION DETAILS RED ROCK CENTER . ..,.. . .. .............. 1. 1 _ PHASE IIA ONSITE BID PACK .................. .... .... ; ...... _.............. .......... ... . .. ...- NEW TREES SIZE QTY INCHES TOTAL °NEW TREES SIZE QTY INCHES TOTAL SW 72ND AVEAT SWgARTMOUTHST .. . ... .. ..... .. .........o . . ............ ......... . ..... ..... . . .... Q TIG ARD,.. STREET TREES- 100/CREDIT STREET TREES 100%CREDIT I ARD, OR ....... .....................I.............................................. SCARLETSENTINELMAPLE 4" ? 0 0 € ISCARLETSENTINELMAPLE 4" 17 68 I r--, .... .................... ....................... ....... .......................................................... .................... ............. ... ...._........... ..................... ..... . ..... . . . .. . . » . o,,, L. T A TYPE SOIL/PREPARED 1( " REE TIES STRAP LIMITS OF STRUCTURAL KATSURA 3.5 s KATSURA 3 5 14 49 -.........- L PLANTING MEDIA AREA RO STRAIGHT ED i rr rr r 1 2--2 x 2 x 8 P.T.D.F, CONSTRUCTION DOCUMENTS PARKING TREES- 100%CREDIT F PARKING TREES-100%CREDIT STAKE, CONSTRUCTION GRADE CONST URBANITE ASH 4" 11 44 URBANITE ASH 4" 21 84 Revisions: M..»..».»....... .... .... ... » ,,.,,,.., .„» . . ,,..:.:. .,».., ,.,,,, . ,,, »».»,., ....... ............. ......... . ................... . ... . ...... ........... ............. ...... ......... Rev' ' TREE WRAP TO FIRST BRANCH TREE LEGEND PACIFIC SUNSET MAPLE 4° 0 0 PACIFIC SUNSET MAPLE 411 6 ,.., __........ 24 •„-, ....... KATSURA 3.5” 0 p ;KATSURA 3.5" 8 i 28 ! OPEN BURLAP ABOUT TRUNK SATE CHANGES T EE PLANTING ................ FOLD BACK AND UNDER NAME SENTINEL MAPLES 3" 11 ! 33 ............. " ` C SYMBOL AREA CHANGES SENTINEL MAPLES 3 11 E 33 € ............. ........ . ......... ........ . ........ . . . ........ ,. ...._.. ......,- ......... .................................€... . ....... I 2" DE LY WATER IN ATUM EP RAINWATER COLLECTION LANDSCAPE TREES 1000/6 CREDIT I :LANDSCAPE TREES- 100%CREDIT _..,..., „ ................... ...........-.....- », �.. VINE MAPLE M MULCH TO GRADER � A E IRCIN .r DOUGLAS FIR 2" 9 18 ! Date: 04.93.2011 DOUGLAS FIR 2 0 p H WHERE SPECIFIED ALASKA CEDAR I 2" 7 14 :ALASKA CEDAR 211 23 46 MULCH C(F AGER RUBRUM'SCARSEN' . ................................. „ E Scale: 1 -20'1 (VINE MAPLE 2 26 52 I�I I- I�I EXISTING SOIL SCARLET SENTINEL MAPLE Sca e, :VINE MAPLE 2 3 6 _ _ _ _ s .r 1 RED ALDER 2.5" 3. I ... . . 7.5 ... .. 1—� RED ALDER 2.5 0 p <:,,,_..__..... .... ........ _.»._....-._.- _ _....._ _ _ Project No.: A963/M91/2912 »,.... _ , _� PREPARED PLANTING SOIL t CHAMAECYPARIS NOOTKATENSIS 11 �----I I I I..._.I KOUSA DOGWOOD 3" 1 1 3 �;,,IIL. — I ALASKA CEDAR KOUSA DOGWOOD 2 5 12 ( 30 (SCARLET SENTINEL MAPLE 311 8 1 24 File Name: :SCARLET SENTINEL MAPLE 3"••,.••:•:•k•,•••.• B 24 _ �__. ....__ -__ ._,______ ..._,___.____ ___- _„___... ____. _f__ _,._...._ ,.» ___. ___.` __ A MINIMUM £ DRIVE TAKES CORNUS KOUSA i »» ..., »...... ..... ....... ... . ... .. „: »»,.,,,,», » TWO TIMES OF 12" OF RESISTANCE. Drawn By BRR ................................................................................................ ................ ...,.......... .... .... .... .. .................;:. ................. ..... . KOUSA DOGWOOD o �_ I I BUFFER TREES- 100%CREDIT ABOVE 2" REQUIREMENT I ROOTBALL SIZE BUFFER TREES- 100%CREDIT ABOVE 2 REQUIREMENT R t,......,. -----,........ ......... k,.».......... ...,. f KOUSA DOGWOOD(IN BUFFER} PLUS 1/2"= 9 4.5 r Checked By: LMB KOUSA DOGWOOD(IN BUFFER) PLUS 1/2 p 0 .»»»».,,. -11,... ,-....,. »......•.,.»»».......... •....», .,._ FRAXINUS PENNSYVANICA URBANITE 1 i DECIDUOUS TREE PLANTING DETAIL _-..____._--_-___.-.-.._____.--_..._________-_-_.__ € URBANITE ASH (IN BUFFER).....................:....PLUS2 `...........? ...... ..........................6.......... .... ....... O URBANITE ASH URBANITE ASH IN BUFFER PLUS 2" i p r p $• SCARLET SENTINEL IN BUFFER IPL 24 24 JurisdictionA roval. SCARLETSENTINEL(IN BUFFER).... PLUS'�1..... 0 0 ,.»..., »............... . :.m.. w.. :..,,»,,.. SCALE: N.T.S. Pp db .. 2 MITIGATED 41 124 MITIGATED € 193 ( 498 PSEUDOTSUGA MENZIESII ...............................................................................................................................:. 1 DOUGLAS FIR ' F „.....,.. .i....., ,.,._ ......E_. ....................... ....._...., ,.,.,.,.,,...�.. ,,., .� _ NOTES: 1. COMPLIANCE WITH TMC(s) 18.620, 18.745, TREE TIES STRAP TYPE AND 18.790 WILL BE REQUIRED AT THE TIME OF BUILDING PERMIT. "GRO--STRAIGHT" 2 — 2" X 2" X 8' P.T.D.F. 2. PARKING SPACES AVAILABLE: 44 STAKE, CONSTRUCTION GRADE PARKING TREES REQUIRED: 6 PARKING TREES PROVIDED:. 22 OPEN BURLAP ABOUT TRUNK. FOLD BACK AND UNDER. 3. MITIGATED TREES: NATIVES: 19 REMOVED/59 IN DESIGN 2" DEEP RAINWATER COLLECTION ORNAMENTALS: 7 REMOVED/ 134 IN DESIGN BASIN. THOROUGHLY WATER IN. MULCH TO GRADE. 4. USE STRUCTURAL SOIL AND OR PREPARED 3" BARK MULCH WHERE SPECIFIED PLANTING MEDIA WHERE INDICATED ON PLAN TO PROVIDE 1,000 C.F. NET SOIL VOLUME FOR EXISTING SOIL WIDE-SPREADING TREES,AND 600 C.F. NET SOIL VOLUME FOR SMALLER SCALE OR COLUMNAR TREES PER CITY ARBORIST'S COMMENTS ON PREPARED PLANTING SOIL 9/15/10 AND 3/15/11 . DRIVE STAKES A MINIMUM 5. UNLESS OTHERWISE INDICATED, MITIGATION TWO TIMES ROOTBALL SIZE OF 12" OF RESISTANCE. CALCULATIONS REFLECT OVERALL SITE DEVELOPMENT AS APPROVED BY THE CITY OF Sheet Title: TREE PLAN -PHASE 2A 3 EVERGREEN TREE PLANTING DETAIL TIGARD, PDR#2010-00002. SCALE: N.T.S. Sheet No,: LD 3.0 L ' - - - �. i + Ii i i JL♦ i i 4 i 1 f 1 + BUILDING B _ PAD SITE ONLY 1 B 1 11 115 SO FT`♦ 1 -� i MEDICAL i O F-1i li 1 OFFICE, - 11,115 i i 1 1 + i Ii _ li 1o m _ I � + ❑ + t ' t + t + CARPOOL f � t I i p�•eef VANPOOL ANPOOL __-_ 1 t ),,;i.•R,. � + 204 I I I + i got •► 11 I ro rl. I I I I I } �Iwtr �r t _J L + + + 4 + + + + f + + 1i .A. CON .A. , D IEt4VIRONHENTAL PLANNIP4 � PC aoR.TcAneD,OR 97205 - I ;sas.zz4,;zzs *.vWw. E -ac carp 171710 1 1 vat TREE WELLS _,,....� I IUOdNVA 100dNVA f IOOdHVO "O.""'a .... ... ..__ _._-.. ._ ._.... ....-_ .....__ 1 I I _ 1 I I �- �t + ANDERSON Al , _ + - DABROWSKI i 1 ARCHITECTS a , LLC 1 =v ,1 BUILDING C 1 FUTURE PAD SITE WASTE & i 1 � 1 �H RECYCLING Portland Office: ' 1430 SE 3rd Ave, Ste 200 1 1 Portland, OR 97214 ' i 1 T: 503 239-7377 1 I F: M3� 239-7327 i 1 r ,r, rrr ,rr, r�lr �rrr �l■� rrr� rl� r� r �l■� rrr �l■i �. r r r r www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND LANDSCAPE PLAN — PHASE 1 1 A PLANS SET FORTH ON THESE SHEETS ARE OWNED AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR SCALE: 1"=20' ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. RED ROCK CENTER PLANT LEGEND PHASE IIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST TREES SHRUBS TIGARD, OR SYMBOL NAME CITY. SIZE TYPE SYMBOL NAME OTY. SIZE TYPE ACER CIRCINATUM 3 7'-8'HT. 3 TRUNK MIN. (DBERSERIS THUNBERGIPATROPURPUREN 13 3 GAL. CONTAINER CONSTRUCTION DOCUMENTS Al PLANT NOTES: EQ. NOTE: CHECK LEGEND VINE MAPLE RED BARBERRY Revisions: FOR SPACING REQ. LIMIT OF WORK AND MINOR + ACER RUBRUM'SCARSEN" 19 3"CAL. B&B � ILEX CRENATA CONVEXA 53 18"-21" CONTAINER `=' SITE CHANGES 1. REMOVE INVASIVE/NON NATIVE SPECIES 0— O O SCARLET SENTINEL MAPLE CONVEXA JAPANESE HOLLY PLANTS AND ROOTS PRIOR TO PLANTING. ADD �d 50%COMPOST AND BLEND WITH 50%NATIVE SOIL \ / CHAMAECYPARIS NOOTKATENSIS 7 7'-8'HT. B&B a MAHONIA AQUIFOLIUM COMPACTA 139 3 GAL. CONTAINER LOCALLY FOR EACH PLANT AND TREE PLANTED. ALASKA CEDAR DWARF MAHONIA 2. IN SOME AREAS OF THE SITE,SOILS MAY HAVE Q ��--- - — LOCATION OF CORNUS KOUSA 1 3"CAL. B&B MISCANTHUS SINENSIS'PURPURASCENS' 39 3 GAL. CONTAINER Date: 04.07.11 BEEN DISTURBED BY PAST FILLING AND/OR KOUSA DOGWOOD FLAME GRASS GRADING ACTIVITES. IN THESE AREAS SOILS / GROUND COVER Scale: 1" =20'-0" MUST BE PREPARED APPROPRIATELY FOR / PLANT TYPICAL. FRAXINUS PENNSYVANICA'URBANITE' 11 4"CAL. B&B �; PHYSOCARPUS OPULIFOLIUS 5 5 GAL. CONTAINER PLANTING. REMOVE FILL AND OTHER NON-SOILS O URBANITE ASH ` D NINEBARK Project No.: AD 05183.01/2912 INCLUDING ASPHALT AND PACKED GRAVEL. O� File Name: 3. NEW PLANTINGS SHOULD BE INSTALLED f;� PIERIS JAPONICA 76 21"-24" CONTAINER BETWEEN FEBRUARY 1ST AND MAY 1ST OR �, JAPANESE ANDROMEDA Drawn By: BDR BETWEEN OCTOBER 1 STAND NOVEMBER 15TH. PLANTS INSTALLED AT OTHER TIMES OF THE YEAR O POLYSTICHUM MUNITUM 39 3 GAL. CONTAINER Checked By: LMB WILL NEED ADDITIONAL MEASURES TO INSURE G R O U N D C OVE R PLANTING DETAIL GROUNDCOVERS&VINES WESTERN SWORD FERN PLANT SURVIVAL. __ ---------.____-_----- -------- RIBES SANGUINEUM 11 5 GAL. CONTAINER Jurisdiction Approvaldb .._...__�...._..— 4. PLANTINGS SHALL BE MULCHED TO A MINIMUM SCALE: N.T.S. SYMBOL. NAME C)TY, SIZE SPACING � REQ FLOWERING CURRANT DEPTH OF 3 INCHES AND 18 INCHES IN DIAMETER. AJUGA REPTANS EST 1 GAL 18"O.C. SPIREA BUMALDII'FLAME' 9 3 GAL. CONTAINER 5. COMPLIANCE WITH TMC(s) 18.620, 18.745,AND \ ��\\�`` BUGLEWEED FLAME SPIREA REMOVE BURLAP FROM TOP 18.790 WILL BE REQUIRED Al`THE TIME OF ��r 'J f-, BUILDING PERMIT. Y3 OF ROOTBALL rrrr r ARCTOSTAPYLOS UVA-URSI EST 1 GAL. 18"O.C. VIBURNUM DAVIDII 104 3 GAL. CONTAINER 6. PARKING SPACES AVAILABLE: 145 2" DEEP RAINWATER COLLECTION T r fi jr. r.F KINNICKINNICK DAVID VIBURNUM PARKING TREES REQUIRED: 21 BASIN MULCH TO GRADE. PARKING TREES PROVIDED: 46 WILDGRIA STRAWBERRY ST 1 GAL. 18"O.C. ` LAUREST NUS VIBURNUM VIBURNUM TINUS 25 5 GAL. CONTAINER 2" BARK MULCH WHERE SPECIFIED 7. MITIGATED TREES: PREPARED PLANTING SOIL HEMEROCALLIS EST 1 GAL. 18"O.C. PENNISETUM ALOPEDUROIDES'HAMELNS' 76 3 GAL. CONTAINER NATIVES: 19 REMOVED/59 IN DESIGN Q ORNAMENTALS: 7 REMOVED/134 IN DESIGN - II=I "• .�. . I —II : EXISTING SOIL DAYLILY DWARF FOUNTAIN GRASS i I i i ,—11 =iii1 l I I I i 11:IL COMPACTED PLANTING SOIL TWO TIMES ROOTBALL SIZE SHRUB PLANTING DETAIL SCALE: N.T.S. Sheet Title: LANDSCAPE PLAN-PHASE 2A Sheet No.: LD 3. 1 TREE TIES STRAP TYPE "GRO–STRAIGHT"' TREE TIES STRAP TYPE --------- 2-2* X 2" X 8' P.T.D.F. "GRO–STRAIGHT". TYP. STAKE, CONSTRUCTION GRADE 2-2* X 2" X 8' P.T.D.F. TREE wRAPTo FIRST BRANCH STAKE, CONSTRUCTION GRADE. TYP. OPEN BURLAP ABOUT TRUNK TREE WRAP TO FIRST BRANCH. TYP. FOLD BACK AND UNDER OPEN BURLAP ABOUT TRUNK 2' DEEP RAINWATER COLLECTION FOLD BACK AND UNDER. TYP. BASIN. THOROUGHLY WATER IN. MULCH TO GRADE 20 DEEP RAJNWATER COLLECTION 3* BARK MULCH WHERE SPECIFIED BASIN. THOROUGHLY WATER IN. MULCH TO GRADE, TYP. BRICK PAVING. TYP. SEE CIVIL DRAWINGS 3" BARK MULCH WHERE SPECIFIED PREPARED PLANTING SOIL PREPARED PLANTING SOIL FINISH GRADE CURB, TYP. SEE CIVIL DRAWINGS COMPACTED SUBGRADE, TYP. SEE CIVIL FINISH GRADE DRAWINGS FINISH GRADE .. . .......... CURB, TYP. SEE CIVIL DRAWINGS PAVING, TYP. SEE CIVIL DRAWINGS C.U. STRUCTURAL SOIL X PAVING, TYP. SEE CIVIL DRAWINGS ------ N, x A x"1'< �U' N "I (D </ EXISTING, UNDISTURBED SUBGRADE -4 X� IN qn_ <\ �0' CL '--)... ....... 'x EXISTING, UNDISTURBED SUBGRADE Z& N K� ;0 < x /x. x ........... </ /\x Z., x� < X& N: I,�' << N NOTES: ......... . ...... t..U": ip .... . ........". :: �i ' .:!' : 11 1. SLOPES VARY-SEE CIVIL DRAWINGS ............ ............. I k I J: -J f :,::11 .......... 2. C.U.STRUCTURAL SOIL TO BE 2-0"IN DEF J; UNLESS OTHERWISE NOTED,SEE PLAN A. WC 00' Or 24#-611 Ioe - --- VARIES VARIES ORE N 00, 0e, PLANTER WIDTH VARIES 4. --- 00' .00 -- 100 TREE PLANTING AT WALKWAY OVER STRUCTURAL SOIL VARIES SEE CIVIL DRAWINGS �(ARI SCALE: 1/2" V-0" ------ --—------- 161 --- 4001, MACDONALD nN Ir–D C% D I M A I ENYMONMENTAL PLANNING, PC RGE SHADE TREE PLANTING %-.J V L-I '% %J I I Nl-%L- 1lTYP. PORTLAND,OR 9720S SCALE: 1/2" 11-Oil pm S03-224-1225 www.HEPPC.Cor4 Al A N D E R S 0 N DABROWSKI ARCH ITECTS L L C TREE TIES STRAP TYPE "GRO–STRAIGHT" 2-2* X 2* X 8' P.T.D.F. STAKE, CONSTRUCTION GRADE TREE WRAP TO FIRST BRANCH OPEN BURLAP ABOUT TRUNK FOLD BACK AND UNDER RETAINING WALL. 2* DEEP RAINWATER COLLECTION SEE CIVIL DRAWINGS BASIN. THOROUGHLY WATER IN. Portland Office: MULCH TO GRADE 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 3" BARK MULCH WHERE SPECIFIED T: 503� 239-7377 ............. �5 9- 7 f CONCRETE SIDEWALK, TYP. '4 SEE CIVIL DRAWINGS ... ........ 'xAN, J_ X x N Z/ \X1 N www.ADarchitects.com - --------- \IX Ix, xt� N �xx .7- ALL IDEAS,DESIGNS,ARRANGEMENTS,VRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY X N/\. x; DETAIL MOVED TO PHASE IIC AND ARE THE PROPERTY OF ANDERSON DABROWSKI A RCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF J.- 4 - -1 : .-- EXISTING, UNDISTURBED SUBGRADE OFF-SITE BID PACK _J ARRANGEMENTS WITHOUT THE WRrrTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECT$,LLC,IS PROHIBITED BY LAW, 5'-6" -------------- RED ROCK CENTER ------------- PHASE IIIA ONSITE BID PACK SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR R- STREET TREE PLANTING OVER STREET TREE PLANTING %.-.# V L_ STRUCTURAL SOIL, TYP. C% 011 ln7rl Irn A I nnit , AT RETAINING WALL -Z A r W I rx U%..A I %J CONSTRUCTION DOCUMENTS —SCALE: 1/2" 1'.0" SCALE: 1/2" 1'-0" Revisions' AADJUSTMENTS TO LIMITS AND lLOCATION OF STRUCTURAL SOIL AND PREPARED PLANTING SOIL PER CITY COMMENTS ADJUSTMENTS TO SOIL DEPTHS. CITY OMMEN Date: 04.21.11 Scale: ASSHOWN Project No.: AD 05183.01/2912 TREE TIES STRAP TYPE "GRO–STRAIGHT" File Name: 2–2" X 2" X 8' P.T.D.F. Drawn By: BDR STAKE, CONSTRUCTION GRADE TREE WRAP To FIRST BRANCH Checked By., LM13 OPEN BURLAP ABOUT TRUNK CURB TYP. SEE FOLD BACK AND UNDER Jurisdiction Approva0b PREPARED CIVIL DRAWINGS 20 DEEP RAINWATER COLLECTION PLANTING SOIL BASIN. THOROUGHLY WATER IN. MULCH TO GRADE 3" BARK MULCH WHERE SPECIFIED FINISH PAVING, TYP. SEE CIVIL DRAWINGS GRADE FINISH GRADE N, r< /X < S. 4 �\X:'X '4 i.4 0- 7 �Q 'N X X( A ZY) z' Cf) N�X X xv_ "(>-.f r4 x ::::::i 1 L:z' \ 11 N� 'N >\ < A iii. . . ........ C.U. STRUCTURAL SOIL DRIVE STAKES A MINIMUM 4' TYP _�o OF 12* OF RESISTANCE. EXISTING, UNDISTURBED SUBGRADE C.U. STRUCTURAL SOIL 01� TREE PLANTING AT ENTRY WALKS OVER STRUCTURAL SOIL I xr-A Sheet Title: STRUCTURAL SOIL PLANTING DETAILS Sheet No.: LID 3.2 lilt /7