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Plans (2) NOTK : (4) PhRMNTS ( 1 ) SHJT of PLANS SIT2013 - 00001 BUP2O1 3 -00004 PLM2O1 3 -00005 BUP2O1 2-00259 Westside C . . hristian 1 High I Ad emodel owner RECEIVED Westside Christian High School I 4565 Carman Drive • ' 'eS SI e ristian I C h s O O CITY t riGARD t: (503) 697-4711 f: (503)697-4605 8200 svv Pfaffl eStreet, l a r Schoo dition - R architect Dull Olson Weekes IBI Group Architects Inc. 907 SW Stark Street Portland, Oregon 97205 1 t: (503)226 6950 f: (503) 273 9192 • civil engineer CONTENTS KPFF Consulting Engineers 111 SW 5th Avenue, Suite 2500 Portland, Oregon 97204 t: (503) 227 3251 f: (503) 227 7980 CIVIL ARCHITECTURAL -� landscape architect 4 C1.0 COVERSHEET A8.30 TRASH ENCLOSURE &CMU DETAILS - ,,.�, r,` _�✓ tea'`"" ,. � -',. � _ 307„,,,,,,,,,,,„.„,„...,,,o„,„7,1: - = �r _,h� � C2.0 EXISTING CONDITIONS PLAN - Atlas Landscape Architecture :rte ;., . i L 320 SW 6th Avenue, Suite 300 C3.0 SITE DEMOLITION PLAN C3.1 SITE DEMOLITION PLAN t ( 0 ) 24 5238 Portland, (503) 224 520 9 y �: C4.0 SITE HORIZONTAL CONTROL AND PAVING PLAN :: : ` � e _. C4.1 SITE HORIZONTAL CONTROL AND PAVING PLAN C4,2 ALIGNMENT LAYOUT AND POINT TABLES STRUCTURAL g structural engineer 1 C4.3 ALIGNMENT PROFILES ER, �� f=,� :E 4.._ KPFF Consultin Engineers C5.0 SITE GRADING PLAN S0.01 DRAWING INDEX AND ABBREVIATIONS �,� �, �- , , �, ��,�,,�„ � ,,, � , ,,. �:.u- ; 1115t Avenue, Suite 2500 r}:�rr .., ,." j O m, "` - =- -..... GENERALSTRUCTURAL N TE ,' � �, � , . , Portland, Oregon 97204 C5.1SITE GRADING50.02NOTES � �� , � �, �-- � , , -yam �� / I nil PLAN ,,, �� f. ,✓ ,�� 3, ,: ,3 � r' t: (503)227 3251 f: (503)227 7980 C6.0 SITE STORM DRAINAGE S0.03 GENERAL STRUCTURAL NOTES CONT. C6.1 SITE STORM DRAINAGE S0.04 STATEMENT OF SPECIAL INSPECTION S0.05 STATEMENT OF SPECIAL INSPECTION AND TESTING CONT. C7.0 SITE UTILITY PLAN A � � S2.01 MAIN FLOOR FOUNDATION PLAN OVERALL � �' mechanical contractor C7.1 SITE UTILITY PLAN _ ! ��,� HVAC Inc. S2.03 ROOF FRAMING PLAN OVERALL ° ` ' q � C8,0 EROSION AND SEDIMENT CONTROL COVER SHEET ".� -��k 5138 International Way C8.1 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN S2.10 MAIN FLOOR FOUNDATION PLAN SECTOR A „ - Milwaukee OR 97222 D PLANSECTOR � �� t. (503) 62 S2.11 MAIN FLOOR FOUNDATION B ,fr% ,.. w �. . . ;�� 4 6555 f• 503 462 4822 C8.2 GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONTROL PLANw� � . , � -�` - . ( ) C8.3 EROSION AND SEDIMENT CONTROL DETAILS S2.12 MAIN FLOOR FOUNDATION PLAN SECTOR C C9.0 SW PFAFFLE ST ROADWAY IMPROVEMENTS S2.30 ROOF FRAMING PLAN SECTOR A00 -- 3 • �. � ., �N_�... W., electrical 1 S2.31 ROOF FRAMING PLAN SECTOR B �� E„ __. C9.1 SW PFAFFLE ST PUBLIC STORM DRAIN AND UTILITY IMPROVEMENTS ro ;,,,,, ; ,,,, � �,�, ,.--. C9.2 FRONTIER COMMUNICATIONS PLANS S2.32 ROOF FRAMING PLAN SECTOR C „ low voltage contractor 11111111111 - ,, ELEVATION ,. � f :. . . � �,�, u ��, . :,� . .. y . <.. ,. .. ✓ , ,� � ,, ,. » Oregon Electric Co st uct on Inc. S3,01 TILT UP WALL 1 C9.3 SW PFAFFLE ST PAVEMENT MARKINGIMPROVEMENTS , � :. , � �_ ,, ,, ,, .. _ �, � __.-. Fes.,, � -,...:�..�,,�., .,�r. �. .r.. � ,,,., ,,, ,�., .r .. � ,,.�: �, �; 11 e � x. .y ..,_, � �. , �, ,,. � : .n,_.. ,: 1 1 SE 11 h Ave. . 2 TILT-UP WALL ELEVATIONS �. ,,. . : A'',447'''-5-▪ 'W, ._ ...-�. r .:rte. / � , C9 SIGHT DISTANCE PLAN :,.,w „,,..„.....„,,,,,,,,,,./...„:„„,„4„,,„, � _. ,� i.. w�� ,r ate, ✓ � ,, its � x� 9 �, ,-;, .� .-: � � � � � �Ur ._. , „ � _ , ,� : Portland OR 97214 ,, r' <� , ...• : 1 , i ice. ,✓i :,� � � �i , , S5.01 CONCRETE DETAILS _ _ .. , �. � , .. , , , . - . . . �_ , ,, �: � ,, .,, C9.5 SW PFAFFLE ST DETAILSY/r�� . . , :r i... k ��. ,, t , „ , /, >� t. 0 234 9900 f: 0 2341001 S5.02 CONCRETE DETAILS II 'PS -tt '44 , y � �„ ,� ,as � �'_, � _ ✓ ,t �, ,,C10.0 STORM DRAIN DETAILS : .. '„ s•,..�x+ .,. �, z .... .:max .,a'`x - } -.. - Y;, ; I L.:,,- /i 1 1,p "`` C10.1 STORM DRAIN DETAILS S5.03 CONCRETE DETAILS t � � _� �� plumbing contractor C10.2 STORM DRAIN DETAILS S6.01 STEEL DETAILS �� , C11.0 • DETAILS S6.02 STEEL DETAILS .. - - %� Tapani Plumbing Inc. �� F O. 2103 SE 12th Ave. S6.03 STEEL DETAILS �, --.-2--,-;.-...0A.."..4-45,-;,-- � . C11.1 DETAILS ,� ,�,,�'` � � � �� ;f�✓',� ,�, ' � � ,;� �' �,. ; f� ,. Battleground WA 98604 11.2 S6.10 METAL STUD DETAILS °�% �,� t: (360)687 3983 f: 360 687 8147 C ROADWAY AND PEDESTRIAN PATH SECTIONS C11.3 WATER DETAILS56.12 CANOPY PLANS � �� fWr ` , ✓ /fir ✓ r .,... -4,, . �.id r, a v,.. :.,.,� „ra, .:...�, . :.. J/% ,e✓✓. ..✓'%�. w! u:%%G✓.'f'`f,/.. r�...�..e r.-,:r„�,,.,:�„ ,.,. .. ✓...,,-..a,. .�...,��;f. .: r✓�A» ...-,�r,,. S6.13 CANOPY SECTIONS AND DETAILS S6.14 CANOPY SECTIONS AND DETAILS 0-(1L-11-1 -t?�u t L CITY ®F TTGA z city of Tigard Erosion Control S6.15 PRECAST SIGN DETAILS - � rl'1 �.-1_ __--- --i---• ? Approved . . �.. ris -[� To Schedule Inspections: C OF TIGARD S7.01 MASONRY DETAILS Conditionally Approved [ I Call (503) 639-4175 ApprovedI� ... .....j �� --.3 _V.-C,t� See Letter to:Follow [ } Initial inspection: Conditionally Approved..............[ ] S7.02 MASONRY DETAILS � ? _ -- 6,• ---(---"? AttachedPrior to footing tnspectlon [ ,� [ I Final inspection: See Letter to:Follow � � �� `' Permit Number: S. ��'C2"72 Prior to final building Inspection A .ched ..„ Addr- s: Z e- „ 1or��+� Permit Number: • i �� 's LANDSCAPE #---- city of Ti rd By: Date: r Addre :.�..iz- rOV_ '� L �`� (3 ( Approved plana By: � Date: .. App d Plans y.. CITY®�TIG s[lall be on ;ob site / G L1.0 CONSTRUCTION PLAN By �� Da#e -9'-/ , ' �� /t �� Approved k [1 L2.0 IRRIGATION PLAN P.41y,gpi3_aooas Conditionally Approved [ I Final inspection approval is L2.1 IRRIGATION PLAN See Letter to:Follow [ L3.0 PLANTING PLAN / n 2� �C � Attached [ } required prior to occupancy. L3.1 PLANTING PLANo j1 AdPe.n ss: .= _. _ L4.0 DETAILS By: IBI / ��. Date: 3 i APPROVED PLA INCLUDE UN-ATTACIIEEDI I �� / A// f/iN\ ,,,,, SP C19CAT1ON ROOK d � �CTURAL CALLS :1�gOTECH REPORT OFFICE COPY M,SC DaOCUMENTS i il:t GROUP ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS VICINITY MAP & AND (E) EXISTING INSUL INSULATION R RADIUS W/ WITH PROJECT NORTH A AB ANCHOR BOLT EA EACH INT INTERIOR RD ROOF DRAIN W/O WITHOUT DRAWING ..... ACT ACOUSTICAL CEILING TILE EF EXHAUST FAN REF REFERENCE WC WATER CLOSET ORIENTATION GRID LINE m1. 4:r''''' gThe, 'i4 •.r' ,Y ,. SI ADD ADDENDUM EJ EXPANSION JOINT JAN JANITOR REFR REFRIGERATOR WD WOOD NORTH0 �' attsp ar. LO AESS ARCHITECTURAL EXPOSED EL ELEVATION JT JOINT REQ'D REQUIRED WF WIDE FLANGE - ?` 7•'` ''. . ..v-, � ' TRUE NORTH y STRUCTURAL STEEL ELEC ELECTRICAL JST JOIST REV REVISE OR REVISION WH WATER HEATER '' ��Gtrt /; AFF ABOVE FINISH FLOOR EOS EDGE OF SLAB RM ROOM WP WATERPROOFING P ni' "'`" ALS AREA LIGHT STANDARD ENGR ENGINEER L LENGTH RO ROUGH OPENING WRB WEATHER RESISTIVE BARRIER Room name (�lti; ° s ALUM ALUMINUM EQ EQUAL LAV LAVATORY RCP REFLECTED CEILING PLAN WT WEIGHT 101 ROOM NAME& SIM SIM - = e.' ' ANOD ANODIZED EQUIP EQUIPMENT LB LAG BOLT NUMBER a Alk BUILDING SECTION s EYE. r ES EACH SIDE LKR LOCKER SAHTS SELF ADHERED HIGH �y s 1 A101 A101 %: Y �, N- BD BOARD EW EACH WAY LS LANDSCAPING TEMPERATURE SHEET l` BLDG BUILDING EXP EXPANSION LVR LOUVER SAM SELF ADHERED MEMBRANE - i'"' '' E 0- BLKG BLOCKING EXT EXTERIOR SC SOLID CORE STOREFRONT OR jt Lit' 1„,/,k I. '' ' cA) WINDOW TYPE SIM �w' soo.vr`a Ce BM BENCH MARK MATL MATERIAL SECT SECTION a . S Jo.Ha xig;.c - .i .t-1i I BOT BOTTOM FA FIRE ALARM MB MARKERBOARD SF SQUARE FOOT WALL SECTION ,,;, U ;ro',t�ayl�,r -t i r1 ttr. °�%��`rnitaai 1_n BTWN BETWEEN FD FLOOR DRAIN MAX MAXIMUM SHTG SHEATHING KEYNOTE REFERENCE A101 l .Q) FDN FOUNDATION MECH MECHANICAL SHWR SHOWER © ` .: ur C CHANNEL FE FIRE EXTINGUISHER MED MEDIUM SHT SHEET SIM c CB CATCH BASIN FEC FIRE EXTINGUISHER CABINET MEZZ MEZZANINE SIM SIMILAR S "• ! " ; u, 0Qf> CG CORNER GUARD FECB FIRE EXTINGUISHER CABINET W/ MFR MANUFACTURER SJ SEISMIC JOINT CEILING PLANE HEIGHT DETAIL SECTION w., �'C A101 y,u CIP CAST IN PLACE CONCRETE BLANKET MIN MINIMUM SM SHEET METAL ALL REFERENCES TO CLG CEILING FF FINISH FLOOR MIR MIRROR SQ SQUARE FINISH FLOOR "' ; -. rn CLR CLEAR FIN FINISH MISC MISCELLANEOUS SS STAINLESS STEEL ELEVATION ' . ' CJ CONTROL JOINT FL FLOOR MTD MOUNTED STD STANDARD z - °7 Tigard c F, CMU CONCRETE MASONRY UNIT FO FACE OF MTL METAL STL STEEL A3.01 1 EXTERIOR ELEVATION =r w .v ;, u O TB-1 INTERIOR FINISH TYPE -` ; _ .,_ (� CONT CONTINUOUS FOC FACE OF CONCRETE STOR STORAGEx4 r t • CORK CORRIDOR FOF FACE OF FINISH (N) NEW STRUCT STRUCTUAL4i �,.; s. ,. ..t hrr; ��`' r,- h.r SW Sou!ht.c�..L?s..�� . {n ■r_ CR CLASSROOM FOM FACE OF MASONRY NA NOT APPLICABLE SUSP SUSPENDED .. % �� ON CSJ CONSTRUCTION JOINT FOS FACE OF STUDE NIC NOT IN CONTRACT Gorge""" ' r '"- ;; CO t r tYgr3[ f�rrti:�r3d 0'0" HORIZONTAL ELEVATION 1A ;n ,; CSMT CASEMENT FRT FIRE RETARDANT TREATED NOM NOMINAL T/M TO MATCH tertde.uTigard n 1:5 CT CERAMIC TILE FTG FOOTING NTS NOT TO SCALE T TEMPERED GLAZING B.O.D. PLANE HEIGHT ALL " ;, y , m W Q M CTR CENTER FURR FURRING TEL TELEPHONE REFERENCES TO F.F.E. 1 D A5.01 1 B _ . -. 1 INTERIOR ELEVATION �s -,, r..z , ro a ��, CENTERLINE OA OVERALL T&G TONGUE AND GROOVE - ,_ O Ca GA GAUGE OC ON CENTER THK THICK 0'0" - ° . '. = • SPOT ELEVATION ALL :,, w� DBL DOUBLE GALV GALVANIZED OD OVERFLOW DRAIN TO TOP OF T.O.W t, 0 DTL DETAIL GB GRAB BAR OD OUTSIDE DIAMETER TOD TOP OF DECK REFERENCES TO F.F.E. 1C J112 X '�1 .�� tip�. DF DRINKING FOUNTAIN GC GENERAL CONTRACTOR OFCI OWNER FURNISHED CONTRACTOR TOS TOP OF STRUCTURE Al -r- j r S CLTI DIA DIAMETER GL GLASS INSTALLED TJ TOOL JOINT WALL TYPE WITH FIRE DIAG DIAGONAL GND GROUND OFOI OWNER FURNISHED OWNER TP TOILET PAPER 1 HR AND STC RATING DETAIL DIM DIMENSION GVP GYPSUM VENEER PLASTER INSTALLED TS TUBE STEEL STC WHERE APPLICABLE - A101 S RS co DISP DISPENSER GWB GYPSUM WALL BOARD OH OVERHEAD WESTSIDE CHRISTIAN .--) a � JI DN DOWN OPNG OPENING UNFIN UNFINISHED DP DAMPROOFING HB HOSE BIB OPP OPPOSITE UNO UNLESS NOTED OTHERWISE Q DOOR NUMBER SEE HIGH SCHOOL DR DOOR HC HANDICAP a DOOR SCHEDULE REV# I- DS DOWN SPOUT HM HOLLOW METAL PL PROPERTY LINE VB VAPOR BARRIER • W DWG DRAWING HPC HIGH PERFORMANCE COATING PLAS PLASTER VERT VERTICAL REVISION CLOUD U HSS HOLLOW STRUCTURAL STEEL PLYWD PLYWOOD VEST VESTIBULE HVAC HEATING,VENTILATION AND AIR PSF PER SQUARE FOOT VFY VERIFY Al2oB CONDITIONING PT PRESSURE TREATED RELITE NUMBER-SEE V = PVMT PAVEMENT I 1 RELITE SCHEDULE .V) CC L �n Ca VL O 43) Ci CD CD N oZS s I t cp_ e ruc u ra ac a e a) U f 3'=? ' 7' ar!i: lot ]iIIe]f GROUP Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com • .. :. , ; . _< ,.:..., ...-.. as ter,.= .0 .. ,.; ..;.K.>,:,' i NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU WESTSIDE CHRISTIAN HIGH SCHOOL IBI TO FOLLOW RULES ADOPTED BY THE �J« GROUPOREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN Dull Olson Weekes -IBI Group . COPIES OF THE RULES BY CALLING THE OR TIGARD ,TWASHINGTON ORSArchitects, Inc. ( 1, ' CENTER. (NOTE: THE TELEPHONE NUMBER FOR • THE OREGON UTILITY NOTIFICATION 1 L ,� '.,,F PROJECT SITE a'r,c)a�. ` " 1. 907 SW Stark Street Portland OR 97205 USA Illi: CENTER IS (503)-232-1987). f-►..-:c•c sv. - :.:..,• tel 8e . tel 503 226 6950 fax 503 273 9192 �.. •_.__..,. ... ._._.,L• 9 P9 P :: r www.dowa-ibi rou corn. www.ibi rou corn POTENTIAL UNDERGROUND FACILITY OWNERS "' "'°`rs` '" tt " 99 CONSTRUCTION NOTES yl DigSafely. UTILITIES , , �n ®il : Call the Oregon One-Call Center 4 � ;w•�f,F.,p v 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND t 1-800-332-2344 r, z. , COVERS, ETC. TO FINISHED GRADE. c c-1°4� a.r� 75, §}::kir! 1`M&BRkn&svkk;eYm®a3:i;3t3EIB1^'Rs}gAEVi% e@Y. u-. !-t�,, J 4it• x-hG�ekJ[avi :Y a t: - S +' Ma El mum• s n c� 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, GENERAL NOTES TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, ' '''`�`��'r ' "'a`''' ' r, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. , - rt i >zi � ` ethYw 1. SURVEY PROVIDED BY CMT CONSULTING, DATED MARCH 1, 2012. ELEVATIONS ARE BASED ON E iv 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF GAS, T `' NATIONAL GEODETIC VERTICAL DATUM OF 1929 ESTABLISHED PER CITY OF TIGARD BENCH MARK NO. J��Qa ; A+ 36 WITH AN ELEVATION OF 229.75. ELECTRICAL, POWER AND TELEPHONE SERVICE. : ' c. `, W Dy �. n 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROF9GS, SIONAL 'i4, r x• s Ce "�'i RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. .,ate SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, _•,_ ,awo y,Kit : AND ELEVATIONS, AS SHOWN, ON THE PLANS. s" � t`` STORM AND SANITARY „•„ 4 ��M1. ti" }',. eek V;•, �• @'.A%A§tJ! 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION $t� `'`' 0 n I 994^ h 2 ''ti•c T •• .n arae :tr " -,... PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2008 OREGON Tegard _ f A' c _ STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND 's . ' " „� _f. 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED STRUCTURES". --,. ,` s, Fig z "I in= t 9C 0,,!) f=, 6fi r lu ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. u.-•a S`v4'Be c.la.,::'t '" gr t '.) C): Cts ( 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE .,. 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR 0-j r; COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. gra; - ; r _ °' ANY CONFLICTS. z LL n 8' sit.y.. V - -J n' 3• ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON COORDINATES, - - b 6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR MAP FROM: GOOGLE © ® cY PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LICENSED IN THE STATE OF OREGON. N LAYOUT. PROJECT CONTACTS c� 4. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT OWNER: 0 ® 0) 7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING UNLESS NOTED OTHERWISE IN THE PLANS. CU o CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE WESTSIDE CHRISTIAN HIGH SCHOOL ARCHITECT: STRUCTURAL ENGINEER: NIC REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS 5. CONTRACTOR SHALL INSTALL PERIMETER FOUNDATION AROUND EXTERIOR OF ALL PROPOSED BUILDING 4565 CARMAN DRIVE DULL OLSON WEEKES-IDI GROUP KPFF CONSULTING ENGINEERS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. ADDITIONS PER DETAILS SHOWN. LAKE OSWEGO, OREGON 97035 ARCHITECTS, INC. 111 SW FIFTH AVENUE, SUITE 2500 W ® ) TEL: 503-697-4711 907 SW STARK STREET PORTLAND, OREGON 97204CO o CO 8. CONTRACTOR TO REFERENCE SOILS REPORT BY GEODESIGN, INC. DATED OCTOBER 3, 2005 FOR THE WATER FAX: 503-697-4605 PORTLAND, OREGON 97204 TEL: 503-227-3251 �--, -� SITE SOILS CONDITIONS. CONTACT:ANDREW SEARS TEL: 503-226-6950 FAX: 503-227-7980 = F-- 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH FAX: 503-273-9192 CONTACT:AARON BURKNART lieC tr _ -1 0 T; 9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT GRADE. PROJECT MANAGER: CONTACT:NORM DULL a) SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2008 OREGON STANDARD LANDSCAPE ARCHITECT: �' SPECIFICATIONS FOR CONSTRUCTION, THE 2008 OREGON PLUMBING SPECIALTY CODE AND 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS INTERIOR TECH •® UJ r LO REQUIREMENTS OF THE CITY OF TIGARD. OR JOINT RESTRAINTS PER DETAIL. 2205 SW WINCHESTER AVENUE CIVIL ENGINEER: ATLAS LANDSCAPE ARCHITECTURE o ,- o PORTLAND, OREGON 97225 KPFF CONSULTING ENGINEERS 320 SW SIXTH AVENUE, SUITE 300 ® CD 10. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL TEL: 503-680-7720 111 SW FIFTH AVENUE, SUITE 2500 PORTLAND, OREGON 97204 . ID ME=0= (13 ‘ZZr 1". CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH CONTACT:DAN QUATIER PORTLAND, OREGON 97204 TEL: 503-224-5238 C rn 0) DEPARTMENT REGULATIONS, CHAPTER 333. FAX: 503-224-5239 THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED TEL: 503-227-3251 CONTACT:NICK WILSON (0 co BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. FAX: 503-227-7980 7 vC: , EARTHWORKS •MN CO �n CD 0 0 11. A I I ELATION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY SHEET INDEX CONTACT:ADAM ROTH �+ N 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM cv �O NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR tip; 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE DRAINAGE SYSTEM. O7 co 4,--; SHEETS WITH HATCH IN THE e® . ® TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, SHEET SHEET SHEET DESCRIPTION SHEET INDEX ARE NOT INCLUDED L _ EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE COUNT TITLE IN SHEET SET. IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 1 C1.0 COVER SHEET V ca PAVING 2 C2.0 EXISTING CONDITIONS PLAN C:5) k • 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION F.: ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY 1. SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS. 3 C3.0 SITE DEMOLITION PLAN 41) �; ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO U) Consulting Engineers COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF 4 C3.1 SITE DEMOLITION PLAN 0 CD 111 S.W. Fifth Avenue KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE 5 C4.0 SITE HORIZONTAL CONTROL AND PAVING PLAN �® = dam- co Suite 2400 AND ALIGNMENT CONFLICTS. 14 CO ' ABBREVIATIONS 6 C4.1 SITE HORIZONTAL CONTROL AND PAVING PLAN Portland Oregon 97204 Phone.• (503) 227-3251 13. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS 7 C4.2 ALIGNMENT LAYOUT AND POINT TABLES (0 Fax (503) 2744681 o CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE CO Q, CO CO 0 WORK. 8 C4.3 ALIGNMENT PROFILES AC ASPHALT CONCRETE OVH/OH OVERHEAD O Lo AD AREA DRAIN P/L PROPERTY LINE 9 C5.0 SITE GRADING PLAN p 2 Q 14. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE APPROX APPROXIMATE N PC POINT OF CURVATURE 10 C5.1 SITE GRADING PLAN co CONTRACTOR SHALL ADHERE TO CITY OF TIGARD AND CLEAN WATER SERVICES STANDARDS FOR g BOLLARD RED PROFF PCC POINT OF COMPOUND CURVATURE F. S MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE 5� si -p BLDG BUILDING PCR POINT OF CURB RETURN 11 C6.0 SITE STORM DRAINAGE v� G t N F _ oy MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC BOW BACK OF WALK 44' <<7 F� 9� o FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT PED PEDESTRIAN 12 C6.1 SITE STORM DRAINAGE 15768 1 BS BOTTOM OF SWALE SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. BOTTOM OF STAIR PIP PUBLIC IMPROVEMENT PLAN 0 13 C7. SITE UTILITY PLAN d�,f'?. PIV POST INDICATOR VALVE LC-- 1 BW BOTTOM OF WALL PM PARKING METER 14 C7.1 SITE UTILITY PLAN ORE ON 0 15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND CB CATCH BASIN r o FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. POC POINT ON CURVE �N 11 �99ti P� 1 CL CENTERLINE 15 C8.0 EROSION AND SEDIMENT CONTROL COVER SHEET '9 PP POWER POLE l � N CMP CORRUGATED METAL PIPE PRC POINT OF REVERSE CURVATURE TyEW } p0 0 16. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CMU CONCRETE MASONRY UNIT 16 C8.1 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN PT POINT OF TANGENT % CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND CO CLEANOUT P.U.E PUBLIC UTILITY EASEMENT 17 C8.2 GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONTROL PLAN EXPIRATION DATE: W31/t3 o- APPROVAL PRIOR TO COMMENCING CONSTRUCTION. CONC. CONCRETE / PVC POLYVINYL CHLORIDE 18 C8.3 EROSION AND SEDIMENT CONTROL DETAILS COTG CLEANOUT TO GRADE PVMT PAVEMENT 17. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO BLDG. AT ALL TIMES DURING CONSTRUCTION. CP CONTROL POINTPVT PRIVATE 19 C9.0 SW PFAFFLE ST ROADWAY IMPROVEMENTS - L., 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE A DELTA R RIM 20 C9.1 SW PFAFFLE ST PUBLIC STORM DRAIN AND UTILITY IMPROVEMENTS i �J OWNER. D/W DRIVEWAY RD ROOF DRAIN ,\r , , cr, Q o a DIA.,O DIAMETER R.O.W RIGHT-OF-WAY 21 C9.2 FRONTIER COMMUNICATIONS PLANS \�:', •\ DIP DUCTILE IRON PIPE l___ / 19. NOTIFY CITY INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH S SLOPE (FT/FT) 22 C9.3 SW PFAFFLE ST PAVEMENT MARKING IMPROVEMENTS - - E EASTING SD STORM DRAIN o x THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY REPRESENTATIVE SHALL BE j,„--,----4 I REQUIRED. EXIST./EX EXISTING SDMH STORM DRAIN MANHOLE 23 C9.4 SIGHT DISTANCE PLAN phase Site & Structuralr 1,..„ A.,.,\:„,,, 0 oo FDC FINSHDEFLOOR ELEVA�ON CTION SHT SHEET FIRE o SS SANITARY SEWER 24 C9.5 SW PFAFFLE ST DETAILS g'� FG FINISH GRADE 25 C10.0 STORM DRAIN DETAILSPaCka e C N SSMH SANITARY SEWER MANHOLE 1N -4- MATERIAL NOTES FH FIRE HYDRANT ST STREET 26 C10.1 STORM DRAIN DETAILS ' o _. 0 FL FLOWLINE STA STATION date January 3, 2013 � '�' FND FOUNDATION STD STANDARD 27 C10.2 STORM DRAIN DETAILS _. 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND G GUTTER S W SIDEWALK revisions 3 NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED / 28 C11.0 DETAILS j ° GB GRADE BREAK TC TOP OF CURB k e y plan a r, SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. GL GAS LINE 1D TRENCH DRAIN 29 C11.1 DETAILS a_ GV o 0 GV GATE VALVE TG TOP OF GROUND 30 C11.2 ROADWAY AND PEDESTRIAN PATH SECTIONS U U 2. SANITARY SEWER PIPING SHALL BE PVC PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS H HEIGHT TP TOP OF PAVEMENT phase Site & Structural INDICATED IN THE PLANS, UNLESS OTHERWISE NOTED. HCP HANDICAP PARKING SPACE 31 C11.3 WATER DETAILS a TRANS. TRANSFORMER �, m HP HIGH POINT TS TOP OF STAIR Package a 3 o) 3. PRIVATE WATER MAINS 3-INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON OR AWWA C900 ID INSIDE`DIAMETER TW TOP OF WALL project # 11015 �- o 1 o PVC PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. IE INVERT ELEVATION ADDITIONAL SHEETS FOR PFI PERMIT o a TOP OF WALK ( 4. STORM SEWER PIPING SHALL BE PVC OR HDPE CONFORMING. INV INVERT TYP TYPICAL COVER date January 3, 2013 El_ X o IRR. IRRIGATION UG UNDERGROUND Q 1 �N SEPARATION STATEMENT LP LIGHT POLE UGE UNDERGROUND ELECTRIC VE E SH, DE, ' PT •►+ SHEET MH MANHOLE I ' igli® revisions °' O �_0 ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER W WATER 0 0 0 t-o xMIN MINIMUM .0 '"IG• 'I e P •"1 s N\ I 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN W/ WITH , �„ /N N NORTHING WCR WHEEL CHAIR RAMP 2 L2•% 'L• ► G N c\- a\a, OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL Consulting Engineers rn x /�c O.D OUTSIDE DIAMETER WM WATER METER o O SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE OF OUTFALL P • T e N11 111 S.W. Fifth Avenue 7 / 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" WV WATER VALVE •0 0 T• Suite 2400 z 0 •iri HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' / Portland, Oregon 97204 CI MO -Li_ E .. Sr• ' T Ne A 1 iv _o�'--' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH Phone' (503) 227-3251 - cc •0 STI AN • ' IS " eTO� "IC "E GH Fax (503) 274-4681 tn o Li- o_X 18" INCHES ABOVE THE SEWER. U p d) _ : 00 -• a • � project # 11015 I ao ° COVER SHEET o c0� r'7 CN / o I O .0 - r7-� O x N\ I /NN U o ul nO.. -'1W ET_ 0_X T 4 tr'',t, .1 `Ati F, iii ( 6,4 .-ek't fly &* ,, • i Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 • www.dowa-ibigroup.com www.ibigroup.com it re!lot, , GROUP Dull Olson Weekes - IBI Group E , CC w I © E- CD Architects, Inc. z00 Do pq I _L511. CO D Z DMH I 00 D Z ! - j• f-- Vi (/) Q SSMH Ll I RIM=225.22 W 907 SW Stark Street Portland OR 97205 USA 6 IE(S)=223.0 , l ( ) w. RIM=222.33 SW PFAFFLE STREET FOUND 2" ALUMINUM DISK SSMH INCE}=zoss ATCH BASIN 12" IE(E)=222.9 z tel 503 226 6950 fax 503 273 9192 IN MONUMENT BOX (H) RIM=222.0-, oUT=208.5 SDMH ROADSIDE < 222.,8 12" STORM DRAIN a" IE((N)=223.5 (f) < FOUND 2" ALUMINUM DISK na v, ,....,_, �•R/W E)=208.5 RIM 221.90 DITCH 19.7 UNABLE TO VERIFY 4" IE(N)=223.5 IN MONUMENT BOX (H) 12' OUT(W)=222.7 N :I:Esso a u., __._.___-_�. ‘404+,,.. 220 • T�208.3 __ U www. owa-I Igroup.com www.ibigroup.com •- /� ` •.nn.;a.,..,,.. . EXACT LOCATION \ _ N 9 w 61 x i„ g9 .:.._: } -221 n.o ' -.� "•-� , VALVE W ��i' �- TREE TABLE _ W = _ (�"'�i�l��_ uN �■� �'� `` iCy� Xoa Uf • _-_,2k- * aWV �- 24" CURB N0. DESC TAG m 9t pc1�`G I--0. 24" CURB c . 224 225 A. &GUTTER P V)33 Q ' CATCH BASIN &GUTTER ® .� SW PFAFFLE STREET (PU�Li�"" �-- _� o �. _ (-�2zs 1 8" HAWTHORNE V72501 EM217.9.53 `221 _ r'-_ _. ___ _. T_._ �V ,-- �,. \® ® r WATL1t ` 2 6" CHERRY V72502 ?rteVIIII) Baa I N 89'372C777612.27 \ 12" CPP -z - tic---_.... ... __-- . . __. ___ .-_- link c.2- - .._.. _.._._ -. z' POLY GAS UNE o 3 8° HAWTHORNE V72503 ;` 12" CPP - =_ _ - - \ lb, • •�' VALVE 00- V N • Ti�• -� - •. 4 18" HAWTHORNE V72505 r7 ¢m _Al_ SD V . 221-r_ _'GT � •rvJU� '� 6�- �t�:s .,zrt +;. a.r,aves •. : � �■+iiAD ,, S tiy'3 0 E . GW 432.ir- IS-z=1 T p S 10" DOUGLAS FIR V72506 a, c-'�. -, AREA DRAIN \. GAS .._.._ - �_ �"' -"�-��:• _._.._ _ ... CONC WA ' 6 12" DECIDUOUS V72508 - Z\\LLEj o 4�11�8' 1, s oP _ 7 10" HAWTHORNE V72510 v RIM=219.83 ,.7 '-_.: - ( '-= VAL )� ); - ". I ct cn , ..... 04.'.0..... w VICINITY MAP IE(N)=zts.3 ' ,+� .:t ",.�� a _ - fit• scN ... 8 8" CHERRY V72511 �a� ;; ■tam CONCRETE .. ` X223 { 1^cn 9 7" CHERRY V72513 `'' mom SDMH BOT-215.5 1- NOT TO SCALE z --`APRON RIM-221.56 `-, `:.�` --' u' - J.. =';' cjBl c"u �zz7 `''„ POINT OF BEGINNING 10 6' DECIDUOUS V72512 oINCE)-215.8 (- �'- \� . FOUND 1" IRON PIPE BEARS I1 ■IN(s)=215.9 / / S 13'24'30" E 0.14' o_ �.IN(W)=217.2 1 .. r, ,f,. :,. - 226 - ,our=215.6 r' Jf c 224 `' «` / / HELD FOR EAST LINE \4."'' ---- �, , • L'ROW OF SHRUBS 229 FOUND BRASS SCREW W/ WASHER , - \ / FOUND 5/8" IRON ROD WITH YPC Ean I _ MARKED "KC DEVELOPMENT" (H) 6' WOOD FENCE ,- 230 \_ MARKED "W.B. WELLS & ASSOC.' I „• ON PROPERTY LINE ' {� r^, • / v, i LTD 0 �� /� 225/ SS / ` 23.73 S 13'24'30" E 5.15' AND EAST 0.32' Qso / / ( 1/ / m \\ � � r 1 ie mom FILBERT CLUMPS --- --� / ` 232 0 MULTIPLE SMALL HOO _.-- --- i+ 226 ` I f t GYP.) / / �G� I 233 �) N ? ❑ ❑ ❑ 0�-� C �/ - -'�' / / / 234 \ O Ls 0 / _-zz� / / // )c 235 �\ I PFAFFLE PLAZA x \�\ fl /�' �- / 236 \\111-... w I r , CONDOMINIUM a 'era « 1: \ '_ /// 229• 230-� ,� / // / 237 \\ \ . N (GCE) 0 Qal usmis� ex) C.3 40014 Cir) k-\ / / / CONCRE OD /// / / 238 ......\_.\.\ k, 5 CriJ ❑ w z �� BE�TIC TANK 232 / W ❑w ® u / /, 239 FOUND 5/8" IRON ROD WITH YPC GC ❑ p ,� / CON RCC TANKD / -, \\ MARKED "G&L PLS 1989" -I O ❑ RIIC • JD LEGEND EPTIC TANK/ __-- ._---- 23a� 240 W J W 4 LEGEND \\------ i // / '� �� ' /FIE / / /, �\ \' N 763713" E 0.26' cc U 0 • �r`1 / -----/ /- -� ti DRp1P1 / / / \\ Q �� TANKS i� / VA� 0 fil„„ cm EDGE OF PAVEMENT SD - STORM DRAIN LINE 20 sE�ACK 4 // POS '�-JTBL�FiUKCH/ // Zairn i N 4 El ISIMI00 •,� o / / / p0 !'AREA OF 237/ TOWNER / o < 0 ' ' F=, � Cr) -p OVERHEAD POWER LINE O • �,/ -�� ' ' / �, \ 1�1 Q M •''. N CO STORM DRAIN CLEANOUT / / DOCUMENT NO...2064-096328 m ❑ 1E - UE / X236 ..--' / N co I CV UNDERGROUND ELECTRICAL LINE ✓ / ,/ / II N `1 O N.- STORM DRAIN MANHOLE 1 4// / / `Iwo va 111 p O ANDREWS MANAGEMENT, LTD. 1/` 239/ / / l N N N GRAPHIC ,CM rn UTILITY POLE CB El STORM DRAIN CATCH BASIN OWNERS Z / �� "! / ..----- ---- / 242 �� W O ■ GW-) DOCUMENT NO. 95039814 / / / \ `'w\ O,Z D ;,4 MC o GUY WIRE ANCHOR640 O OVERHEAD TELEPHONE LINE WCDR 6-09-95 1.----- i2 1 -t Ti E ELECTRIC METER -UT- UNDERGROUND TELEPHONE LINE / N CONCRETE > ❑ • I / / '241/ BOLLARDS '■ m H'B;P;l' = ` y CV CV -W- WATER LINE P^ / N / p1' N c0 1I Ln m J 1 inch = ft _.- O �J POWER JUNCTION BOX W I,,/ y J_ 11% P -! 1YV® WATER VALVE O: / / '� m 6.3 L'AICtiBASIN 01 P U a Q Q Q LI: • ® CABLE TV RISER - i 44.7 o SOLID MANHOLE 242 o p p p0 r 1 = CURB �' FIRE HYDRANT � A.\ -/- i Ss I o uD WITH HOLESbY0T. HT= _..-. ` RIM=241.24 - BLDG. 25.4' GAS VALVE ro 6.3 -JE(W)=238.1 W (ll �j F Q� Wt"® WATER METER - J * \ ETRASHNCLOSURE BOTTOM-237.2 { i� MONAGHAN FARMS, INC. -" b pCr) }, s' wood ` ,$ D -1 CONCRE J \ \ OWNER SW PFAFFLE STREET >- ■_ NCE 6' HIGH CBL UG - GAS LINE SIGN CON ETE PARKING SS GREASE ARBORVITAE > } m CA STOP HEDGES CONCRETE DOCUMENT NO. 95037388 0° m z s r O PARKING / (TYPICAL) TRAP , ' CURB Q 1 LIGHT POLE ^ 1 PARKING STOP 'CATCH BASIN // I_JI ,t WCDR 5-31-95 SANITARY SEWER MANHOLE `� , ` (TYPICAL) SOLID MANHOLE (- S, 1 o STOP LID 4-1/2' HOLE y I (TYPICAL) Lu z Z W W J ,^' t,••^t .. .... (� "� �' D.O.T. SIGN (TYPICAL) / RIM=241.13 ‘000'11411r.' ° ca a f `^o- IE(E)=238.3 % /S 6 AS ` POWER POLE W ce W L' V a ® +� CL O CO l BOTTOM-237.4 9a' VALVE SANITARY SEWER CLEANOUT 0 ° \\ WITH TRANSFORMER a N �� o TRAFFIC SIGNAL POST O O �' AND o o 1 ' SEE NOTE 9 \ CO O co CBLi‘; ,` OIL & SAND CONCRETE c ` CO �1 �� SS - SANITARY SEWER LINE DECIDIOUS TREE (TYPICAL) - INTERCEPTOR BOLLARDS \ GUY \\ U ) M M OR AS NOTED ', 1a.6 ' CO �•/ O O Cr.) CPP CORREGATED PLASTIC PIPE , ,. 1 ( WIRE 3' DIRT FOOTPATH o 41010® = O N LEADS TO GROCERYCN LO I-0 II FOUND MONUMENT AS NOTED ?i 1 TELECTRIC \ STORE _ '- N CMP CORREGATED METAL PIPE PER SURVEY NO. 30,084 1\ I ( , _. �1E•Y• N ,• FOUND 5/8" IRON ROD WITH YPC _r �+ CCP CONCRETE PIPE (H) HELD MONUMENT POSITION -BLDG, HT= 17.2' U1 > . " O \ , , ,� A7, MARKED "W.B. WELLS & ASSOC."° SW HALL BLVD AND SW PFAFFLE ST ■® ® ` 1 • , "\?a?_ \ ,CO © \ ` pt w N 76'333' E 0.10' (1) RECORD DATA PER EXHIBIT. "ONE' Ir INTERSECTION STRIPING DETAIL '� o ANDREWS MANAGEMENT, LTD, SSMHQ FIDELITY NATIONAL TITLE COMPANY OF OREGON , 1 RIM=241.71 \ \ "PRELIMINARY TITLE REPORT", ORDER NO. OWNERS \, , �. IN(N)=232.1 \ CATCH B SIN 4 / ^ 1 - OUT=231.1 - SOLID COWR `, .? 20110025373-FTPOR01, DATED MAY 18, 2011 DOCUMENT NO. 95085143 N `_ 1/z"HOLD •o `� OVERHEAD POWER SERVICE WCDR 11-17-95 w 18� Cg BRIM=241.24 TO GAS STATION CO I ( )D DEED DATA PER BOOK 487, PAGE 455 1 BRICK BUILDING IE(s)=23za 1 ' : rv' p N SEE NOTE 9 O F.F.ELEV=242.4' Th''--soTTGM=23 5 ", ,, ` k 0 f f , o MAX HEIGHT 25.4' P r EX EXCEPTION LISTED IN TITLE REPORT K ! 'F� \ N , 1T CAIN PETROLEUM CD (, ..,,,„fI- 2o SE�AC I BLDG. AREA AT GROUND ' , OWNER �+ WCDR WASHINGTON COUNTY DEED RECORDS \ LEVEL = 36,749 SF _-- , , �t DOCUMENT N0. 2005-058835 C!� Consulting Engineers j R=11 BOUNDARY OF SUBJECT PROPERTY ■mit= o \ AT/ BASIN I.1 ` ....1 389 20' 111 SW Fifth Avenue \ SOLin MANHOLE ,, 1 o \ uD -t/z' HOLE Cg • `_ 41' ° THE BOUNDARY OF THE PROPERTY, AS DEPICTED, IS PER WASHINGTON COUNTY SURVEY NO. 30,084 Suite 2400 RIM=241.19 - D=00'48'39" ` • Ii- �- IE(s=237.2 RAMP 24 L=161.16' SSMH MONUMENTS AT THE PROPERTY CORNERS WERE FOUND PER SAID SURVEY, AND THE BASIS OF BEARINGS El CK5 1 1 \ 80 OM=236.3 , 1 - / �' RIM-222.59 ` Portland, Oregon 97204 �1\ �- I -. 18^`A• CH.BRG.= S 61'16'16' W IN(E)=210.39 ARE PER THE EAST LINE OF DEED DOCUMENT NO. 2004-096328. S fir) P� �' 6' WOOD FENCE ��rawc ryp• \'� CH.=161.16' OUT=210.29 i� O O Phone (503)227-3251 ON PROPERTY LINE \ tY O \ SIGN DICAP HANDICAP `� ' f n Fax 1 274-4681 \ \ 11 .,.rte,- SIGN �,_��\ \ EXTRUDED TC=222.3 <J J CO O - N \ \\\ 1 (TYPICAL) (TYPICAL) �� WATER CONCRETE CURB - M M 26.2 - , �� •/ VAULTS / Q�P�SE.R - -© j ` �� 4 Q \ \ , f-_. RAMP �Ff11-AAIfE R �/06. iiiiiC.tSCRE CD LC) to Z ,.. •O"M •,\ .;�/WATER VALVE =�`- / :-_ /..�\ __ O (NI H. \ '\ / 22. N p 242, 2"co�arwoo I . .- t �sr D. ,"(H) ��/ v\�. di +T , ^ 14=_ o! GQE' -. / u+ 4 ; 4 '` / IRON BAR / \: 6� •\ ..\ t / ' AIL FLAG•ONCR6 O Jam=J -241 / _- /'_ . ', ,,,,, // - /• v\�`�,\A_ p �y W •' -. POLE / / O / /�40, . "''"'ri` r' ! V`�1"\ kVl REGISTERED �� Fo. 3/4" f lie t�• _-- �2ao /,. / 7/�,/ F � 2,.#4-0.1. / je .!� �� Gl50 1 / 8// Q• �, / `� DRIVEWAYS-• C'0.0,\:".1,10,0;....„...--- IRON PIPE H / ` G Tc=223.5a LL PROFESSIONAL 259_,.....13,.....-•___-_-_,43,21„..-___::;-____ i / W ` .. C %- L 39 23 //B02(i/- '� 4 j � � WA� 11 DATE: 3/2/12 Off. / -2.3-__ 236 /// // J a % ...2':;-•._-0>‘'-�' LAND SURVEYOR ------ -- -- - ti �, 2 ( Po -------_----____.,-____435,-234---„---:-----/ /� G4p // / 1rp/� _ - �/A Cly / 33 J ,,,• TC 221.85 '�- O 9Pi 6'• /, `__� _--/--� ---" �i�_"231 /moi NE' �� ''. TC=223.15 e F \ t� `/ / ��ZI230� � 1 POLE /s f yry BEGIN s -1 , s. -__-------___2,--.. ---_-...„---1.•, 226 ,1i��5 r-'�"' / ,� NOTES r MICHAEL R. GATES P.L.S. 2449 S ' r �� \\ �;! "1$/ I' �-... �-•-�-- - - I-�N BAR H CONCRETE CURB 1. PROPERTY ZONED MUE. LIJ O "' OREGON ,.` 1.- - ---._ 24,7--:--- - . �,7:� C. �� JULY 25, 1990 1 l t TRAFFIC SIGNAL. r' f <'/ CITY OF TIGARD ZONING DESIGNATION MAXIMUM BUILDING HEIGHT=45' O MICHAEL R. GATES >-- ` 4 - /PRIf ATE h 24" CUR= /� �! ,C, e, T,POLE CATCH BASIN • /y DIVE Nry & GUTTER �� L ., �►�` � ` `� a RIM=221.42 BUILDING SETBACKS- 20' WEST LINE (ADJOINS RESIDENTIAL) � / 2449 ' ` - BS / -� TOP'c•S _� �' t ..- • - IE(N)=219.72 30' PACIFIC HIGHWAY 30' PFAFFLE STREET 0' EAST LINE _ F. o j ??q / •e 0 S --.'"N ,-',,/ �F' WT(S)=219.52 CL BOOK 487, PAGE 455 I ,c' G� / ---�\ �% 223�/�,•'t�IP ,. ' S \ `< OF PPS DAT. SIGN 2. THIS PROPERTY LIES IN "ZONE C", AREA OF MINIMAL FLOODING (OUTSIDE THE 100 / VALID UNTIL 6-30-13 3-26-63 ;Cio.S 's �� 22 �� D.O.T- SIGN GE.� 1 /.3-_,,• EO (SPEED LIMIT) YEAR FLOOD AREA), ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE MAP FOR oJ� / /1R' t BAr�(I� 1gO9>19111� r •` � I \ / THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON PANEL N0. 410276 00038,w _ i 1 J 1g .40 TRAFFIC SIGNAL D.O.T. SIGNO iFac -217 Ts 9 / �03'� 32<, j �' "sE POLE(TYPICAL) DATED MARCH 1, 1982. w N ACCESS RESTRICTIONS FOFA, sr, 6-1'\1 X99 /o �'®r SDMH AND (CENTERLINE ONLY) 3. THERE ARE 209 PARKING SPACES ON THE PROPERTY, INCLUDING 5 HANDICAP SPACES. %/f ,,,,.,%"',,,%-,if U -- ; FROM ENG STA. 51+55 q sP•�. J S ,� CATCH BASIN \ \ 84 ARE UNPAINTED AROUND THE PERIMETER OF THE PAVED AREA, WITH CONCRETE ✓r f b �R �� ..;;;;;->"•,,,;%;;;,;;',/,&,..4-,;;;,,,,,,./..2 !/ / K ,��`� L,,, �, i �'Ij / .' � AT CURB OVERHEAD TRAFFIC / r/' ! . i trr /r' :f F. CD I- a TO WEST PER Ftir 1'\ RIM12 20.6217 D SIGNAL LINE At' �v^\ PARKING STOPS. THERE ARE 123 REGULAR PAINTED SPACES. PAVED AREA = 106,541 SF ,'/ ' / r � t ('' Q O o IT; \ �LSN S 6 --- a-to �• IE 12" OUT=216.9 "`" 7 TRAFFIC SIGNAL 4. THE SITE ADDRESS IS-8200 SW PFAFFLE ST. TIGARD, OR 97223 �r ,, ,,,:///,/,..:::::,,7,47,/./..„,2� '�''rf' ' DOT c• " "- _�'� e- CONTROL RISER ,- � E BOOK 487, PAGE 455 N. �\GI]h��b CHUt2JdFl � -r, .• !,� ___r-- -ATCH BASIN .<. .,�`- o - � i ., *r-----� ,1} 3-26-63 2'8 `��\ �� ( L) ----------- -,*.:7-\)4 12%%'23.60 D.O.T. SIGN 5. ELEVATIONS ARE BASED ON CITY-0F TIGARD BENCH MARK NO. 36, ELEVATION=229.75 \\ - �• ti` 9;:%' GEODETIC VERTICAL DATUM OF 1929. • , 10 ❑ ... 5' \ �� / - 70.T. SIGN „>-; IE ,2" OUT=221,1 \ (DO NOT ENTER) `!1 ;/ C - !� SEE NOTE 8 .ATONAL GEo X 0 FOR SIGN ti _ ` _ ' 1 ' - 6. THEI FIRM CMT SURVEYING AND CONSULTING DOES NOT CERTIFY TO THE CORRECTNESS phase I Site Structural / x _ / ` tS •• £`'F 1/ " OR ACCURACY OF THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. �t 1•',�`' LI o Q o ISSUES -. 21 I t' W © `s 22 / CONTACT THE UTILITY LOCATE CENTER (800-332-2344) PRIOR TO DIGGING. Package \:‘,:1,i','":,:, LL a / :% '`• \ 7, THE SUBJECT PROPERTY CONTAINS APPROXIMATELY 7.52 ACRES. f +`,. t CATCH BASIN ,. , 220"'" `•,,,,,,\,\�', „. n- U CV e RIM=218.77 .f '� , l IV "s, '�, • I to d' IE=215.0 r ;".. ' */ �' S ! TRAFFIC SIGNAL 8. THERE IS NO KNOWN EASEMENT FOR SIGN BETWEEN THE OWNERS THEREOF \ ) t. '• O OX e L• / + 1" ZNt 219� 1E��2 BOX (TYPICAL) AND THE STATE OF OREGON, THE OWNERS OF THE LAND IT RESTS UPON. date January 3, 2013 pt ' 'rN ,''� .1F-M TRAFFIC SIGNAL '. L Cs 1` D.O.T. SIGN > J' ,�' OF?P POLE '1, '`. oaf 9. THERE IS NO KNOWN EASEMENT FOR THE POWER LINE ALONG THE ' Fr' ` rl' I ♦6 D.O.T. SIGN 218 i- .\ i I ,,,,,,...-,././/://,, �r rj ,"/'''''777/ (SUNSETTHWY) r BOXF(TtPICAL) (ON RAMP) j '._ �� T�E PROPERUTHEAST TY TO THE EAST UNDARY LINE ICH SUPPLIES POWER TO THIS SITE AND H ,.,'r ,, ,,,,,-,,,,/.4„,•,/,,,,,,,,-,,,,,,,-„,,,,,,,,,,,,,,,,,,,,, ,fff,-,/,,;,./1 f#'!F 4,,,:/.,„, ,,,f X N 2 w o revisions ' " r / I • a --- p °v, ', - �y� cn k . e y p l a n o ; ---� ,• p� 216 \ J 11 ^ / U 0 O w ,. - '� SSMH D.O.T. SIGN 9 J/ IY [n o - `c rf% "" RIM--222.33 (TYPICAL) , 215 I- - ,> IN(E)=206,8 NO, SaQ O15 o U > o �Fy PROJECT BIBLE CHURCH phase Site & Structural -- -p co r �-' , • OUT-208.5 i` _ 214 '+,\ X W + > I . ,,,s .• D.O.T. SIGN / N m� z ��V// ___ (TYPICAL) - •' 213-•-t� ,•1` Package 3 E TYPE TOPOGRAPHIC SURVEY project # 11015 O 0 I o_ • �� I EXISTING CONDITIONS PLAN date January 3, 2013 �o;' revisions / o , k • f f t`,-� 0o o i N Consulting Engineers , ,I.2 C o .) 0 iii SW. Fifth Avenue 1E I Z m Tri 1 INCH = 60 FEET Suite 2400 +,w SCA E Portland, Oregon 97204 im o x � Ow MN Ell`' � 4- Phone (503) 227-3251 n c r i� 0_ Fax (503) 274-4681 •L 0 rn 60 0 60 120 "' o oO o' > X cn 3 °' proN. ject # 11015 a� ,,M EXISTING CONDITIONS ,4 PLAN / . I 0 _o - O x N\ I /CV 0.2,-,Cr) Z Z t ; f'a'. LL ithigOf eitelifi1El &WA 6 48w w p_X r•OrlitAttil;8 ��t rli z7 Ti rs+4' s�' k r I-� f ! fi k 3 T, •1;'-r• I .�� t £ I`h S- 11 .1,(, . 1. 5 •l •�.1 I 'I, t {`I,,. .' 1%L3!,Y3 &41, Y , !:, T . ; 1 , Et E j t6 .ii . ..,,e. u..K: ,. ...h. d i,_. Jn.rrc `�Av. d�... ,. ., • GROUP Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com / I i / / / / . 7LEGEND ASPHALT PAVEMENTIBI in! ., ,r) , 44.. .c �, � lotti � GROUP -I / t / TYP. \ , CONCRETE PAVING / / ; / 9 PT / /i'''',/ // ,ifil////11 co _ YP. �, ./._ 19 PT—� SAWCUT LINE Dull Olson Weekes IB Group i ' - SO l U t f -� ` I Architects, Inc. ..) .n .. .._a vv �� ,� Faso 020 PT- KEY NOTES / / / 6 PT i` \ \, \�" \ 907 SW Stark Street Portland OR 97205 USA if / e ` \ \ (f \ C `\ C \ (Cn \ r 0 f', © tel 503 226 6950 fax 503 273 9192 , ,/ -7FULL DEPTH ASPHALT PAVEMENT www.dowa-ibigroup.com www.ibigroup.com 1 MEN muss Ge) _ p p . b 2 DETECTABLE WARNING TILES 1 T cV x / I 2+93.18lit 11 PT- x-12 PT • 3 SAWCUT AND MATCH EXISTING PAVEMENT i O // i / � ct�: �� ..-.. _.__ _._..._ 3 c15 ` cls 9 � as) o/ U.N. )41) IV El IISME 0 8PT ---- . 431 • NOT USED// /'1/" /j" `'' / / - ... f 17 PT----- i i ' / / O NOT USED 0 IS EMS= MO ® / 0 8'-WIDE PEDESTRIAN/BICYCLE / EASEMENT (TYP.) ` ` _. PT g NOT USED a) / E v / ;� 5 PT C47-� '� a —16 PT / law / / 7 PT -` g CONCRETE WHEEL STOP allilh a / 2 ' W .2.. O F / 87 PT CI4ii) ACCESSIBLE CURB RAMP ilk / B 326 67f STA. 1+92.02 EXTRUDED CURB 10 ® y' / , 49 C11.211,, START 5'X5' THERMOPLASTIC CROSSWALK STRIPING ® / r ASPHALT LANDING 411) ,/"0 117----- VIP Cs) / 1). .Th_ci.' /0,/` 13 THERMOPLASTIC PAVEMENT MARKING DIRECTIONAL alk/ ARROW. ��f / ; ._,�_ ; • ----� ---- - ADA PARKING, LOADING ZONE AND SIGNAGE14 O �, 14 C� Asia ° 2 PT 4,43 ` / I i 4" SOLID WHITE PAVEMENT MARKING PAINT° < DI ..= s44, i / /44 ® 1,,, Q 16 STOP SIGN Ail y�JE / 1PT4' WIDE ASPHALT PATH 17 2'-WIDE BREAK IN EXTRUDED CURB FOR DRAINAGE. SEE N; OLANDSCAPE PLANS. NO+oo� 111` l/ `- c11 � 47) r- O18 24" DIA. BY 18" HIGH CONCRETE BOLLARD. rnt q ® / 4P7 EC vis▪ a CN3 0REFER TO LANDSCAPE PLANS. CENTER BOLLARDo" i BETWEEN TRAFFIC PAINT. LOCATE AT 15° O.C. UNLESS® (' /ilik / Sif.'_.....7,,,:"------.- v oo / \ ® ® NOTED OTHERWISE. Co) ® - ----- ff DI "CARPOOL" "ftftft's\ , L p / 1r� _ - 1� Q 0 , 19 COMPACT AND CARPOOL IN WHITE PAVEMENTCO ®S. 0) 00 / ° O MARKING PAINT -- 0 , ,-..-.-z,„zs, ci) c12 �° l— " U 20 DOUBLE 4" SOLID YELLOW THERMOPLASTIC PAVEMENT 1 0 INC -°1= (s. ) 0 -i--7 ® r /� —�' / \ 0 o _ MARKING N / // / �` - / laLl CI8" SOLID WHITE THERMOPLASTIC PAVEMENT MARKING \44) 1 .20 it / � 94 PT A i 1 t IAn cif) Q EXITING LANE CONFIGURATION 'SIGNKlir RI am, Ci) mma a) -k— LO ® ® / / I 4 0 CI) tP F C11.2 3 PT L \ 23 CURB ENDING HALF STREET innrKrJvEMENTS ---:,/ X IN SW PFAFFLE STREET j 6 4 ? m cfl CO PER eSHEET C9.0 { / /// I ® \\*. 24 WHEEL CHAIR 8c VAN ACCESSIBLE ONLY PARKING SPACE ® ® w a) c c o, ' / SIM. 4CDco O O O / / START W 25 CONCRETE GENERATOR PAD PER STRUCTURAL PLANS N O / CURB \ N . �, TAPER ® ® . I® OO ---\ ri 4:44 / ' C lij, -• 0 N ,`/ / VEGETATED WATER QUALITY NOTES ® Cf)® 0 SWALE PER SHT. C6.0 ,. C11.2 Q / 1` �' 12' WIDE DEDICATION - 1 0 i 1. SEE SHEET C4.2 FOR ALIGNMENT LAYOUT AND k f ,Clu) ....c cti , a_ ,, 4t1 / // 9 . V ; r ' , \ I - .I SHEET C4.3 FOR VERTICAL ALIGNMENTS• 0 f ,- 2. CONTRACTOR TO APPLY Y4" MAX. SLURRY SEAL -�- / r OVER ENTIRE ASPHALT PAVED AREA AFTER g g Consulting Engineers X ��"� 1. i ,� � U1 )( ( - * r' �. Cr 2' -- -4 24' —4,--3' COMPLETION OF PAVING AND UTILITY TRENCHING ® O i11 SW. Fifth Avenue i I ,i.l --,. ,.:,:t-. . ,. < ' i_ AND PRIOR TO NEW PAVEMENT MARKING. o ® dr'- d0- Suite 2400 I / / �;, i _ \ 41) ! �, 5 i� Imo- Portland, Oregon 97204 o ; ? O O Phone (503) 227-3251 / �' CO CO Fax: (503) 2744681 c7i 44i` / l a0' Cly O O N ° / / STA. 4+13.70\ , I O to N ° `/ ' K START 5X5 , O f / / \ ASPHALT LANDING 91 PT N Q / * / /,/ ;. f oo . ��R�p PROFESS/o� J O i,/ A ` , \ .. 0 I ici G1NE 4+91.13 0 �+ r' / DETENTION POND PER SHT. C6.0 / _ _i II ' I E ', I I �`� 15768 / .,, , / ,,., 1 XI ' ' r 7.'•-•"-^, --",< Ir, ti zt '�f r" .. - , f` .� ., �, \ _ — _ / ,_._t ! t t(j/ ' Li , - , C48 -- -- OR GON 1 /�_ O C A,7. y 11 �� / ,741.1 . 1' / �/ 92 tio_. __mi.__ o � t � / �"' I < � / EXPIRATION DATE: 1T✓81�i N / .. „ / f {, C49 504) PT _ 51 PT / 93 PT i C18 C19 I 1 , / .- , PROPOSED SW PFAFFLE STREET --- (Cr))`I , 59 PT j Q .,,:,,,,,„:.-„,,,, ,\,,,, N j/ ,/ � / _ l �� RIGHT-OF-WAY LINE '' i i '� i ,` > 410 ,,.....,„ k, , 1 l _ x'53 PT / ;',/-7 %f 'r�,/'7 X ,.- L?� i,fes , , �" _ �I 1, / / i s 58 PT / ® 1 / err/f: / phase Site & Structural F� f, f f1� a _ EXTG. SW PFAFFLE STREET ,/, f �' / �' / RIGHT-OF-WAY LINE ` 1 E �_, i Package ; %�;', �� „>; �sfi ;4 � X O ➢ / r t CLD- Ai#71 }1 f r Pl r X / 1 / / „ I i 54 PT date Januar 3 2013 ;,' „ �f� CD Cr) •• o /X ii (II 57 PT - 55 PT ''''''e/::/".,7'7;;;14.,,,,/7`7,//A4 1 , • / ' / / s � r 56 PT I 1.: revisions , , ,, o °' / / i;:j., z._ c21 k .. e plan /ifI 0 \ ,,!,,,, , , _ \ o 0 \ 041),-, \ (1) -- o / ,,,t ,, , ,, ,, , phas Structural r e Site & w x / , , , v _ _ _ ____ ____ -._. _-_._.. _.___ ___._�_ . _ _ ____ \ \ \ pry # 11015 Package to{,fra< (\ 1 / ,,,, '° ftp �'+,' TYPO project .ori..,- ��'�'f1 `�i I.. f tt i• / / ii„,,,,e--- f\--' .„..,J SITE CONTROL date January3, 2013 HORIZONTAL 4:1 , AND PAVING PLAN TYP. iig revisions ro o L I i'o< -t. / / \ c j O _c x `. ®..nr- ,_-�..-,-....tom-..-�.--ate..... _.--_.�._...�1i�.._— --_ _._—"_.e_�.....- �_.-.�e..i_. �.^i.,_�._.�rrr�__•��„' '.".� i� _ rrr--s�A�--- --��....�o -rye 1.-_.mm_._ ®- ® ® ® >® 90 00 f " Consulting Engineers rn / r 111 S.W. Fifth Avenue o ! f 4 _ £, SCALE C Suite 2400 A E 1 INCH = 20 FEET Portland, Oregon 97204 C 4 ■ 0 o x c o I-_J -' IIII Ell Phone: (503)227-3251 Uoo t.n r, / tj i 20 0 20 40 Fax (503)274-4681 Q) o > v) 5 . x — > I CD n project# 11015 , o �• o° SITE HORIZONTAL CONTROL 3 ,i3 4,_ � N AND PAVING PLAN 0 o Or7x (NI\ I /r0 / ±w3 iii C4.,, ■ 0 ,, o La> I +:,a x.11 ! IBI GROUP Dull Olson Weekes-IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com TRASH ENCLOSURE PER MMIIIMMIIINIEMMIMININ COMPACT STALL SHEET A8.30 L t LEGEND immumummumnimmosis 7.5'-WIDE, UNO. EXIST. UTILITY POLE AND GUY WIRE TO REMAIN - I ', � , ASPHALT PAVEMENT - - • ::::: T:: G bl!' 9 IN IP• 39PT22 illiP0 `- --A ‘ - - - 19 PT02 • • 'T© 27 • •JIL Dull Olson Weekes-IBI Group _\ I0► 30 PT / X34 PT c• 2.1.00 + Architects,Inc. �• 4., 21 PT u Z \ \` 4 AL I PP ©- '- PT utiT 1 l"27 1 , 8'—WIDE PEDESTRIAN/BICYCLE EASEMENT 1 FULL DEPTH ASPHALT PAVEMENT © tel 503 226 6950 fax 503 273 9192 C22 C23 C24 - - 88 PT I - 13 26 37 PT oC30 � 0 DETECTABLE WARNING TILES ©� www.dowa-ibigroup.COM www.ibigroup.com 86 PT O411:1 0i 001 �/ C31 1[111-----, /� % 2 A1� W 11.1111.1.1111111.11111111111.111111111111. N N TYP• I I ".--" - - YO ' I / ��✓✓✓ 3 SAWCUT AND MATCH EXISTING PAVEMENT Ce 49 PT �36 PT D\` • 9 7 42 PT ® • I/ 35 PT 1.\ N 41 PT 4 CONCRETE SIDEWALK 1 1 • PT0�No j c3z/ c3319 C1" ® \ g STANDARD CONCRETE CURB (PAINTED RED U.N.0) ® C 48 PT y•. . . O 6' _ O \ili.-- I. O 4 4 , 47 PT 46 PTW I 431PT r r' 4In d 6 NOT USED }�, ��alri _ � 7 NOT USED 0 73 \ •0„ / J \ 145 P��/ 25' 1041111 © �� 40 PT' A. EXISTING CURB, GUTTER, O NOT USED •-45 PT TYP I - AND PAVEMENT TO REMAIN -16 PT / �. / / / /_ / I A `�(�� MIN. BID GYM © O CONCRETE WHEEL STOP Cl.) / c ,� 4 / �, / C' s'. F". c / u/ c`i V � C34 I cas �� R25' p/ ADDITION l`, ACCESSIBLE CURB RAMP 0 Ce N 8A5'P WIDES TYP. fYP. 2 0 I 1 C35 STAIRS ON-GRADE AND o/ �/ 0 , 0 EXTRUDED CURB 011 __ CONCRETE RETAINING 0 3' © 0 ® J �� m� 13' WALLS PER STRUCTURAL ® THERMOPLASTIC CROSSWALK STRIPING ] PLANS. CONCRETE FINISH O 0 _ _O O 1 O O _ 1 0 Q 0 O _O ,C 8c HANDRAILS PER 25 SC \ % 13 RROW.PLASTIC PAVEMENT MARKING DIRECTIONAL .NIF O V Q � ! V -+ O C\ LANDSCAPE PLANS. , `F� TYP' ° IMI CO 711-'74— r) •(1 I 1 1 1 1 III 1 14 ADA PARKING, LOADING ZONE AND SIGNAGE T® II MEM 0 .. CO • 15 4" SOLID WHITE PAVEMENT MARKING PAINT r 10' - -- 7' ®- 10' rn .52), _A 0 o _.111V-1111 I rn/ 16 STOP SIGN BICYCLE RACKS PER 1 5/0 17 2'-WIDE BREAK IN EXTRUDED CURB FOR DRAINAGE. SEE. ._ LANDSCAPE ARCHITECTLANDSCAPE PLANS. N PLANS, TYP. 18 0 c --I 4' 24" DIA. BY 18" HIGH CONCRETE BOLLARD. C rn REFER TO LANDSCAPE PLANS. CENTER BOLLARD BETWEEN TRAFFIC PAINT. LOCATE AT 15' 0.C. UNLESS pp�� NOTED OTHERWISE. i }i CI* n O 1g "COMPACT" AND "CARPOOL" IN WHITE PAVEMENT V O '� IT • ISTIN► MARKING PAINT Cl) ccs0 BUILDING 'It V 20 MARE NG4" SOLID YELLOW THERMOPLASTIC PAVEMENT m ~_ LLWS ® 8" SOLID WHITE THERMOPLASTIC PAVEMENTMEMARKING V•_! CO _ 0 L 0 EXITING LANE CONFIGURATION SIGN �� = o NV WI COURTYARD LAYOUT O�6�•7 C� 23 CURB ENDING 1- 1- LJ./ PER ARCHITECTURAL 10 �a �—+ rn rn x PLANS ' I 24 WHEEL CHAIR & VAN ACCESSIBLE ONLY PARKING SPACE® T A+� c9 co a, `- RENOVATED STRUCTURE O ` L v� 25 CONCRETE GENERATOR PAD PER STRUCTURAL PLANS •%+ _L 0/ p CO CO o �►�sl Cil , C3 ,. Z FFE=242,4 ® 1 o+p0 �_ CO co ..i....; N LIMIT OF EXISTING 0 �� 9 NOTES ■L �� fY N BUILDING I P 1� W O 1. SEE SHEET C4.2 FOR ALIGNMENT LAYOUT AND B BICYCLE RACKS PER 00 7 SHEET C4.3 FOR VERTICAL ALIGNMENTS. in2if j LANDSCAPE ARCHITECT \ 02. CONTRACTOR TO APPLY Ya" MAX. SLURRY SEAL f- 1 PLANS, TYP. 1 Q? x 1 OVER ENTIRE ASPHALT PAVED AREA AFTER =1 FLAGPOLE PER 11 I COMPLETION OF PAVING AND UTILITY TRENCHING "C Ct.' r o Consulting Engineers c.) LANDSCAPE AND PRIOR TO NEW PAVEMENT MARKING. �� N t� ft1 SSuiFifth Avenue 0 SEE DETAIL 1, THIS SHT. FOR 1 ♦� _ d- d o ARCHITECT ALTERNATE PAVING PLAN V+ r r Portland 03) 97204 �a v r � � O� Phone'(503)227-,?251 L__' PLANS 1 ~ � 31' i 6' f I I A ^ cfl c0 Fax(503)274-4681 N IvI 0 MINIENNI101 161.= V� `H^''J Cn7: C ) C I c\ I- -1 I lJ�l r / .. L� '1 ' I� W O O O I ,C\I_ V�.V�J / - 1 1 CV m O O / co Ep PROF { 0 �� I_ ��1 I I I I I I 2s.o6, S<�RG1N Esso , ) I B / �� O \\\cCi O /// I I ��, �`a15768 ,A9 y9r x O.. / . VA. ' O e O i7 O `-l8 --- p O O O 0 1 o fnl ---- J �n 60' — — --- I CANOPY PER MELO _ C - • ARCHITECTURAL rn EXISTING CURB, GUTTER, 1 1 .y 91• $ O O 0 0_ O�\\ .\ V b \O WM T T —_. AND PAVEMENT TO REMAIN (ALTERNATE 1) li.iliEw.2 j9o0\,P I I I \ , O Al ®TYP• m TYP. Off U 1 EXPIRATION DATE: I -51 PT TREE WELL AND WHEELSTOPS N c36 89 PT \ 6-43' 0 1 a N Ct9 PER LANDSCAPE ARCHITECT 61 PT �� C37 I 35.39' N 41174PLANS (TYP.) / i a — 52 PT / ' / y ~ a / i i ie 62 PT uo. LIMIT OF FUTURE ✓J 1`,t 3 P-r f i�S • /... 60 PT I AUDITORIUM EXPANSION ' "1i-0 1 ,yC ` rn1 x rT / c I co tor',i 60" y 0.4 ` \ - — �— — I phase Site&Structural i/1 o lYP / i 65 PTyo,„I� 63 PT „' .�. Package �--_ 1 x o j / ® I /) I x / / / / f , , ® CONC. SIDEWALK I 54 PT COMPACTS ALL 64 PT - ALTERNATE 6 date Janus 3,2013 •r ® �� ( ) January - rn 7.5'-WIDE, UNO. C39 C38 TYP. 90 PT % ^ 55 PT 60 PT N 68 PT r i revisions J 85 PT C4474 PT C40T --- 6,, key y p l a no 81 PT 42 C4 j a C45 C43 76 PT C41 70 PT ® 66 PT n o 1— py 84 PTI `' �I °� 73 PT �' \. ��' �� Y �\ m \ m T \ 0 © `O �� ALTERNATE 6 - HORIZONTAL phase PackageSite&Structural w x 79 PT ' .-- 0_ 1 �- \\ 1 -- \ = CONTROL AN® PAVING PLAN —_� — project# 11015 I O O - �_. ..01.�, ---� , 1.0__a� ® SCALE: 1° = 20' a 78 PT _ _. SITE HORIZONTAL CONTROL date January3,2013 p CN 83 PT •T 1 P 67 PT" I AND PAVING PLAN o Q ‘N Mg revisions 0 e_c _.< • O• ^ _. Consulting Engineers :_ ,. 4 s o' in SW.Fifth Avenue o SCALE 1 INCH=20 FEET Portlarxl,Oregon 97204 o x - ,_ I a �, I Phone-(503)227-3251 _ .I �___ Fax(503)274-4681 • - 20 0 20 40 o.6O m > 6 x 5-.1 - project# 11015 ,,E)- CO o� SITE HORIZONTAL CONTROL o" AND PAVING PLAN O -o ._ O x N\1 /N)f\ a\co j-o ( �,'r, i ,--g,,, ow E o_)4 >J 9 1 i",•'', i.r: 5,._..:1�"'',wal t(` ,.4,ate,., , f 1 R,1 r° , ,. ,, ,. ,1011 ,, IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com :P. fir.\:\��,, PI: 0+52.51 �,,, � �.�1I T TABLE I • T TABLE POINT TABLE P I T TABLE P I T TABLE N26'35'55"W ' '4ti" ' 101.1 _.�_ 15.22 \ i ♦ •r►. # NORTHING EASTING # NORTHING EASTING # NORTHING EASTING # NORTHING EASTING # NORTHING EASTING IGR®ice i STA. 0+67.73 l+. 1 PT 5083.49 6881.31 21 PT 4772.72 7077.35 41 PT 4427.46 7128.43 61 PT 4493.29 6836.80 81 PT 4667.29 6740.54 ALIGNMENT-BIKE PED ACCESS Dull Olson Weekes - IBI Group eimanow N=4366.4419 2 PT 5055.26 6909.08 22 PT 4781.58 7086.72 42 PT 4661.42 7078.71 62 PT 4474.72 6829.92 82 PT 4656.45 6729.08 tillInc. CD E=7006.4946 04-03 Archetects, c li *1 * y` 3 PT 5091.81 6841.37 23 PT 4722.11 7100.25 43 PT 4643.59 7072.94 63 PT 4472.24 6819.50 83 PT 4664.88 6727.08 • 4 PT 5031.33 6900.89 24 PT 4711.37 7088.90 44 PT 4640.77 7068.47 64 PT 4483.16 6811.24 84 PT 4673.34 6736.01 907 SW Stark Street Portland OR 97205 USA 0 °' tel 503 226 6950 fax 503 273 9192 N63°24'05"E .,� " 5 PT 5054.85 6960.12 25 PT 4707.01 7093.02 45 PT 4651.77 7050.94 65 PT 4479.79 6822.54 85 PT 4671.85 6740.99 www.dowa-ibigroup.com fax 503 273 30.01' ® .IF - • 00 6 PT 5015.18 7010.22 26 PT 4715.38 7101.87 46 PT 4646.99 7066.99 66 PT 4458.71 6784.18 86 PT 4774.20 7072.37 f: 7 PT 5030.85 6959.93 27 PT 4664.87 7113.96 47 PT 4671.17 7066.36 67 PT 4451.51 6776.57 87 PT 4802.79 7011.09 1 , `! 1 8 PT 5009.49 6986.91 28 PT 4654.43 7102.93 48 PT 4669.28 7072.72 68 PT 4528.65 6775.16 88 PT 4708.50 7088.04 PI ifie. ,�%, /s/ / 9 PT 4846.84 7070.56 29 PT 4649.33 7105.68 49 PT 4663.47 7078.22 69 PT 4526.96 6775.56 89 PT 4490.38 6839.54 I/ i. / 10 PT 4844.93 7050.56 30 PT 4652.03 7116.99 50 PT 4739.00 6780.23 70 PT 4524.09 6774.70 90 PT 4479.56 6807.47 •NOMEIna r ; PI: 0+22.50 11 PT 4813.41 7042.45 31 PT 4651.70 7115.63 51 PT 4738.17 6780.43 71 PT 4512.17 6762.10 91 PT 4786.15 6810.11 N26°35'55"W 0 550 22.50' % 12 PT 4812.51 7042.67 32 PT 4630.96 7120.58 52 PT 4733.40 6775.40 72 PT 4520.60 6760.10 92 PT 4775.92 6790.38 E iso STA. 0+00.00 13 PT 4808.94 7038.89 33 PT 4627.44 7119.68 53 PT 4736.29 6765.72 73 PT 4530.13 6770.18 93 PT 4771.48 6781.79 ALIGNMENT-BIKE PED ACCESSW < (CURB FACE) 14 PT 4812.32 7027.55 34 PT 4603.01 7135.01 54 PT 4719.99 6760.86 74 PT 4604.46 6757.07 94 PT 4810.06 6910.35 N=4319.2736 E=6996.549® 15 PT 4796.03 7022.70 35 PT 4608.29 7103.34 55 PT 4722.79 6751.46 75 PT 4602.78 6757.47 ® 0 BIKE-PED ACCESS ALIGNMENT 16 PT 4798.64 7013.94 36 PT 4609.81 7109.67 56 PT 4725.70 6748.71 76 PT 4599.90 6756.62 • 1 SCALE: 1" = 20' 17 PT 4817.08 7023.33 37 PT 4598.61 7115.49 57 PT 4727.27 6748.33 77 PT 4588.38 6744.440 18 PT 4819.34 7032.81 38 PT 4499.58 7139.12 58 PT 4739.32 6755.74 78 PT 4596.92 6742.55 1 19 PT 4788.28 7085.06 39 PT 4499.19 7159.77 59 PT 4743.44 6773.01 79 PT 4605.95 6752.09 1 20 PT 4777.08 7073.22 40 PT 4449.50 7116.66 60 PT 4496.09 6827.39 80 PT 4670.17 6741.40 \-1- ' \ T - - W. 1+00 a49E 2+00 •mole \ \ .\ \ � 1- - 11---------% < = C3) S13'26103.96' C--- . C , :\ C \ C S13'16'20"E G-5 i PT: 0+96.47 0 - \ • 0+00 40.33 �/ f IYl 1 , PT: 2+72.14 / CURVE DATA TABLE: ALIGNMENTS CURVE DATA TABLE CURVE DATA TABLE 1 +J/ a as PC: 0+40.33 ;` /' J PRC: 0+68.45 PC: 2+00.43 \ 560°58 06 W Curve # Radius Length DELTA CHORD LENGTH CURVE NO. LENGTH RADIUS DELTA CURVE NO. LENGTH RADIUS DELTA (i) 11=131=41 Iii IIMINE 75Cir) H \ \ co- 111 4398' 28.00' 90'00'00" 131 1276° 2501' 29°13'14"4500 7069 90'00 63.64` C2 40.00 53.22 76°14' 49.38 C12 94.25' 60.00' 90'00'00" C32 8.38' 8.00' 60'00'00" 1•0 -F.% Co) s la men O (75 f `O W % C13 68.82' 52.00' 75'49'41" C33 19.70' 18.00' 62°43'13" / C3 35.00 28.12 46°02 27.37 Y / W STA. 0+00.00 r W ALIGNMENT-REALIGNED ACCESS DRIVE STA. 2+82.13 C4 35.00 28.02 45'52' 27.27I . m10 g2 ,z sp C14 37.06' 28.00' 75'49'41" C34 19.38' 18.00' 61'40'40" • f\ . N=4683.9811 ALIGNMENT-REALIGNED ACCESS DRIVE f /\/ ( .,. WWW E=7083.6376 N=4433.6312�. , C5 55.21 71.71 74'25' 66.78 C15 12.57' 8.00' 90°00'00" C35 6.56' 8.00' 46'57'56" � 71 7 o�ti� 1�/ ( E=7113.8058 a " " . ® a C6 62.50 83.30 76'22' 77.27 C16 6.28' 3.00' 120'00 00 C36 4.19' 4.00' 59'59 10 REALIGNED ACCESS DRIVE ALIGNMENT c7 20.00 43.35 124°12' 35.35 C 17 5.44' 4.00' 7759'32" C37 20.42' 13.00' 90'02'08" ® M • - - 5 �2 SCALE: 1" = 20' C18 9.42' 6.00' 90°00'00" C38 15.63° 10.00' 89°32'17" CV WA A 1 1 ‘.'e.•6":6 I•1(1 ilIC i) �' o C8 24.00 25.68 61'18' 24.47 ti ttin CO w N C19 8.38' 4.00' 120°00'00" C39 6.31' 3.00' 120'27'43" rn ■ N ® PT: 2+55.04 C20 15.71' 10.00' 90'00'00" C40 3.14' 3.00' 60°00'00" 0 N z / 2+93.18 C21 4.19' 4.00' 60'00'00" C41 6.28' 3.00' 120'00'00" Cate) ...0 CC5Q a_ / C22 3.14' 3.00' 60°00'00" C42 3.14' 3.00' 60'00'00" (...3 -F-7i xl I / G`b C23 6.28' 3.00' 120'00'00" C43 6.28' 3.00' 120'00'00" - ers N--- cp in SW. Filth Avenue 1 ' / f S13'18'43"E STA. 2+93.18 C24 3.14' 3.00' 60'00'00" C44 3.14' 3.00' 60'00'00" ..92 o0 38.14 ALIGNMENT-ACCESS DRIVE �- Suite iii ED" /' N=4974.9478 (13 1 Portland, Oregon C25 6.28' 3.00' 120'00'00" C45 6.28' 3.00' 120'00'00" •® �" N / E=7007.4093 in n- 00 2 C26 7.85' 3.00' 150°00'00" C46 5.85' 3.00' 111'45'32" 46 N + / -q INTERSECTION i_027' cu PC: 2+01.82 I ACCESS ROAD - 0+10.00= r\ " " C27 4.55' 2.00' 130°15 20 C47 20.11' 16.00' 72'00 28 0 2 N / PFAFFLE ST - 3+43.68 w o C28 C48 22.45' 46 00 27'57'29" 0 Lc) Lo ® N=5155.7388 too 29.35' 45.00' 3722'25" CV =6861.8882 I PT: 1+47.78 �/ C29 84.00' 65.00' 74'02'38" C49 9.76' 20.00' 27'58'25" / COp PT: 2+16.04 J $ SO'27'40"W C7 1 C30 59.03' 45.00' 75'09'11" 6 ZN / Ilk 77.09' r/174,/i-- xi q V,ENU D l •e 1 4, (f) 0+00 / i o / PC: 1+72..: c3_ ' +0(3) S75°54'24"E N -+Oa ---------„_ - '\ EXPIRATION25.29' N /Pi; . PT: 1+47.40 ' . . . •• S48°17,30"W • N o ` cs 165.02 I . f;;',://,../v/t ;0,,,,,,/e0r7.-/--/- ,k '--, ' J Mt4f,i/.1:, -;,n;,',,./ , , .,..),;;•,,;,.,,,,,,7,,,,' ii' U / / k �' / V / \--PC: 0+77.09 Pc: o+s4.o9 phase Site & Structural 0, ri.:: , 1 ' '''''-// -1.:c:::,.",::: ::j;:%-.1-------..-"- ik, ‘"--T,\,, Package1111111ertr.."1" A ‘14V. 03 in x o 4 l SO°27'40"W / / ..t '.', :-‘'''*,,e0,,.1.,.--*; --;;;;; / • 64.09' date January 3, 2013 / , / q-q. INTERSECTION revisions o / w PED PATH - 0+00.00= J o I PFAFFLE ST - 3+21.18 Q r N=5155.9199 a ,' E=6839.3889 E �, / �; phase Site & Structural x "" / / o _/ / S13°00'41"E I project# 11015 Package o ° / 0/ PC: 3+81.06 '�0• 84.60' 4+91.33 ii 5 N C8 � - - ALIGNMENT LAYOUT AND date I January 3, 2013 X / POINT TABLES o PT: STA. 4+91.33 � i' r/ ALIGNMENT-PED PATH �, ® revisions 014H-6) �� N=4774.6816 0 1 , E=6807.5509 I Consulting Engineers _c a) / f 111 S.W. Fifth Avenue 0) o , 0 1 INCH I = 20 FEET Portland, Oregon 97204 C402 ACCESS DRIVE & PED PATH ALIGNMENTS SCALE Suite 2400 o X MI IIII Phone (503)227-3251 SCALE: 1" = 30' 20 0 20 40 Fax (503) 274-4681 _cs� o oo od 2 > 0 •' X project# 1 11015 foo �� ALIGNMENT LAYOUT AND oC5 4: N POINT TABLES o - _ . o .- X cv\ I Q`-..0) J o zV .) i6 C4m2 _u_. ai p„ ii: x File: N: \c\p\2010\310197-westside christian high school\CAD\PLOT\PERMITS\BLDG\0197-XX-BLDG-HC.dwg TAB: C4.3 Plotted: 1/2/13 at 6: 46pm By: CHoltan XREFs: 0197-xtb-24x36 0197-xsv 0197-xar 0197-xtb-30x42 0197-xkeymap 0197-xsd 11015WCHS_X-PLAN 12-12-21 11015WCHS_X-RCPLAN 12-12-21 11015WCHS_X-RPLAN 12-12-21 0197-xst • 41111110 "°" N N W O O + ' I I I I , Imo+ 0 0 0 • a 221.60-- W f Rl N 3 4, rn o _ ;; 0`9 O 222.32 STA. 0+22.50 M oo f N rn ANGLE POINT as iiii o o -TT 11 IIs �,. 222.73 o P1 wNn N 0. , , s0. n 223.56 Cr X si 224.28 STA. 0+52.51 m 0 ANGLE POINT N - 00 224 3s o 4 Z o TI oa a r I I I I I I I y I I I Imo, I%) W 0 0 N N N N W .p. O 0 O 0 N N N -I- 1 I I I. II I I I I I I I I I I 1 1 I OO O O n n C c u a a 0 O + I I I I I I I I 1 I t 1 I I I I ®® wa ®® ,F) 0 1 d STA. 0+08.37 - - SAWCUT LINE v a o1 242.01 a oM STA. 0+19.97 00 0 222.95-- _a FACE OF CURB o '-°s 242.04 n STA. 0+28.50 223.<'[' FACE OF WALK 223.00-- N 0 i ` 'I °s STA. 0+36.50 fs. 242.06 BACK OF WALK P 222.99 - STA. 0+37.00 (Ws RIGHT-OF-WAY 242.09 P 222.99 ss 242.11 223.29 e z u) 242.14 u' _ 0 m STA. 0+68.45 223.67 0 242.14 m GRADE BREAK m 224.03 141.1 ,3 242.04 _ 224,-,-"0 224.30 = 41) = 241.94 i + BVCS: 1+00.00 0 0 224.59 BVCE: 226.30 �4 0 241.84 !II n , > rn 224.86 r- 14 :52 = m 241.74 x ,fEn _ - 225.18z 225.18 O zi x) n _ BVCS: 1+20.00 n > o N7.1 241.64 BVCE: 241.64 n �, o II 3 rn m n 225.50 o � � rn II 11 ® 241.50 z Lin iv _ Po GI.iv -1N Cr n = o 225.74 241.28 rnon 3 ® v•o n � 11y II � _. 5, Cl) 55 w 225.88- -' o �N v ' is COD V, W ' Cl) 240.98-- co .-n m N w�< rn ® co wN<.. 226.01N�vl C� /� 240.60 0 co j-N n V `/ X `D;' T 226.28 240.14 z 1- 7)70 rT 226.98 0 239.60 o T v 228.17 EVCS: 1+89.69 r-rl 238.98 EVCE: 239.00 + N 0 229.09 + No ' o0 238.32 _ n 23010 EVCS: 2+13.42 237.66 EVCS: 231.47 IFri 231.45- 0 111 31.45O' ; 237.00 232.34 + 236.34 0, / 233 05 STA. 2+44.38 _/ 235.68 N SAWCUT LINE O z 233.76 2 n II 235.02 = ;; O 234.49 . m -P 1 11 234.36 0 _ 235.27 i - 233.70 STA. 2+73.65 o o ' SAWCUT LINE 236.03 � r�, I i 1 1 a I 1 I I I I I I 1 1 I I I I N T 7SWWY ej N V 2 , , m ® p 8 O W 236.81 q a u I I @ a I a s I o cc (D 1 I 1 I 1 I 1 I I I 1 I I i 11 ( I A 6 , ,„ O (D N W NP v O O O * _• o Q• o v =CI) 0 0 a WestsideChristian High School Addition-Remodel .. w , N , . ,_....„... o C• CD rd 1.1411111 = -1. Westside Christian HighCD m0 pr Iv SA m • o 0' 8200 SW Pfaffle St, Tigard, OR 97223 1 x o n CA) - ,� t: (503) 697-4711 o� M f: (503) 697-4605 • W o ___ � o 8. C/) B r.> D � � - High -4 ,') Westside Christian N o 0 G-.) s2. flZn O' v n CD NCD `x \� ` \ �` \ .. \ F 75 .' ti��s \ o RF C/es.y -Zti 4 �grotfcn N D 1°‘1: M � ;`` {�� o ZaL cv ?� 1 t estside r■st.ar ■ h S ®ol ooD71: Mo o S�MPhil z 0 CD I :, - � ti C)� cv �� S.N `° Z a °� CO ' 8200 SW Pfaffle StreetTigardOR 97223■ mcn ti O I c , , 0. Clia � a o °i ;7 d Or _w (D v i;,,,:,,,,,,,,;,,,,,,,4,,, * ) `� ` 9 �d4 % t: (503) 697-4711 � _. 02 . co f: (503) 697-4605 fTl ;. 1 . , , lettIBI �f.. )1 .`4,:',,,, ••,'".'',.''' '''',''..';''''''':', '••;.:,,,';1 1. :"`,';,'"•':"':'''''''," '-f -1.",,, :",":.•,!j,•,";,,,,,,, GROUP Dull Olson Weekes - IBI Group Architects, Inc. --------- ----- -- ---------------- -- -- - --- ----.._ _------ - --- - _- - - - - _ - ---- - - - - - . - 907 SW Stark Street Portland OR 97205 USA I • tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 1.:/1 ' / i / / Y /47 i r ,� . _ ,^. ,, -z- -r- - SHEET ®TES s.I'; / / \.,_ �- - - 1l '" - - - l _ _ i 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR �(I(( ' IBI ,i';i i I it ., t �_ - ` _ -� r-'- _\- REFERENCE ONLY. GROUP 1 / i 1 �� r , __.- 2 I / r -.- CURRENT ADA LACCESSIBILITY GUIDELINES FOR BUILDING PLY WITH CDull Olson Weekes IBI Group imam /// � �' L_" ,, ;. / / \', AND FACILITIESA u I / ,/ „ / (ADAAG). / _ Architects, Inc. CD s / , - -' N I 3. BLDG PORCH PATIO CONCRETE PAD. TYP. GRADING IS: j � -- / / / , '.\ ` , ,, TOP OF CONCRETE OUTSIDE DOOR = FF ELEV. MINUS >' / // / /� / j ` �' �" 0.04'. SLOPE PORCH/PATIO AT 2.0% MAX. AWAY FROM 907 SW Stark Street Portland OR 97205 USA ," ill (p/ BLDG. tel 503 226 6950 fax 503 273 9192 234.02 TP C 4• www.dowa I g p com www.r g p com `' 2 SEE SHEET C4 2 AND C4 3 FOR HORIZONTAL ANDbi rou . bi rou .//)/ /1 VERTICAL ALIGNMENTS OF ON-SITE ROADWAYS AND / ' / / N © PATHS. 0 G) i : , 7 cMATCHEX. GRADES - i ; /10,//iii, 11, 234.02 TP ' AT SAWCUT LINE , . - 230.72 TP / • f / ' 233,... , / \ ; , p ■NOM 23/ / 2,32 . i Si) f / 1, 1 i ' •;:: 4': MEM / 0 MO IIIF ------N N t J ,- , . ,. :" KEY NOTES E Iv SEE SW PFAFFLE ST i/ , / / 237 \, . . , kl \ 1. CONTOURS SHOWN IN SW PFAFFLE STREET ARE DRAWN IMPROVEMENT PLANS FORx 230 \ (a) < / BASED ON SPOT ELEVATIONS SURVEYED AFTER AN ACP \ \ OVERLAY THAT OCCURRED BETWEEN THE TIME OF ORIGINALmamma ROW IMPROVEMENTS (C9.0 i` 230.48 TPI TOPOGRAPHIC SURVEY AND THE MOST RECENT UPDATE. i ; I W AND C9.1) / r' \ \ 23 \ CONTRACTORT VERIFY FIELD EXISTING PAVEMENT o al I 0 \ -II GRADESATSAWCUTRLINE AND NOTIFY ENGINEER 1 / 229 • ` / ---- IMMEDIATELY IF DISCREPANCIES EXIST WITH PROPOSED IBC 0 N // I 229.31 TP \ /O%� FINISHED GRADES. X i' 228.27 TP 22 \ \ , /7 Al MEI (1180) oraC ' 2. BOTTOM OF EXTRUDED CURB AT PLANTER SHALL BE SET mila Can N ;. E IEEE / i / .T I / 9 \ 0 �. O' . ELEVATION. 1 / ( \ .1/4.). AT EXISTING PAVEMENT Q / 224.47 TP \ / 228 229 \ 242.18 TP 3. BREAK IN EXTRUDED CURB THROUGH PLANTER TO . • CL 2 / l&A, 226.16 TP "' I ACCOMMODATE EXISTING SHEET FLOW PATH. REFER TO �/�I®, �o� a.. O LANDSCAPE PLANS. st MOM t� l X I I < = .r::)") zl I �, 228 I 7. 4. SLOPES IN ACCESSIBLE AREAS SHALL NOT EXCEED MORE o 1 227.35 TP 2 10 RIM THAN 2% IN ANY DIRECTION. 28 �' o I 0 242.36 TP N j:. 22 ' I a ems= I CT3LL N 0 " / 4 titi 242.36 TP- a,! GRA®ifVC� LABEL LEGE ® ® o o N / 2 4.49 TP r'r'6, a6 I O> N ! NN 2 c� ;' g I 242.44 TP-7CALLOUT DESCRIPTIONCil) 0 LER 226.22 TP : I/ ��, mCI INEME Of) O_ XI Q ;`} AO", • :. ��.. - 224.98 TP - . . . I t 1 _ SLOPE AND DIRECTION rfflEC F- N n ,� IimiV , -� z � i I 1 - ti 241.39 TP N SPOT ELEVATION >< / N 224Cl_ .20 RIM 226 I � DESCRIPTION LISTED BELOW. ■® I f 1 . F `2 / �o� I. ,O. NO DESCRIPTION MEANS TP •= ti x , / / ? I ; OR TG ® ® �� r, , S • ,o #. 1.38% XX.XX XX �/� d- / + I yr in r ` /- LE ,..000010Ia BOW BACK BOS OOF WALKM OF A o XI . /` I . I. . . . . . . . . . . '. BS BOTTOM OF STEP m moms N / h ,. I. ;. • . . . . 242.44 TP BW BOTTOM OF WALL N OO O O N N I / I ' EG EXISTING GRADE N CV . 'S • FF FINISHED FLOOR N z 1 cy "� i. . O' 6� FL FLOW LINE m ® ® O7 N I / ry� VEGETATED WQ SWALE ti i G GUTTER w / `� S=2.2%, BOTTOM WIDTH=2', I 242.36 TPIffi0 11 7 X / i ^o HP HIGH POINT • ® 1 / / N SIDE SLOPES: I ? ,. cV ,,� n , I I 1 LP LOW POINTLow p:- C // N 4:1 IN WETTED AREA 6 DEPTH) N ' RIM RIM OF STRUCTURE ( • { tim) .....0 ct, _ i. / N I 2.5: 1 ABOVE (2.5' DEPTH) . N !. . . . . TC TOP OF CURB O_ X ;`. N N SEE SHEET C6.0 !' F® TG TOP OF GROUND F- CD x „ 1 r: I I N- N \ . . . . . . . . TOP OF cI (ft (' / r TS TOP OF STEP PAVEMENT mo 43.) (j) Consulting Engineers I. ,'t !:I .,. ,' . . . . . .O ■® 111 . Fifth Avenue '6 I TW TOP WALL N S W in t` " I \ I d' Suite 2400 J o� . ::::: : : : . 242 SHEET LEGEND ® ® C[5 grj1:11Pcort/a,nd,,‘.‘ve,Or,1 on 97204�, s I: . 1:89% �� a- OPhone (503)227-3251o1,) rO CO Cfl Fax• (503) 274-4681c" o a #'! I . . . . ti DRAINAGE FLOW DIRECTION238.84 TP , (n/ WN 241.74 TP 242 - - GRADE BREAK O O Om n,cv 3X i/ , / �€ �g EX CONTOUR MINOR/ 7 220.43 RIMI II. rQ oo �-: �V PROFe 2'3 � 1, \111111r , i, I � ; � i 50 _ EX. CONTOUR MAJOR c't _ `s/p\ i \ 24236 TP � rvE�-'�� ► ,� \ 49 i� 15768lx X (, r s / i;_ CONTOUR MINOR ( )= IZ r7 1 ! i. / ,- • , i1. I \t _..1_ , 50 CONTOUR MAJOR (FG) 1 I ;�U) I . i • 1 ORE ONI \'� O Oif) X4 I I I I / -< ... < ...- CONVEYANCE SWALE %H. 2i �99�o ,i 1 3. I241.99 TP qTT \P�, r EWi 1NX / :' // / . ' . ... ' I i EXPIRATION DATE: 12'31/451 I Li. +. r I= eII I i / NO o a f f / N I ,. 0 1w \ 101 I NU -a ) j ; �JJ-I '':!, ii` N 0 ,. 3 "rn '\‘,, "..Y 1- 6* # i i : CV CV te) 1 '''... /* ,% */ :04721* \ , o w r r� N N / I I4 4 i ....,...... ......_..... 1CY) / O. \ % / -U o t' f ,��, N ^ N 0 ' 3 • 2 , '\ hase Site & Structuralt ' ` eN�I X o I / N N ' DETENTION POND Packa e #' . .. - , ;`L._ o o '� / w SEE C6.0 \ \ \ g - -1 A ,.' • s1D ? O i i \ lj j © a. . 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(503) 227-3251 r; i� o_ 20 - - 20 40 Fax (503) 274-4681 0 L� an •U) X 3 m•N - - - - --- - - _ - - --- - - - - - - - - - - - -- -_- - -- - - project# 1 11015 0) o �� SITE GRADING PLAN o > e � ,_ X N\ I /roI- Q_\a- a o ---- • -g - ■ 0 LL ELT x /)/j IBI GROUP Dull Olson Weekes-IBI Group - Architects,Inc. -- - - - -- t Portland- --- - ------ _____ - .. - - - - -- - 907 SW Stark Stree OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com - ° CONCRETE CAST-IN-PLACE RETAINING WALL ;: +\ \\�},<,\f''' ' \ t SHEET NOTES TRASH ENCLOSURE AND STAIRS ON GRADE PER STRUCTURAL moi. ' ri ; WALLS TO RETAIN Y,__. PLANS- \ `c J `, A. ', 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR EXISTING SOILr J 24253 TP \ ' HANDRAILSDETAILS PER ANDLANDSCAPE PLANS `- -_ \ REFERENCE ONLY. NG r �'� _- � ,., � t � IBI 1 ; 246.38G -j- __ f 246.34 EG , ' \ 2. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH GROUP � bit s: / 2 3 CURRENT GUIDELINES FOR BUILDING - � �,. _ - ADA \ \ .• AND FACILITIES (ADAAG). - - - '- - - - 242.28 TP 242.91 TP - - Dull Olson Weekes-IBI Group 38.4 TP \ \ \ n ( 3. BLDG PORCH/PATIO CONCRETE PAD. TYP. GRADING IS: ^+ 242.77 TP 242.66 TP 241.88 Tp o o, TOP OF CONCRETE OUTSIDE DOOR = FF ELEV. MINUS Architects,Inc. W a rp 236.13 RIM \- \ \'\ �- - -- - N ry ^� \ \\ 0.04'. SLOPE PORCH/PATIO AT 2.0% MAX. AWAY FROM =44'1 ,`, \•\ �� ` 24 .88 CV 242 07 ' �r4 y1 \` \ BLDG. y 240.17 TC 8,14 TP : '� !7 !:t1P2 a1242.00 TP' ® 47.3SEE SHEET C42 AND C4.3<'. \ �v \ �% ' \ OID .com ® rL allEll " X PATHS 240.73 TC AA++ 242 31 TP 242.34 TP i 242.24 TP 238.84 FG \ \ \ ` W 0 0 I 242 Ilk 'i \ KEY NOTES �/ 241.64 TPS O 240.82 TP _242.21 TP 1 \ Ce 240.26 BS \� I 241.82 TP 242.36 TP 238.83 FG1. CONTOURS SHOWN IN SW PFAFFLE STREET ARE DRAWN \ ' c BASED ON SPOT ELEVATIONS SURVEYED AFTER AN ACP C / -- / 241.90 TP tt �� 242.36 TS 25. OVERLAY THAT OCCURRED BETWEEN THE TIME OF ORIGINAL /1 241.33 TP \ 1 '', 0 // / / 10 242.36 TP I TOPOGRAPHIC SURVEY AND THE MOST RECENT UPDATE. �� '. A\ i CONTRACTOR TO VERIFY IN FIELD THE EXISTING PAVEMENT 1.13 .F� �� 238.88 FG 241.22 RIM / ', 2.00% t r i 1.50% 242.36 TP Ft' 1' ' I GRADES AT SAWCUT LINE AND NOTIFY ENGINEER •l I ©� --k. \,V =1 I 237.42 FG 23`.54 TP IMMEDIATELY IF DISCREPANCIES EXIST WITH PROPOSED 0 �' ./ GYM ADDITION ' ' ` FINISHED GRADES. / 241.45 TP ' {0) 242.16 TP \ 233.60 TP E / I ? ' / 2424 TPM al FFE=242.4 I \ 1 /' / / / o, / \ 2. BOTTOM OF EXTRUDED CURB AT PLANTER SHALL BE SET A+ EC / / / t / CA/CA/ A A/ / ti• 6 - AT EXISTING PAVEMENT ELEVATION. 24161 TP 241.39 TP: 1 \• 3. BREAK IN EXTRUDED CURB THROUGH PLANTER TO rn 241.72 EG MATCH EXIST. GRADE 241.50 TP 1 \ CP ACCOMMODATE EXISTING SHEET FLOW PATH. REFER TO 0 - I Cc SEE DETAIL THIS SHEET FOR 1 I I , L LANDSCAPE PLANS. O :. 242.16 TP ALTERNATE 6 GRADING \ Z 0 O -� 242 O 242.36 TP \ 4. SLOPES IN ACCESSIBLE AREAS SHALL NOT EXCEED MORE 0 ma 0 _ 241.96 EG ' '0 rl O O O O 0: - O' 0 O C_______?-.--------C\_ g , \ THAN 2% IN ANY DIRECTION. lar Nom I 241.92 EG f I- -I 1 \ S GRADING LABEL LEGEND is o �� o �. / 242.38 TP z I 1 1 1 III I I I I I I I i I I ` ', �' (� CALLOUT DESCRIPTION V .�. (/) - TOP OF GENERATOR PAD I y, _�y SLOPE AND DIRECTION V }� 1/ 242.20 TP SET 6" MIN. ABOVE ` i SPOT ELEVATION ■=, x 242.36 IP 242.36 TP SURROUNDING GRADE ` I y. . I DESCRIPTION LISTED BELOW. v,l 242.36 TP 242.38 TP = 1 ' 242.63 TP 242.6 I I tL + NO DESCRIPTION MEANS TP c I OR TG = (NI . XX.XX XX 0 C ti oINN I ✓ °' T' LIMIT OF EXISTING BUILDING 242.78 TP 9.65 FG I BOS BOTTOM OF SWALE 0 c 242.68 TP LIMIT OF EXISTING BUILDING • BOW BACK OF WALK ^ �� (a O BS BOTTOM OF STEP i♦L+ c!nA CI, o N 242.78 TP- 242.21 TP 237.56 FG I I BW BOTTOM OF WALL V VI _+ _ N I I 1 EG EXISTING GRADE • Cl) as c 242.36 TPi FF FINISHED FLOORCi) 'L _ cv z I - / FL FLOW LINE ® i.= 0 C .• I G GUTTER ^ ♦ ♦ N I 224.18 TP HP HIGH POINT - V 0U CD 238.19 FG 224.34 TP LP LOW POINT f•!� x U I ( RIM RIM OF STRUCTURE V/ a vl I 224.59 TP A TC TOP OF CURB ■� C1) a) _ ,..0 W ' I \ TG TOP OF GROUNDI 73 c ti �I LLI I , 224.18 TP TP TOP OF PAVEMENT ,,AA �r J '/ I TS TOP OF STEP V/ Cl) "- ti r---- 5(1) � 5 o = ¢T I ( { 222.36 TP TW TOP WALL C `1"4 -I-+ rn rn Il I 1.51% r 224.15 TP I _ O CO N w RENOVATED STRUCTURE ' 224.34 TP 221.61 TPcr) u� 22,.56 TP SHEET LEGEND •- M N "' `' N to FFE=242.4 , 224.79 RIM I *a = N o 0 0 c� N . 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CONTOUR MAJOR c•3 cr `; I- LIMIT OF EXISTING BUILDING II 1--- _ 222.24 TP Miii x Q I I i` 49 CONTOUR MINOR (FG) A+ U �l o e I I I i it 50 V/ ConsultingEngineers \I CONTOUR MAJOR (FG) U 242.09 TP f �' r. ` -`- CONVEYANCE SWALE ��/ T�� N O m 3W.Fifth Avenue o I { v d0 Suite 2400 F I as Portland,Oregon 97204 E rn L 1 1� n Alia Cr) d Phone(503)227- 51 p ® ® i o .. s �. \ 1 "°�' I U) ,4-10 Cfl CO Fax(503)274-4681 N 242.36 TP 1 V� co 1 0 242.36 TP 242.36 TP CD co N ui E 242.36 TP I I W O §- ,, \ 239.65 FG I O N a x 242.18 TP / \\ ,'',„, W w - co m 242.E TP Q ° I I I I I 237.56 FG I "� "- �\��ED PN f�F°J/ "I6 \ \ I d o • I o .: 242.18 TP __ 0 9 l• \ �l o LN X rP.. t�- �2 ® r y °. ° \ \ 242.36 TP 241.83 tP4 a 15768 Lo 2 0 0 0\ I , , , \ 7/ 4- ? , O_ O O O 0 0 O O O O ( \ I ORE ON o x - 242.08 TP 242.07 TP ' \ V IN qTT M.Zt �P rn n ii O O O O O I \ I 1 i fiEW 3.0 0 rn - \ 15 / o . _ '>> s \ \ N EXPIRATION DATE: 12/3V13 o F- ao a rn 1.51% ' Si a / / ,� / /---- •// 1/;./1 _ / <t N) CJI CO ° x I 1 n - ; ; . , _ , \ 240.04 RIM .... , /// } • O o o \ y� r ® \i ( �` ® ;` ,",. ,. \._v ../ / 242.36 TP I I phase Site&Structural / Ill(,.=� \i x '. ..� \ , I,I I I 2: i Package l i s ` .1/x N 0- / /f? ,, /0_ ro ! / /./1( -..`/ / 1 .._ // /� / / \ - - date January 3,2013 rn a „' ` ?42 . revisions I c N I x i o ° 2 © © i k e y o I a n ii .. wN J I , I / 7 24 1 TP En I `" `� \ ✓ r� Fri .-, 0 a \" �� / ,l ALTERNATE 6 o PLAZA phase Site&Structural x S."'-';\,,W a z 5,4- \, / / 0 N t 111 Package �mN , ; , , GRADING PLA / x 3 E o \ / SCALE: 1"IN20 0 I 1 6 �.' \, \ � '� �\, f=.\/ \' c # 015 x / SITE GRADING PLAN date January 3, 2013 prod �.. .___ RA Janu o 7 7 �� : ;1 s t�_. ✓ - _ 7/ revisions /o _ a i Q (6 a � o 4 ' �f<, t /, h '; ,''� �� 1 �, _, �i�l .- c a' !, -_. jar' �//�f s Nal a�rn ._ --�- ConsultingEngineers _.r,� r o v o A \ v 111 S.W.Filth Avenue l ; �. i SCALE CA L C Suite 2400 -."__,-�• J L Portland,Oregon 97204 C5 ■ s v z�iri �"--' 1 INCH=20 FEET o x 8-01'r' }�� Phone(503)227-3251 -.'t,_.5 N ``a"xr 20 0 20 40 Fax(503)274-4681 0 50 N :0O t7 3-N - - - -- --- - - --_ - - ------- - -- - project# 11015 nox rn,_ 1 o�rn SITE GRADING PLAN Ih.-.p /O o > o-x N\I a\rn 0�s II, 1I -.°.,in in ,,,___Hit.:," E_ ow C � Iax 1 -- ,- J lot/ IBI GROUP Dull Olson Weekes-IBI Group - Architects,Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com SHEET LEGEND / '' / /� J -- --__ ____ fif to • SDMH Mk Lk 1107 ® / / I _ i - / /:.. �� -. _ ''.-I i OUP i lu r DITCH INLET ' j / I%. I ) ® SD PIPE \ _ _ J / z \ \ Dull Olson Weekes-IBI Group II SD CB 10.1 / ✓ /11/" J / lArchitects,Inc./ , , I . i IIIII WQCB 16 10. / - ma / ,/. _-:1 .. ,,, , --:- ',. _ - -- ---Y _----- ©/ .,`,. \ �� :-�. �4= \ `,..C„ 6 ` / / 907 SW Stark Street Portland OR 97205 USA IN / - tel 503 226 6950 fax 5032739192 E I COTG Ct0 r , I I www.dowa-ibigroup.com www.ibigroup.com NI n TRENCH DRAIN-01 t mow/ nz I STUB // , � N ( W/ CATCH BASIN - r.> . .. ...., x LL a I W RIM=234.00 �� cc f SD OUTFALL �, - ��'I/ i IE 6" OUT=231.50 (W) 77 LF ,10/"SD �/ < / x SEE SW PFAFFLE ST I�'r j 23 S=1.00% =1 D EXISTING MANHOLE IMPROVEMENT PLANS FOR /�� \ \ R ,, ' A+ O O STORM DRAINAGE IN ROW (C9.1) 23 .' W ■� IE 8" IN=236.29 (W) , / , 13 o I EXISTING CATCH BASIN i \ ' 231 T = 2 (S) / ip, �__, if/ IE 10" IN 236 3 ■i I / ii / \ \ _ 232 N \ IE 12" OUT=236.10 (NW) �_ ,v� V N UTILITY LABEL LEGEND ,' N \ \ \ a I i o /_/ i \ 230 / 37 1 \ 1 Q N STRUCTURE LABEL i 1 Ce `., ¢ / 94 LF - 6"SD\ 200 LF 12"SD "� I _, UTILITY TYPE (SD=STORM DRAINAGE) if / i 1 S=6.65% N /' I.'30 I - S=5.19% i-".."" a STRUCTURE TYPE CALLOUT ® �' r, I - __ - - a xl ID NUMBER (WHERE APPLICABLE) / 1"�. 229 ' \ o j 0 0 ce _ I \ I , il Co) cn u' X+XX.X RT X.X'_-LOCATION (WHERE APPLICABLE) I i\ \ i \ C ' [ O ■ ^ �/V•� ED- RIM= - / / 22B 22 1 N l 13 - ( ) IE IN - XX.X STRUCTURE INFO (WHERE APPLICABLE) . ,, / ; • o IE OUT = XX.X ��, /� SD OUTFALL-03 9 o - 88 LF - 8"SD O I ��/� �j� /fir O IE 12" OUT=224.50 1)11‘ s ® I S=1.00% ■�ll N o e 228 PIPE LABEL /�/ -�/ I _a /i Ty I yM22�_ I I T Cci N x UTILITY LENGTH a 1/ �, rs. _-'� ®a R.re I 26 LF - 6"SD O �_ rn Q UTILITY SIZE -.: Il �` I ��1 �� TD. SIA. I I C }� .10 a ° 1 UTILITY TYPE / V?6, /y6 2 ERI 6"2 N8=225.22 (E) COTG-01 -as O 7:5- 1 / // CB-01 I 227-----✓✓✓ IE 12" IN=225.72 SE RIM-241.76 0I ■� (n x x XXLF XX" XX RIM=224.24 ( ) IE 8" IN=237.17 (W) O '� NI o /// IE 8" OUT=222.35 (SW) I O,L / IE 12" OUT=225.12 (NW) CO "� CD /' ,� I ' IE 8" OUT=237.18 (E) I OI 0 0 _o S=X.XX% . ~ i. I {' / `L�. SD STUB-03 I l (.0 /V•� N T o // N 226 '-LF - 12"_SD 1 •J IE 6" OUT=239.89 ■ V J 4. in rn SLOPE (WHERE APPLICABLE) o / ! I rI 1 I o , - I N , � S=5.00% U O o M �/ 22 L I 83 LF - 8"SD 01 = -C I.mum I� CO O KEY NOTES s s=1.00% I 111:1 W CD Cf) ®® CI-)r.- 5 1. COORDINATE ROOF DRAINAGE POINT OF CONNECTION i ( ,, �47 LFS-1 009 ` � � © I l ' O _ _WITH N N WITH ARCHITECTURAL AND PLUMBING PLANS. / I- -� I 6 LF - 6"SD I ■� ( CO M M 2cN . FIELD VERIFY LOCATION AND IE OF EXISTING SD / ♦ / I I W N N- O) N CONNECTION PRIOR TO CONSTRUCTION. ryti� I _r.-O _ ■� CO - i co 0-3 o a 3. PLUG AND ABANDON EX. 12" SD. C O.t l l II I <•",rya I I �� I I 1 I Iy i� EX x a. Cl) o M x 4. VEGETATED WQ SWALE: �I / N / I I Z t t N �, M I SD STUB-02 I )_! -0 _0 vi186 LF, S=2.2%, BOTTOM WIDTH=2', // N SD OUTFALL-02 n IE 6" OUT=239.89 ,--4.N O' -Ico X = SIDE SLOPES IN WETTED AREA=4:1 4� _ s SIDE SLOPES ABOVE WETTED AREA=2.5:1 l/ N N IE 8" OUT=221.88 O I I COTG-02 CI) ! , O ,0 05. 24 LF 6"-WIDE TRENCH DRAIN IN CONCRETE APRON© / RIM=241 I i Consulting EngineersIE OUT-238I , il,_ 1 ® l //s/ = I ■ 111 W.Filth Avenue 6. MITERED PIPE AND OUTFALL PROTECTION�T� /� N I L 1 •t' d- i( SSuite2400 N Cl)6 13 m / / BITCH INLET-02 I \ rt'$`LF - 6"SD ! I VI "� Pa?land Oregon 97204 O rn 7. DETENTION POND 010. t / V ' I I �� Ill cr.); Phone"(503)22 1 p BOTTOM ELEVATION:218.00 �� I RIM=220.40 10 }� CO CO Fax(503)274-4681 o IE 12" OUT=220.40 (W) 5D STUB-Ol (1) (n ^ `j WATER SURFACE (25-YR):220.70 I /... \ , O1 IE 6" OUT=239.78 W Cn M M ---_- --�-- _-- WATER SURFACE 100-YR :221.06- 0 I I • I ' Iy O `O LO O O N ( ) / N m rn DETENTION VOLUME REQUIRED (25 YR): 5507 CF _ 1 O.� a 20 LF - 12"SD --A-4,4,.. . - CV a o DETENTION VOLUME PROVIDED: 5886 CF o I / ®� S=1.00% I _a I�� 00 `� ��Ep PRpFFS a 8. FLOW CONTROL MANHOLE 17 c*j ! fl ®•` I , o-_ 1 I I ��`�� 6 t N F f/Oy o i SD OUTFALL-01 1 4 4, 4) q III T 10. 1, / £ F xI cn x 9, CONNECT TO EXISTING MANHOLE I' Ii ` i I ;f'' t;I1 i : IE 12" OUT-220.20 O i Rellilki---. Q 15768 r aj rn 10. DROP MANHOLE /i, 1 I %�1 / O L O, ORE �y I I ti o 11. 72" DIA. STORMFILTER MANHOLE 15 ( ' I I �9T AN'2t t99 �PZ :'x Nip ‘1:>, t rn x REQUIRED WQ FLOW: 0.125 CFS Clo. vj ',fit \lI , fW o i o CARTRIDGE SIZE: LOW DROP v l I/I t, ► T H o0 --'rr) , /4 / JO N0. OF CARTRIDGES:6 = , lI I I ` EXPIRATIONonre: 117JW a WQ FLOW CAPACITY: 0.134 CFS 1L I' o I \ O v/ Q j ♦ / I N POND BOTTOM I O O 12. CONNECT TO EXISTING 12" SD W/ FLEXIBLE a / // «�� I I x a COUPLING. / 1 c0 w ;: NN • t ; ¢ rn F t.. , / N N 1 o °' N MAX. WATER / / o /N' / \ a / o / _ / ' r I/ N o N SURFACE (25-YR) \( • E ¢ -O r N .y N NN \ _ phase I Structural N / h Site&Stru j7/ I ... JI x o ,/ N 0 \ Package r rn I N/ I a 3 / r \ i col / i o BITCH wLET-o1 \ date I January 3,2013 a 'i cv o, a r -�, _./ I I RIM=218.00 \ °' o c m (c I 1 IE 18" OUT=217.45 (W) N 23 ,•,-) ox r /i• r 1 `\ revisions X. �^1 O SD EX. SDMH o,J ( / / 1 I \ k e y p l a n / j u-o RIM=222.02 0 / 1 / IE 18" IN=21s.so s ÷` / phase I Site&Structural cn O -, 12 LF - 18"SD I P "' IE 12" IN=216.60 (E) J� �I S=2.00% ' \ \ a N mN IE 12' OUT=216.50 (W) EX. /` \ I' Package /,® , \ project# 11015 I- x 3 N- q �- SDMH-01 \ _ a s •rn o x I f r. r� we' r. : O 60" DIA. FLOW CONTROL MH / g f _ _ _ DRAINAGE2013 / OdateJanuary W/ OVERFLOW GRATE / / STORM , 0 0 ,. , - SITE RIM=222.00 J, �` 3 < -o r7) 5 - / i i \ ,, x o , 9 •- IE 18" IN=217.21 (E) r _" .: -+-- - ,,-- revisions o N o,_x IE 18" OUT=217.11 (N) N. - , S 5 n0 / r' /,' 51 LF - 18"SD Consulting Engineers �� L a v o I,. il S=1.00% 111 S.W.Fifth Avenue CP C a / SCALE Suite 2400 ��/ ■ Portland Oregon 97204 LE a Z�iri fik4IN 1 INCH=20 FEET , o x �.o �_�_� - Phone'(503)227-X51 - N _l L`a x 20 20 40 Fax(503)274-4681 USO O O O T4 • co(N project# 11015 3 Ex r o x SITE STORM DRAINAGE rnN _ M.,p /0 : -f7 o,-x c‘,\I /Mr-- c.) O Z tii, ■ 0 L_ hi 8'W _- L:a_x loll 1 I r' GROUP • Dull Olson Weekes-IBI Group - Architects,Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com , � I'; y y SHEET LEGEND J' eY _ �, SDMH ' „ . � -, __ -- -- _- .=_� __;- - - � , . flt) IBI S \ - n �s , \ 1111 DITCH INLET41) GROUP }1+ -03, RIM=238.63 - - i z \ \ ta rra FX,+ V SD PIPE ' =, \_;; 1 ,, IE 10" IN=237.77 (S) - - �I - -' _ - � \ Dull Olson Weekes-IBI Group IE 10" OUT=237.77 (N) II - \[30 \ \ SD CB Architects,inc. CD _ v o \` \ \ G'\ \ \ f N ,rye,\ RIM COT=236.54 WQCB m N �' \l \ / IE 6" IN=234.04 (N) �- tifF 907 SW Stark Street Portland OR 97205 USA 1 \ \.- \ \ 'e.\ v- IE 6" OUT=234.04 (W) 6 tel 503 226 6950 fax 503 273 9192 N �. , \. s \ , , n 1- ,, �r -< \ \ ., r1t COT= C10.i www.dowa-ibigroup.com www.ibigroup.com Ni -i108r02 / im-imm \ \ �� ID \ t'n �n I STUB z RIM=241.22 242 -- 2 E " Ce El a IE 10" IN=237.19 (5) r _ \ \ 1. IE 10" OUT=237.09 (N) LF - 10 SD n vii : , T \ < I S=1.00% SD STUB-09 \ \ \ i SD OUTFALL II 58 LF 10"SD IE 6" OUT=237.79 O1 SD STUB-10 \ / / I, 1 IE 6" OUT=238.50 2� EXISTING MANHOLE x L /�� iI / l- / _ / i� '. y { / 42 LF - 6"SD \ I 2L O N V/ 0 4 x S=1.00% I. G' ' - .}■.i / / S=-2.14% 1��°.{� 28 LF - 6"SD ` \ �� ■ 1 EXISTING CATCH BASIN o I/ </ j % ' --_ PROPOS-ED S=15.99% - ■. �IVJ fes"VV JJ LL IL.JJ I 1 lit/' r ® / �� 1, \� �1 CB-03 SD STUB-11 INA,,,. / _ _,�•.� ', - - / *'\ IoI RIM=241_18 GYM ADDITION 1 IE' 6" OUT*-3.52 \ �� UTILITY LABEL LEGENDE -0 ICC N Y , i /;, 4 IE 6° IN-238.61 - 0 1 ` \ 1 -- / / lj \ E 6" N=238 61 F -242.4 FE / t�` IE 10" OUT=238.35 (N) 79 LF - 6"SD A+ 1 W PLUG AND \ STRUCTURE LABEL N 33 LF 6"SD I I 5=2.00% I 1111 _ 42 LF - 6'SD O' ABANDONDON a 1 %' 60 LF - 6"SD EX. 12" SD. \ \ UTILITY TYPE (SD=STORM DRAINAGE) N 0 I ,. / S=1.97% SD STUB-12 STRUCTURE TYPE CALLOUT O a xl I I I 242 ► 1 IE 6" OUT=235.70 \ I \ r ♦ 0 I ID NUMBER (WHERE APPLICABLE) O IP a i. 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OF CARTRIDGES:6 EXPIRATION DATE: 11/9V/t o ? ( CARTRIDGE SIZE LOW DROP x i EXISTING CB TO I 0.) /n `- } I EXISTING 12" \ 1 ( WQ FLOW CAPACITY: 0.134 CFS o F- rn LID WITH H-20 _ .. \��\ �'.: n v.. '� SD TO REMAIN i� �, RATED GRATE 12. CONNECT TO EXISTING 12" SD W/ FLEXIBLE `- x cr o EXISTING CB TO ,. \ f / / R I / I i COUPLING. `.' REMAIN.Y EPLACE ' >/ / ; I \ J7 m rn x L ,_/- r I . ,./ r �.� LID WITH NEW / t i, ¢ o H-20 RATED ! 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I a5 • M Cr) M SITE UTILITY PLAN )pN o .i . O–x N - I /NN /• 0 1 =L`L C C7 . O 0 li i OIdEl E:a.X Ion 1 IBI GROUP Dull Olson Weekes-IBI Group Architects, Inc. -- - - 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com iNIMINEM / , INSTALL INSTALL EX. POLE MOUNTED BACK FLOW ASSEMBLY 1 (1) FH ASSEMBLY (1) FDC TRANSFORMER & EX. OVERHEAD ELECT. Lk ?' 14 _& TC TO REMAIN ORI RI {(PRIVATE)" - A UTILITY POLE TO REMAIN FLANDSCAPEOPLANS AMMIIM T— — — �` INSTALL- - s ' - - - ® _ LEGEND IBI r - - - - - -`� - - (1) 4 45' INSTALL a a' - loui / GROUP , " 1 BEND (MJ) (1) 8" 45' BEND (MJ) 3°' DI W FOR GATE"VAI 8" FP W IRRIGATION , ' 'lit w VALVE 1111( INSTALL FIRE HYDRANT IIPY V �I Dull Olson Weekes-IBI Group I 1111 W W W=1" ® INSTALL CLEAN OUT (COTG) — o �$' Architects,Inc. CD W W —IM W \ ` t t ts,in 4" W O _ ma ® SEE DETAIL THIS SHEET A GAS METER (NW NATURAL) 0 111111.111 FOR WATER ENLARGEMENT tel 03 Stark 50eet Portland OR 97205 USA \� :� , Alk tel 503 226 6950 fax 503 273 9192 \ O www.dowa-ibigroup.com www.Ibigroup.com INSTALL E d �` I 10' MIN. SEPARATION — I ii, _� \� INSTALL GATE VALVE r (1) 6" 22.5' BEND (MJ) _ • I " INSTALL FIRE DEPARTMENT CONNECTION 7/CD or Ce 1114 y INSTALL • EX. UNDERGROUND ELECT. O 8 45 B & TC SERVICE TO REMAIN 1 END (MJ) p INSTALL STANDARD MANHOLE C I i GYM 10 \ INSTALL 90' BEND (MJ) W/ JOINT RESTRAINT 10' MIN. SEPARATION I /) ` 1 J� 8" FP W ADDITION ` �—I INSTALL 45' BEND (MJ) W/ JOINT RESTRAINT ■. d _o_ �; _ ,___=', 1 i . 7f' 0O- FFE-242.4 0 '".6" FP W ii [ \ - .--I INSTALL 22.5' BEND (MJ) W/ JOINT RESTRAINT E 'O 6" FHW �II W � -''''''•-•-„,„• ^+ ®® ' ��® 3 W s I `\ , EX. 8" CI III INSTALL TEE (MJ X FL U.N.O.) 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SEE OSMH-q3 © ■o C FOR CONTINUATION FIRE PROTECTION PLANS RIM=242.07 �A CCS 1 FOR CONTINUATION. - IE=230.26 `// ® ■� Cl) I, 6 150 LF 6" SS PVC @ 1% cou ® L . ct N DETECTOR C�ECKOUBLE FOR / ® L O ,:i POINT OF CONNECTION I 7., SS, © 1- N I " RIM=236.13 t t SEE FIRE PROTECTION PLANS V N FOR CONTINUATION 1 1 IE=228.76 N z w II � � Q o_ _ lAcl\:\ O8 92 LF 6" PVC @1% MIN- ■� ® I) u� I �� // RISA 229.90 A. • _ (� '� RENOVATED STRUCTURE i 1 //\ 3 in CO FFE-242°4 � 10 POINT OF CONNECTION FOR 4" SS- SEE PLUMBING �® „IN M M FFE=242.4 // PLANS FOR CONTINUATION. �� N o O o N �1 - - _ 11 SS COTG-05 © CO) c oNo N _.-- -__ -_......= --•--= Ii - RIM=238.00 Nur ■� ". rn N 1 E ,p IE=235.50 L cn o 1 - -i / AP;"_EX. PIPE FROM CLEANOUT IN COURTYARD AREA. Kr "_ 13 EXISTING 6" SS TO REMAIN qqyy O Mil 1 ct l' W x LIMIT OF FUTURE 1 ~ 1nl , AUDITORIUM EXPANSION ' Consulting Engineers = 1 (I) O flf SW.Fifth Avenue 6 r 11 I ■� - ~ co Suite 2400 E, �' EX. 4" Cl)v+ cr `r Portland,Oregon 97204 EX. DOUBLE CHECK CI) N DETECTOR ASSEMBLY GATE VALVE }. ®F--+ O_ rn rn Phone'(503)22�X51 O O Fax(503)274-4681 TO REMAIN TO REMAIN /�+ ^�, _N W - — L 1 ! o f c N I\ I\ ! — - - - - N z -- I. .1_ 1 .0 _J O ,i 6" DIP FH W 11 REMOVE � EX. 8" W �w'��ao t N E,6„"0. D PROF X I" �il 1 7 ! 15768 INSTALL PRIVATE CONNECT TO EX. 8" WI ui 0 II HYDRANT ASSEMBLY E 11 FIRE PROTECTION ' ' ^ , 0 0 0 O • 6 _.__._ 0 _ 0 0 O ( ) WATER SERVICE OR ON o O_ 0 O_. 0 0 0 PROPOSED ON-SITE SD EAD EN 1 '� lo 901 D D44 PER SHEETS C6.0 & C6.1 1 W/ 8"AND JOINT , TT at,� ON 45' BEND 9 P 0 L ��i INSTALL 1 RESTRAINT HEyy 1 o q (1) 6" GATE VALVE (MJ) 1WWWWWW I_______ 6.° FH W rn �l 1 1 , I LE ME ME WM Ell ME NM MEP o, x iJ _..- I 4''x3" EX. 3" „ o REDUCER DOMESTIC _ O1 I CONNECT TO EX. 4" METER O O OO �o DOMESTIC SERVICE? EX. 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WATER ® SCALE: 1" 10' ® revisions g o 1 key plan j r Ei phase Site&Structural o N , Package project# 11015\ ® SITE UTILITY PLAN dateJanuary x3, r /- l_, ; revisions �� Orr 2013 rff 111 Of$ 1,1- m 4 2 x - - - _ 4'' i o I , \ ,T Consulting Engineers r f cn1(17: 177 i ., .� ,.' ,, i.,_ ,•-i' r'' 111 S2400 Avenue II 1E SCALE 1 INCH=20 FEET Suite Portland Oregon 97204 •J I 0 3 o x Ell = Phone.(503)227-3251 IMM t o rn , 20 0 40 Fax(503)274-4681 lir U OO N,,> -.-N 1) x I 3 - project# 11015 I Qo h SITE UTILITY PLAN 5,64 j0 CV I O x N\1 /Nn a',„rn Z2 ,a C • 1 u pW .._x - ,'- ' ' ; ' `';',•=;;' '','7.;II.'t"'•- , ,,„,.,,,, .,,,,„,,,,:„,,, loii IBI /, e GROUP Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com ' .:,.. . ., .: - ... 1\ 1 1 91" /--*, -'-., '-'1 ::'9 ,,,,-`AP,-;••,,, 099M1'-r.s. :01 ,,':C " ,, 4,,•;,1009k9y1 ii � 1 u VIMIIIIII k � i ' ry ��..o,? .3ar,,,& .�> 1 tyry '>Y, ? o-G ;g,L - .-.,. .c+ .vR-c. L. ybxX..� �l wr ,?z, i'i j �, �� ur-, ��' r i , �� '� i " r �n �� ! u: r : c• ,: G .y i:„. 1IJ , .prk y' c , P } ) i vi 1 t.,„,,,,..„ V',„ „ A xw�i� �� , » ;_ `�.q0 iI45�73 � it ‘ ';'F I A ��1 A »i p � i "h .r `4,3,r�"� ; I & I iRoor MIMIMMIMI rLs_ - \ DEVELOPEREROSIONSTANDARDTHE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND • I �� .. o GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT _ ,..„.. ........_ SEDIMENT DEVELOPER/COMPANY: WESTSIDE CHRISTIAN HIGH SCHOOL _ CONTACT: ANDREW SEARS REQUIREMENTS. IN CASES OF DISCREPANCIES 0OViISSIONS, THE 1200-CN PERv11T REQUIREMENTS ahls.- 4565 CARMAN DRIVE SUPERCEDE REQUIREMENTS OF THIS PLAN. LAKE OSWEGO, OREGON 97035 1. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in . PHONE: 503-697-4711 the ESCP is a violation of the permit. CD FAX: 503-697-4605 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction period, upgrade these measures as needed to comply with all applicable local, state, and federal erosion and sediment BMP control regulations. MATRIX FOR CONSTR ON PHASES 3. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all necessary revision to DEQ or Agent. PLANNING ENGINEERING4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of / k erosion. REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF :�0 1 SURVEYING FIRM 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation including important trees ■ ` +: and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and AVAILABLE BMP'S. MEM , _ KPFF CONSULTING ENGINEERS + sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. 950 + CONTACT: ADAM ROTHiirmo {' + • 1 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and MASS UTILITY STREET FINAL WET WEATHER { + 111 SW FIFTH AVENUE, SUITE 2500 after grading or construction. Identify the type of vegetative seed mix used. ++ •I PORTLAND, OREGON 97204 7. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is disturbed CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31ST) ' PHONE: 503-227-3251 and must remain in place and be maintained, repaired, and promptly implemented following procedures established for the EROSION PREVENTION • ' \ :;41 '.11111` FAX: 503-227-7980 duration of construction, including protection for active storm drain inlets and catch basins and appropriate non-stormwater PRESERVE NATURAL VEGETATION X X X X X X . .+ * + �,_ ▪-. pollution controls. GROUND COVER X X X X 0 HYDRAULIC APPLICATIONS X + to. . 8. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. PLASTIC SHEETING X I 9. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses and PLASTIC MATTING X X0 NC\++ • for all roadways including gravel roadways. DUST CONTROL X X �1 : , NARRATIVE DESCRIPTIONS 10. Establish material and waste storage areas, and other non-stormwater controls. TEMPORADUSTC CONTROL SEEDING x x : , + .•` .. ! - 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or paved) exits and parking areas, BUFFER ZONE Clin �' , - EXISTING SITE CONDITIONS gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place prior to land-disturbing OTHER: activities. SEDIMENT CONTROL ' 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. SEDIMENT FENCE(PERIMETER) X X X X ' THE SITE HAS SIGNIFICANT TOPOGRAPHY, CLIMBING FROM SW PFAFFLE STREET SOUTHWARD UP THE HILL 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, SEDIMENT FENCE(INTERIOR) x X X 01) X NN ,1111111 % 0\.\:',-' s UPON WHICH THE CURRENT FACILITIES ARE PERCHED AND THEN SLOPING DOWNWARD TO SW PACIFIC and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic STRAW WATTLES HIGHWAY. SLOPES RANGE FROM 2-10 PERCENT FROM THE EXISTING BUILDING TO THE NORTH AND FROM fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction FILTER BERM 111 IMMO Ill , „, a 2-30 PERCENT FROM THE SOUTH END OF THE BUILDING TO PACIFIC HIGHWAY. STARTING AT THE NORTH operations. INLET PROTECTION X X X X X X ' �� END OF THE SITE, THERE IS AN EXISTING GROVE OF FILBERT TREES, THE REMNANT OF AN OLD 14. Implement the followingBMPs when applicable: written spillprevention and responseprocedures, employee on spill DEWATERING P PP P P training P ! S= %, ORCHARD. THE ACCESS ROAD TO THE TOP OF THE KNOLL IS LOCATED ON THE FAR EASTERN SIDE OF prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, SEDIMENT TRAP CIO CY, (Ly THE SITE, LYING BETWEEN TWO STREETS, SW 81ST AVE AND SW 83RD AVE, INTERSECTING ON THE material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. OTHER: NORTH SIDE OF PFAFFLE STREET. THE REMAINDER OF THIS NORTHERN PORTION IS PLANTED IN GRASS. 15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. RUN OFF CONTROL THE EXISTING ASPHALT-PAVED PARKING AREAS LOCATED TO THE WEST, NORTH AND EAST OF THEapplicationvegetationmanufacturer'sCONSTRUCTION ENTRANCE 16. The rate of fertilizers used to reestablish must follow recommendations to minimize X X X X CE5 OC EXISTING BUILDING ARE RELATIVELY FLAT WITH SLOPES RANGING FROM 0.5-2 PERCENT. THE AC nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. PIPE SLOPE DRAIN X X X x X OUTLET PROTECTION NOTSINTE MAp TO SCALE PAVEMENT EXTENDS UP TO THE BUILDING ON THESE THREE SIDES WHILE SOME LANDSCAPING AND 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other SURFACE ROUGHENING MI 11111111111M CI) 7 CONCRETE WALKWAYS ARE ADJACENT TO THE BUILDING ON THE SOUTH SIDE. TWO ASPHALT PAVED pollutant removal is employed, submit an operation and maintenance plan (including system schematic, location of system, CHECK DAMS X X X x x CC/ ROADWAYS EXTEND FROM THE EAST AND WEST PARKING AREAS TO THE SOUTH CREATING A LOOP USED location of inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before OTHER: 0) FOR FIRE ACCESS. THE SLOPED AREAS TO THE SOUTH OF THE BUILDING ARE PLANTED WITH GRASS. operating the treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the POLLUTION PREVENTION i..-. treatment system according to manufacturer's specifications. PROPER SIGNAGE 0 .�; y li.`+ 18. At the end of each workdaysoil stockpiles must be stabilized or covered, or other BMPs must be implemented toprevent HAZ WASTE MGMT '` Oak E.! .a DEVELOPED CONDITIO\S P P a) F s,`.'C;., sr ;' t .:4 ::I {„ discharges to surface waters or conveyance systems leading to surface waters. SPILL KIT ON-SITE �, = 19. Construction activities must avoid or minimize excavation and creation of bare ground during wet weather October 01 - May CONCRETE WASHOUT AREA X X X X X Ci) LO Y' .c.-,!.: THE PROPOSED BUILDING MODIFICATIONS INCLUDE A LIBRARY AND CLASSROOM ADDITION TO THE NORTH 31 OTHER: �_ CD ` ' ' ' ` s i; "gL END OF THE BUILDING AND STUDENT COMMONS/GYMNASIUM ADDITION TO THE SOUTH END OF THE 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence ®® ti CO z P ECT SITE �;,;; , ��:;t . BUILDING. BOTH ADDITIONS WILL HAVE A FINISHED FLOOR ELEVATION EQUAL TO THE EXISTING removal. fin .11 ® � N- N- t STRUCTURE. THE PARKING AREAS WILL EITHER BE REPLACED WITH A FULL PAVEMENT RESTORATION OR 21. Other sediment barriers (such as blobags): remove sediment before It reaches two Inches depth above ground height. and 0 , "' REUSED. OTHER PROPOSED IMPROVEMENTS IN THE PARKING AREA INCLUDE PLANTER ISLANDS AND before BMP removal. CO CO ;l, PARKING STRIPING. THE EXISTING ACCESS LOCATION FROM SW PFAFFLE ST WILL BE RELOCATED TO THE 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove u) M M --. ,5-... WEST TO ALIGN WITH SW 82ND AVENUE. THE COMMERCIAL STYLE DRIVEWAY IS 40 FEET WIDE AT PFAFFLE trapped sediments before design capacity has been reduced by fifty percent and at completion of project. ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. p 0 0 �0`�.� ve tt �- _ c'` ``' STREET AND TRANSITIONS TO 24 FEET WIDE FOR THE MAJORITY OF THE ALIGNMENT UP TO THE 23. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the 0 � `) a - 3 CONNECTION WITH THE EXISTING DRIVE LANE. THE DRIVEWAY CONSISTS OF ASPHALT PAVEMENT AND sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream " A -�- clean up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. RATIONALE STATEMENT ,•_,1,I .;k4,1�:;L .t ,ti� s~ CONCRETE VERTICAL CURB ON BOTH SIDES. THE EXISTING ON-SITE ROAD SOUTH OF THE BUILDING WILL 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and BE RELOCATED AROUND THE NEW GYM ADDITION FOR FIRE ACCESS. material pickup must be used to cleanup released sediments. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ s << ,:;ri_.;• �� ,, 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary sediment control practices until NATURE OF CONSTRUCTION ACTIVI-Y AND ESTIMATED TIV1E TABLE permanent vegetation or other cover of exposed areas is established. However, do remove all temporary erosion control GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. �' E �� measures as exposed areas become stabilized, unless doing so conflicts with local requirements. Properly dispose of SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT Aw t' r S',fs Fla nes • * CLEARING (DATES, FROM & T0: 6/3/13 to 6/7/13) construction materials and waste, including sediment retained by temporary BMPs. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON OF 74 ! 'll .4 fv) / � I h3 * AIG AT FROM & TO: 1/14/13 to 1/31/13 and 6/3/13 to 7/31/13) 26. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO ��" G MASS GRADING N (DATES, c`r5,' h * in the mix must be identified on the plans. THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO Consulting Engineers UTILITY INSTALLATION (DATES, FROM & T0: 3/1/13 to 3/29/13) 27. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a O n: c - f/. _' P P g g P Y g g REVISE THE ESC PLAN AN ACTION PLAN WILL BE SUBMITTED. ill S.W. Fifth Avenue s.o , * STREET CONSTRUCTION (DATES, FROM & T0: 6/3/13 to 7/31/13) ' cd `� :; sediment control BMP i.e. (filter bag). / Suite 2400 r � z� qtr z „r;,: ^, r * FINAL STABILIZATION (DATES, FROM & TO: 8 /1/13 to 8/30/13) 28. All exposed soils must be covered during the wet weather period, October 01 - May 31. INITIAL Portland, Oregon 97'204 64 ~ ,, i Phone (503) 227-3251 r, -. r,t z1? TOTAL SITE AREA = 322,600 SF = 7.41 ACRES Fax' (503) 274-4681 ' c. t.,�,c. s : Ind, 's , TOTAL DISTURBED AREA = 121 ,077 SF = 2.8 ACES �., INSPECTION F�E( UENCY: o Tigard `5`'r. _ SITE SOIL LASSIFICATION: SITE CONDITION MINIMUM FREQUENCY ,,ED PROF. r SS/ ig 9 I; 7y >,- - 'Fra ON-SITE SOILS HAVE A MODERATE TO HIGH EROSION POTENTIAL. ALOHA SILT LOAM (ML) 1.8 AC, ' 4`' 15768 ' C :` r QUATAMA LOAM 0-3% SLOPES (ML) 4.4 AC, QUATAMA LOAM 3-7% SLOPES (ML) 1.5 AC. 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOWMELT, IS OCCURRING. 7/6e(4L- °' - ON RECEIVING WATER BODIES: 1 / <; 7. '.9 4y 2 t, ves �• ' 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROLo TTH �p� 0 S4, " ' '" ' `' '�� NEAREST WATER BODY: PUBLIC STORM DRAIN SYSTEM IN SW PFAFFLE DRAINS TO ASH CREEK AND IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY EW J. SHEET INDEX 0 n, MAP PUBLIC STORM DRAIN SYSTEM IN 99W DRAINS TO FANNO CREEK. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO O N EXPIRATION DATE: 12/31 FROM:cd GOOGLE © LEAVING THE SITE. Ed VICINITY' MAP NOT T® SCALE 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO (2) WEEKS. EROSION AND SEDIMENT CONTROL PLANS F- Li (7) CONSECUTIVE CALENDAR DAYS. SHEET 0 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY ATA SHEET DESCRIPTION JJ \; ',P UECT L.®GATT®N• PR®PE ESCRIPTI®N: DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR NO. 1 / 8200 SW PFAFFLE ST A TRACT OF LAND LOCATED IN THE GEORGE DOWNSTREAM LOCATION. `, 0 0 X TIGARD, WASHINGTON COUNTY, OR, 97232 RICHARDSON D.L.C. NO. 55, AND THE SOUTHWEST PERMITTEE'S SITE INSPECTOR: DANIELLE PRUETT C8.0 EROSION AND SEDIMENT CONTROL COVER SHEET --i/ = =�� cN O NEAR THE HIGHWAY 217 / 99W INTERCHANGE ONE-QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO C8.1 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN i o o° `�' LATITUDE = 45.4369 N , LONGITUDE = 122.7611 W RANGE 1 WEST, WILLAMLIIE MERIDIAN, IN THE CITY OF COMPANY/AGENCY: KPFF CONSULTING ENGINEERS DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. r; 0 - TIGARD COUNTY OF WASHINGTON STATE OF OREGON. PHONE: 503 227-3251 * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. C8.2 GRADING, STREET AND UTILITY CONSTRUCTION ESCP I. , • A ;, FAX: 503-274-4681 * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. C8.3 EROSION AND SEDIMENT CONTROL DETAILS °' °' °' E-V1AIL: DANIELLE.PRUETT@KPFFCIVILPDX.COM * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, ,t' = 0 OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR 11 z o o ATTENTION EXCAVATORS: DESCRIPTION OF EXPERIENCE: CESCL CERTIFICATION ID# 23120 DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. ' o .cp T c ;, OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE EXPIRATION DATE: 11/12/2012 k e I a n N o X SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE y P u) ,,, 1 I CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU a o MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. phase Site & Structural LU m Q o DATE:JANUARY 3, 2013 PackageN REVISIONS: date January 3, 2013 i- _. , DESIGNED BY: ATR DRAWING NO.: JOB NUMBER NWESTSIDE CHRISTIAN "� - °' DRAWN BY: SPLS SCALE: AS SHOWN Consulting Engineers revisions 0 ' 111 SW Filth Avenin Suite 2400, Portland, OR 97204 CHECKED BY: ATR C �, k ff 310197 0 I cN N Tet 503-227-3251 * Fax- 503-274-4681 ..c _,, _ PREPAREDFOR: WESTSIDE CHRISTIAN HIGH SCHOOL , 0 Eugene o Everett o Irvine o Lacey o Long Beach o Los Angeles 8200 SW PFAFFLE STREET (n x v,-- CONTROL.. COVER SFIEET O 1 New York o Pasadena o Phoenix o Portland o St. Louis o Sacramento SHEET N. 0, z -i3 .. San Diego oSan Francisco oSeattle o Tacoma o Walnut Creek 11GARD, OR 97223 = 0 PHONE: 503-697-4711 11 TIGARD OREGON ' w c 8 ° G' FAX: 503-697-4605 T:100 TAXMAP:1S1Woon o LT_ a.x ,- 0 > _c - N U p-,- 0 T 1 0 = 1 -0UN tri a n co- o project# 11015 in c,, EROSION AND SEDIMENT OLij U CONTROL COVER SHEET 0 .s3 - �, O ,- x N\ I /NN a`,,rn U O z a, (f) C8 . 0 E a_- x lot, , IBI GROUT' Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com L�RBED AREA PE—CO\STUCTIO\, CLEAN\G, A\> DENOLITIO\ \OTES: DISTDISTURBED LIMITS = APPROXIMATELY 2.8 ACRES 1 . ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT 1200CN PERMIT REQUIRED CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. LEGEND 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS ��' INLET PROTECTION CONSTRUCTED OUT OF viULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, w �4�% STRAW WATTLES, OR OT-ER APPROVED MATERIALS. II SEDIMENT FENCE 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH 0 ...tip.:,..... '• CONSTRUCTION ENTRANCE ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT SENO ,411'•'O' IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMIIIED IIviesso TO OCCUR BEYOND THE CONSTRUCTION BARRIER. EXISTING DRAINAGE FLOW DIRECTION 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. CHECK DAMN BIO FILTER BAGS.111. illi ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, • 1AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE 00 Q TREE PROTECTION KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN–ON AND RUN–OFF CONTROLS SHALL BE IN PACE AND FUNCTIONING411.0 ' ` X PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN–ON AND o �1 RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLE- 0 .o — ® APPROXIMATE LIMITS OF DISTURBANCE PROTECTION), C-ECK DANS, SURFACE ROUGHENING, AND BANK STABILIZATION, -' %% f ` ;e, ASPHALT / SIDEWALK DEMOLISH • '/ 1 ` O .imam 1 • N � I REMOVE EXISTING FILBERT TREES I L_______, c� jl O z C CV r CV n_ REMOVE TREE � El° CO �`�` t, ;3 CO C a) I ,di '411.11 CO C N CC /,:,....?:,,;„,.1-7,-',.1. ;--,t2-/ ' '' ,' 4 4,4,,.*,„ior 41) , S ,, s 1 i OA 0 0 Z XI A r 4: 1 t �? a EROSION rpt �� L d •�.r MUM -CD C N L KEY - A p ®� CLS I _ 7 - — -'.r111". .):r1 ' _ ,..._ --��-�Imo,'' emmC r a' �/r�,, ' r .- `l.-.�_^:_:,.-•-J'T- ! • s'_t:_ �F:..._a'.F'..�' fF u1, vI�78- .�, ) 'l X ! 1 f ._ � ter- a <_ r. , , �. m .. r 0 JINSTALL SEDIMENT FENCE (TYPICAL) II, .�. _,:___ 17, _— , .:- ,� ,- a• ,r ,. r , ��/,� � :.. � r�" ,% ,�' /,-,,/////4-'2 ,�. J S r r , II , -r ,� d -i. .,/ !: .' ///• ! ,,!' ./ ." - ///'/ r Q� f/ ]r /fit r> . - __. I ® A ! ,4.r f, � r !„«,,.,.L!:�' ✓ f .:,n r J r° .:, .t.,;,.4,:.,,,,-'7,-/,`,/,1/,',,::,;:,-.-,/.„,--",/ .. • w w w w w w lr ,. �®NOT USED /4 ' � \®.ice • • • • • --/„-„,./,/,,,,,v„/,././.•,:///,4 , „ . ✓, ,r r• 4 `. N r " ' „ ,• w : .f r< r ' ... `, � .,. ... :' :.�,•.<.^ /- /'Gtr h .. 1V1147,011~10 �. w w ;°; ,� ;f' , �[ l� lam- /,-,//2,:',,-‘:;',,/,>----"::/ /77,,,,,7,./.:-.4-z• / / ..lw-�A Yd ®P-I��76r 7��7�IT1 _ '. ; '. _ : / ,:' ` / / > 7, �' , r i/f ./r : / '1/:/ , i i%'r f/ a o 3 INSTALL INLET PROTECTION TYPICAL ., � ,..____._._._..". _ ,. _ _ E ,:: . , , �,, �s f r,�, , f cu d- �' OCO � / ^ N ) i Q .,. i CO i ...._. /- . Y% ,, �,,f \s'/ /r/ fj' /,//0(..,/ ! .f 11 V, ,\.� t:: .� L.J. fj, J .,. , I ._..... ".. -.,. � f s �.I - - "17,4. ._ 1 7 "/ !"_ .�..- _ _ _ -:s CO 1 n_ I ± i r }i C9 I C)CONTRACTOR SHALL MAINTAIN EXISTING PAVED SITE u I ., , , , - t /,1 ®,i ,/,/,../2;-„227,„/./;,-;,,�. „ •°� . /////�/ / ” _"e J �► ',, ;r 1 u ''fin 1 ; ^ ��. -/% ! , '-/ ..v-i / /` ' `'////,, ,,,/,/,,,--,--/--! J f i rj, d �` ,x i- . i-� ACCESS DURING CONSTRUCTION UNTIL NEW ACCESS l / ; , . �,, <, ;:; --... � ,� ,a�F;� ,, , �I ..= , / r' / � - / ,_ �, , � „, � , � r . c� Q ROAD IS PAVED AND ABLE TO RECEIVE CONSTRUCTION :, -r c>” ' f, O 07- TRAFFIC. .n � a —• CI Elli.= te, X 0 5 INSTALL TREE PROTECTION PER LANDSCAPE ARCHITECT �'`'" ,a � 0`, I m PLANS IOW" MOM .,�-, -®. ➢ crmn'n -.p i'xrr-re 0:49 �,♦ a.T U Q � S '{-„,,f),-,`,',,)\---1,-,��1s�`�,'�rl y4 -'• ■ � /jI - rr eas- l r.._., 1h �1 -- ,, v 0, x 6 INSTALL BIOBAGS TO REDUCE STORM WATER VELOCITIES '14! 8? _ 4e '-''"'� k.',' ti_ 2 .f'ca'sg r ,, i f� i II ,' , P °. � I ,QV /1l® tir ��y. ... ,' `:�. ;=��=- ._o—�::.� _.��,.:,_--� s.,� '. �� Lo -o AND PROTECT DOWN STREAM CATCH BASIN FivU� �� f; ,_ v i ..-„,.',X,-,,,,x_./..-„,‹AK<„,,,,,.., .. 1 2 . .--.:-,./..•>,';J., „; 1 7 INSTALL CONSTRUCTION ENTRANCE WHEN EXISTING a -•, = t., � }"-.41 < r EXISTING BUILDING ' :' i i t o o a O 8.3 f S ya t p if:/ Y t r r ;jr ' n x>, F LIMITS o ASPHALT ACCESS ROAD IS DEMOLISHED AND BEFORE � _x ,,, � ,�>- :,- , �: `• �: � ; ; �'., � ,� � ,!/�� ,_.' � '. ._ `;0 \ tt f...,---,.\ 1 � i -�._ , ,.�. �. ®; ur, F ,.r �� , / : , .�,-', o Consulting Engineers NEW ACCESS ROAD IS CONSTRUCTED. ��4r � ,: .. .'� , �.,�r*`' �+'�_ .,,., z �� E � �/ � /f >,,r ,�, -1/".//, , ," _ t ' , . t I 'f / �. �� A i l ' 'z.,:,--- t ti. „ ` / d /r� !, f er r r i i'�► 111 SW. 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'.�+�:.�r',= _ :,,,:.�,....•.aa�a.a:o�.. ...r„rwvnr�.. •--- _'�^,_ •- '..�"®�IWe �`a,... x - / LIMITS OF DISTURBANCE SCALE 1 INCH = 40 FEET k e y p l a n o 1111 Ell o I' N � / o x • Ell MIN o Kase Site & Structural O ON 40 0 40 80 p •__ o DATE:JANUARY 3, 2013 Package g o �. if x N� REVISIONS: date January 3, 2013 _ �� DESIGNED BY: ATR DRAWING NO.: of LIP L d I JOB NUMBER _, x ,-- CLEARING AND Consulting Engineers DRAWN BY: SPLs SCALE: AS SHOWNE ” revisions I X `� X f OR 97204 CHECKED BY: ATR 1 [1 310197 O o\ 1 DEmoLPT (:)i\ ,, t11 SW Ffth Avenue Suite 2400 Portlandcn a_ Tel.. 503-227-3251 Fax 503-274-4681 PREPARED FOR: WESTSIDE CHRISTIAN HIGH SCHOOL o_ ® = ' °' 9- - ' ' Eugene o Everett o Irvine o Lacey o Long Beach o Los Angeles •a > -0 8200 SW PFAFFLE STREET SHEET 1 1 &- New York o Pasadena o Phoenix o Portland o St. Louis o Sacramento � -o / •• � TIGARD, OR 97223 ,» .. .� N { San Diego o San Francisco o Seattle o Tacoma o Walnut CreekTIGARD / C-10 , x i 111, L ,y PHONE: 503-697-4711 r� .°' °� / L� o_X FAX: 503-697-4605 TAXLOT:100 TAXMAP:1S1W o 0 6 co / o x a ! / ON / /4 CO ;) project# 11015 •,_ in X N 1 CLEARING AND DEMOLITION EROSION AND X� X SEDIMENT CONTROL PLAN 0\ 1 > �o -0- ----- -6 / .. .L,_ a.; _,(_,,), „_____ 0_x T. lot i IBI GROUP Dull Olson Weekes-IBI Group Architects,Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 1.1 .111111111. 1 GRADING, STREET AND UTILITY EROSION AND SEDIMENT 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: DISTURBED AREA CONSTRUCTION NOTES: LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW SEDIMENT AND SEDIMENT-LADEN WATER. 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT DISTURBED LIMITS = APPROXIMATELY 2.8 ACRES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, 1200CN PERMIT REQUIRED STOCKPILE. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO AUTHORIZED: TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN COMMENCEMENT OF CONSTRUCTION ACTIVITIES. a) A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA LEGEND RESTORATION PLAN FOR APPROPRIATE SEED MIX. OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE 2. "STOCK PILE AREA 1" SHALL BE MOVED TO "STOCK PILE AREA 2" MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING ♦•' INLET PROTECTION BARRIER B. DWARF GRASS MIX DWARF PERENNIIAL RYEGRASSC(80% BY WEIGHT) FOLLOWING THE EXCAVATION CUT ACTIVITIES. E �;•'_ 100 MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX N Nit.. 1CONTROL MEASURES. FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE 2. CREEPING RED FESCUE (20% BY WEIGHT) CAPACITY. 3. THE "STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID M -13 - SEDIMENT FENCE C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST WASTE AREA 1" SHALL BE MOVED TO "STAGING, EQUIPMENT MAINTENANCE, IX 1. ANNUAL RYEGRASS (40% BY WEIGHT) CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE FUELING, PORTA-POTTY, AND SOLID WASTE AREA 2" FOLLOWING EXCAVATION �� CONSTRUCTION ENTRANCE 2. TURF-TYPE FESCUE (60% BY WEIGHT) WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE "CUT" ACTIVITIES. C o ��"•. MEASURES. PICKED UP AND DISPOSED IN THE TRASH. 0 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE PROPOSED DRAINAGE FLOW DIRECTION THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS ■� m OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. RUN-OFF INTO THE STORM WATER SYSTEM. SHOWN ON THESE PLANS. 73 O EMI -tSUTLET PROTECTION / CHECK DAM BEDDING AND REDUCES RUN-OFF VELOCITY. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IOC TREE PROTECTION 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. a) ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH PROJECT. APPROVED MIX AND APPLICATION RATE. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED 0 x 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. NAPPROXIMATE LIMITS OF DISTURBANCE 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET THESE MATERIALS TO THE STORM WATER SYSTEM. c0C fit 0 o i • EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 0 OR OTHER APPROVED MEASURES. AS NEEDED. ACTIVITIES. AREAS OF CUT V CD 0 0 cp a AREAS OF FILL ®�• N o = N X J EROSION CONTROL KEYNOTES RS = s CCCD � • I 01 INSTALL SEDIMENT FENCE (TYPICAL) C8.3 / 0 U) 7-+1= ..,...,- LIMITS OF DISTURBANCE V4 ©_ rn O INSTALL :KP::::I:P: Fr � `o = 1 ,„INSTALL C8.3 J1(110, . rittw ®�?©Q8 \6. ,� : -zid)" I Will_ �.adMil `��" �..�� ,� Uo O t �- cc c cc c, cc c 'c c c c �" S Mires j tom' !\ cn N 4 CONTRACTOR SHALL MAINTAIN EXISTING PAVED SITE : �� . -�'� �: "'CT ,- L17 z O ACCESS DURING CONSTRUCTION UNTIL NEW ACCESS •/// ' © ��IIII ..T `� , f V o a ROAD IS PAVED AND ABLE TO RECEIVE CONSTRUCTION 4 e. '11 , • �A •- d~ c N o TRAFFIC. 2 ,: ! � O -- ,i. �- ��>% v+ ' '*- N f I 5 INSTALL TREE PROTECTION PER LANDSCAPE ARCHITECT i "'••' -' • ' ,,,,....,,,,„,„0,,„� �• © �! z x O , ��A / •.4 � ''`�.:� .ewes.. 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FOR CONDUIT INSPECT ION & 8FRONTIER PROJECT ENGINEER: , Frontier Inspector before any trench a s I GROUND ROOS CONTACT ,„:,-, : ,-11% 1 ' r"lt:1,, back f i lied. Please anew 48 hours for FRONTIER INSPECTOR AT LEAST ,, r, :.' -' . r4-', e''.71 scheduling of trispectIon. C 0 — 48 HOURS IN ADVANCE OF amiC • ACTIVITY, FRONTIER CONTRACT WORK INSPECTOR ';`1,..,1:-., :bp- !..... L'i,' '+ _,_, 7'' i .,.., ,,_*•.::: ......7:',., 1.1,1.: 0 0 !I:Jr: 1-1,' - L.'!i-•-/• t. •111•111 CO) - I,,r: -C- -'"•• :,-:-. N +1110 1 CO .... FRONTIER OPCEN SCHEDULER •NMI 111::$ = Cl) _ FR 11-41,: .;:1-.1 •:-.,:.: .._,,,,..,,„,„._„____________________, 0"4 a v.-.".--' Mt, 1 --=-; •-- 01) mj::: ..'' l< ': -''' •011•M .,=.E.Wtkr cco.rfrs ca,thtit4r,wm.1........_____-----, • , ? PRINT 98 r ;',',' : OM= CO (50() '-('' ' .' .1._:Pr 1 -,_-. CONDUIT PRINT 1 OF 2 = cNI 0 = CN — ' 51351-5103142 1--- ....... 1 CatarktKi444,raYTE:, PIMP 10 Inr-jaaait.T4 OF/ft GRACE . Lt `,J.'t C..1 '..1,1"Z0 CU = a) ixna.ck im.Pt.mxti•Kftes vo III MIMI FRONTIER 9WN AREA al. STATE: OR MC .‘1 ° , ._ ... ...,.......,,,,,, ,,..,,,,,........,a, DIVISION: PeCkf IC Co I EXCH.:5135I RER, CO.: Nu_ • (in .. .... 0 ..4...0 - ..______ _ _: fl •r. --.., 6,4A-., 1:4)PFE,(A, 1,_. ,,, , KILOYtt,TS .0-- WC.: 51351 WO NO.: 5103142 CONTROL NUMBER: 0 _ •=Km CO m" . i ..1— -: -- '1'.4:111 1, t 4 -;----_-------: .- ,,Rf.,1-N. .1.•.) . . :axe , r) 0 Sim - , . n,IN,' -,, •)R -,;"0-' 1-'"r, TITLE: TROD-RELO AE TO UG 82ND & PFAFFLE . — III I f,'''' ] 044 1MAR Y vociotiE TWP: IS RNG.: Iw SEC.: 36C SAL: xxx lur.usE:catn...tra ExPosEo 1 =IC (0) 0-800-332-234_4i '-',"...r...7....- ..... I DATE: 12/07/12 REV. DATE: SCALE: 1°:-50.00' _ ....... ....... ....,_ , ..... ... ___. 1 ''' FILE: WP8 ORWN ENG 1 APRVO PRINT I 0 C) T.) SOMERSET • 1 1... '''-*Z .„ `.. ' Cr 2 , , A 01) 22 as,) ti5 _ — ______ ..,....._ ..........______ . ......__4 : MI IN= I J 7:1 II MIN N-- LC) .0 a) ,- CD 4= r...- CSD 1 0 FRONTIER UNDERGROUNDING PLAN . SCALE: NTS CO Ca) (i) vilmo (i) El = Co ., :t. ..:71- -40 cs) cy) U) cos C..CD II MEN CO cp 0 r______,..... 1 . F - — i- --) d--- f— i — .M..... Lna C cNi , CV ...I...a Ct cp Lo Lo c.„4 ........... .......... : 8202 SW P h. h- 1- I ._- SI I 7-7 - - - - - -- - _ -. NEC : it mos= 1 , t PEDESTAL TO .BE PLACED cy) k • f f 0 , 1 ‘• , OVER EXISTING BURIED CABLE Cu ......,, a., AND 5' EAST OF POLE. 1::$ 0 u) , LO Consulting Engineers . FTR POLF VZ2';'_-:,0.4q..4 > slam 0 N--- CD mri III S.W. Fifth Avenue ;":, V ,,71 r)r-,, „ C I (1) 4-- ,:z1-• ",71- Suite 2400 8 b . . _ „ Portland, Oregon 97204 I BRACKET PIJE POLE 4-1 --, :-..1 ,:_. -._ , __ =f::C.,' 1 Can 4--- r"•-- N•-• (NI 4 1 411111 CL 0) 0) Phone. (503)227-3251 -- [ 4....•0 1 Z i' Cf) „tit CO co Fax: (5a3) 274-4681 4° RISER CONDUIT 0 C\i RADIUS BEND 1 : , a) a; a, ; , I 48* • < 03 CD u) u) .s.• C NJ _ j --),.. — ..,- 1--: or)* ! • 1-- PLACE 1-4dp --' 15768 SW DFAFil- LE ST i PLACE 1 4" _I 80' 91) a_ I I 1 11 I 1 I 108' I I I oGON I . CO X ': ID --: i= \i'Z'2517),1 .-7-,:-. 48" RADIUS BEND 0 . 4, 14 • V 7 iv: T(.".1 E.f-- ----,,, _a_ 21, a) , :n. f D. ---', ) I 1 iliEW J•' '‘) , 1 3 NEW CURB NEW CURB EXPIRATION DATE: 12/3141, CL , ........ .... les Maas MIK MIN praisaKI NUM anal IMO NOM no= sr....- r.-- ,—, tramo, c---, a aram saws MIN laaall IOW NS= MI= Mat Mill Man MIR ails MVP 11116 EOM' , L. ..'s CI_ :‘/.-1 -:::' -__ ETP =-, .-- c\I (f) 8' SIDEWALK 7 8' SIDEWALK F-1 •, _ 2,i. , _f ,,_••• 7.0,'• - 7 . , 0 --' C-, REF! NEW PED , 0 IA Cii CC _ - -. 10' WEST OP -'•• : ., FIF POLE V:: :- - o,,,,/ 4.- F25w1x,?; ,/,,;, -;,/,:/..?,V ,:,-(,•4:..., -*,,,, ,.0: :.,;-.?:(.;.,,...-:.,,,,,,:;,•;-,7-.-:, 1 < a_ W-"i.V.,-",.:',,,2'.• 1-- .---- PLACE 1-4° NEW DRIVEWAY cn 0 180' (s) s \Eh/ DRIVEWAY is 200' ts, m REPITV ED. -•;':: , • . '-/,,/, -/-/W.7 /// .,.. A/1A' --V% i-: / f\.1 Cv) .47- ID tf//,'-,• /.;" 4Y-.1///,./ ""'"'fj ' &7 ---\e- u-) ci : phase Site & Structural ,,,,,„:„. ,,,, '..--;-,.;<, .,-r,-,' -- . 4,,, ,;41 ' ',:;--7.,„•-•;/'' ' • ' ', '',,,.:/. / /•,` ' I- 0 4 . ?,.'7,0 ..,.:% ,:;,72;://:%,;1,. V,:,,•,,,,11 a.';';',:./.4/,,dr ALL BENDS INTO PEDESTALS TO BE 36' RADIUS , Package LT_ o E ,-//,/ .;•,' ,;„;,;:////i0.2,„ , ...e...-,:r...tr-nii,.f,,:.:;:. , ;$,,,,,, -•'/ •220'.77,/,'' ' ', -1- ''',/,. •-,',-.“-- 0 0 ALL BENDS INTO PEDESTALS TO BE 36° RADIUS .,;-4 ; /.2.2,0 f'/,,, //,",, - . •,,,-.,' ,.. // ,-;,,, -. 1 (n (0 X date January 3, 2013 7"WW2--,..-- •;,.. ,•://///./.•,.`,97..%?:-/:';:4-'' '. ' ' ,./7,4"1,-.47,10/7,09(7.-:,•,•ftW,V ALL INSTRUCTIONS ON PRINT 98 APPLY TO WORK PERFORMED ON THIS PRINT, , revisions N _y.,,,,/,,,,:-.„,,,, ,,74,74,.,. ° . .4'....f.' .../.4.. 2,;,',..'41•:.:2.w-4.,_4.44,/////.4,1/4,-.,-;•14,2W---?,7,,,'4,','.•°;',,, k e y• p 1 a n - 0 x a_ k_ 0 _C -•-' C.) 6 r'-) ..........-. CP 1 I III' FRONTIER ciWN AREA STATE: OR phase Site & Structural '•,-14,' •- X CC W ... LLJ -r) ic5)'1 ° IT n DIVISION: Pociftc Co I EXCH451351 REM, CO4. NUL 10 0-) , movoos W.C.: 51351 WO NO.: 5103142 CONTROL NUMBER: • Package ..--- 1 project # 11015 I 0 cee o a PRINT 99 pRimAR y vol.ma TITLE: TRGO-RELO AE TO UG 82NO & PFAFFLE FRONTIER date January 3, 2013 TWP: IS RNG.: 1W SEC.: 36C SAL: XXX .---- -6 •• x CONDUIT PRINT 2 OF 2 LS T.uSE 3(WU T.3 DATE: 12/07/12 'REV. DATE: SCALE: 1-=.50.00' COMMUNICATIONS PLANS 51351 -5103142 ExPOSED revisions ORWN ENG APRVD PRINT 0 0 FILE: WP99 SOMERSET .1._ JMZ JC ._,.........22.F_Li o▪ E 0 X • A.B........Adv....050....• ..............truaAamtemna nr.f.....4........41*.iia UR-61....atidd W.P.P.16,03030.1.......1.94. ua AK/A . . • , - . Consulting Engineers x ----—— _c I (..) 0 111 SW Fifth Avenue Suite 2400 lEr m Z -6 •• FRONTIER UNDERGROUNDING PLAN Portland, Oregon 97'204 C9 . 2 O ai (NI -6'1-LJ ) SCALE: NTS Phone: (503)227-3251 00 0 - _CC .-, cn c'c. E a_x Fax (503)274-4681 0 'E- —o o • s I -o -,--., x cn -.-• 5, 1 0 mr, project # 11015 0 , • E0 1, FRONTIER Lc)co . 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PAVEMENT MARKING SHALL BE PER THE MOST CURRENT �_ o o �o VERSIONS OF THE OREGON STANDARD DRAWINGS AND THE ii:: ii%: N LO �% MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. co +� ■aan co 3. PAVEMENT MARKING LAYOUT SHALL BE APPROVED BY THE CITY i ■il = ci OF TIGARD INSPECTOR PRIOR TO INSTALLATION. a aaMI . - 0) L IDL f f o PAVMENT MARKING LEGEND = 's. olv.G., DOUBLE NO-PASS 4" YELLOW LINES PER OREGON STANDARD DRAWING V ....0 cu Consulting Engineers TM500. U i= 111 SW. Fifth Avenue Suite 2400 CROSSWALK STAGGERED CONTINENTAL PER OREGON STANDARD -4-% Portland, Oregon 97204 D W LO Phone: (503)227-3251 o DRAWING TM530. amew _(1) Fax (503)274-4681 CAD 4" WIDE WHITE LINE PER OREGON STANDARD DRAWING TM500. CID ..... 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"e a.+•' T d W • I , I.L.1 / c:7" co) .t'. \ -- • � Q 390.0' 1111<7.00) ® 1.,� 390.0' SIGHT DISTANCE SIGHT DISTANCE 4 C SW PFAFFLE STREET oEmma 0+00.00 9 _ f 7+96 1 �� 0+50.00,,�.,�,. .Q- /�lr "'� ArAilr �0re � rifj","1,1) � ///////!Q�///////dr:der // �� +oo.00.:.4,-�,,.�--:,�. �. �. ,. ..�� r .._,....._,�m 1+00.00 � , 1+ ®®®��///�� *�� / �� 6+50 - 0 MC - ir 1. 50 00 sem' ,� -w. ,.�. ��/®1, ��il�� ® ' 6+00.00 ;: o . 111 MEM tclofo ._ 00.00 —— �—,--�—.-- - -- -- . ,r __ _ , � ._ _. . _ _ ._. ._ ,_. , _ __, 5+50.00. 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FINISHED - I n. _ I 1 I . t , 1 i i I , o ; GRADE G GRADE ,- ROUND I E 1 ; I i l - _ M F CC R ff i � I I I I I I l .i I I I _ i � � P t 1 � � _t i '� I i . l r i � 1 i f Y • � I ' � I � � i Q 210210 / /f% � f .%/ � i7f*0'4, `% off'r frJ '.:•[%",;;;;;';' f w X 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1 +60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 �� r 7, , f r. 7 ''\' `':.-0 J , /f-4,4,...r, . .,{i, • _ 0_ o i w` il (n D �. , %l%/ , ..,dry., 1 Q X SWPFAFFLE STREET SIGHT DISTANCE PROFILE '; �� { 1— 0 ophase Site & Structural , �' / M SCALE: HORZ: 1" = 30' °o VERT: 1" = 15' Package ! :�--.--.1„ ` ,,; , . x � r . 1 :° s l/l, s r r` I date Januar 3, 2013 °` ,� � ' ,�;� "�,� ��"�� s' r, X = O 1;5 f iif i/ „ / '','::: i'.r f', I1 .r'�i;a 10 N. c " revisions �, f , r/ ,;/�, !,,,rs 1 ,,: O .� C 1..L O� / k e y p l a n (f) a v o O 0 v� .� X phase Site & Structural c-.4 project # 11015 Package CL 0 a)a) �r SIGHT DISTANCE PLAN date January 3, 2013 ON O co 0-)orilki . if f o lc revisions O I M _c r< ullu o -, ON\ I cn 1 a�o0, Consulting Engineers .-6 ! skii a j O 111 SW. Fifth Avenuer - ,. o a) •iri 1 INCH = 30 FEET r'•''+ Z -° SCALE Suite 2400 Portland Oregon 97204 ` 0 "8 �� •- Phone (503)227-3251 •. o x o� r-- 30 0 60 Fax (503) 274-4681 U- o0 ell (ID .0UM X project# 11015 a X SIGHT DISTANCE PLAN i 0 > - M Q O x N\ I /N r- C9 4 - a•-,,o) _ t/— � _,,u_ N pW Li o_x