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11075 SW GAARDE STREET-4 iALL p r it f , i' M.N. bM "L'•lliliY•YbtH+Y�W�Ww14Yi.1s�..W1w•_•_.. -rr,w..w,n...uaru....r=.,._.v.�....+.r+ww'.w'+.,.I.r-.wr.:Nw.ieMw•wY.Y,r,...wr r.wwa.Y+YYrrr,w'WM4+- f..`r�r..••. .,_ Y6i�L's �.+.-....-._...... .. ,. , .. .. ._. _ ,,,rs ..c:._..,.....».,.w .:.w.m,.w.s W .w,.r ... .+..n.w...,wmw•aw.. .Jr�..rr .._ ..._,._.� ,..; -yaw,; .. ....; „_.:....._._ � '..u. ....-.......n acwr _._•-• �s_ .s......,.w..�..:v.r..,..n..w,..l.....<......»_............:�..'+...r ':�.._.a....,�.:. � 'uo.:.,�.:.•.+...:...,....o..i�,��.ai/++iw,.tw-�1".2`:��`:•'.:,_�_a....:,+.:r.,,.,L.• ..__�--� -,.�NWtyy4 � .�.tu.i�.' 'iielalfAite,. 't+.w.e.r,r.,:M........�..... ...»...........,......,...i..,..,....w..#r.nw.,...,......w.u.,.,:.•........,.+.w..w_............_:....,.w..r'..iiud S I S I Ew PLAN S UE3" 1 T' '1'",Ai.._ FOR F~ -LASE 1 OF NEW 3 F'4ASE PROD ECT FOR7 I A A IEMlENIEC � ( R S 7 E3A I -- ORT GON A ,- 11075 SW GAARDE�-STREET - TIGARD, OR 87224 PHONE: 503--63q -3'f13 � LEGAL DESCRIP71ON DRAW I N Pro Numhr: 0152005 TA X LOT NO. : 1100 -- �-'-� .. — --- �--- LIST N� T- •,, G1,0 PROJECT INFO, DRAWING LIST, AND VICINITY MAP TAX MAP: 25 IOW 3DC ,`. w 1 Additions and Renovations to the LATITUDE: 45°25'7";LONGITUDE -122'47'24" �, „ ' i�J 4 ARCHITECTURAL ZONING: R3.5 a AO.1 SITE DETAILS AO.2 SITE DETAILS Tigard SITE SIZE: 4.55 ACRES; ^+ A1.0 EXISTING SITE PLANCODE ANf YSIS First Baptist Al . PHASE 1 SITE PLAN Church , Af USE: G OCCUPANCY: GROUP A-3 ' 'S, �'3 : t ;rx�rp, {� ,^ a�� ; ' , . s, Y ^• } A1.2 PHASE 2 SITE PLAN PROPOSED BLDG: 0161000 SF (TWO STORI ES y r�;; � �, ,f ,•.�. A1.3 PHASE 3 SITE PLAN 11075 SW Geanie Street ' DESCRIPTION OF USE: CHURCH 'k �� �t�y'J''i �• e yyq u7 f� I ord,OR 97224 As"'Ili , ' J1 ;.. tjl ':� ' •; C-1 CIVIL TITLE SHEET (CONSTRUCTION NOTES BENCH EXISTING BUILDING AREA: MARK, SYMBOLS LEGEND) EXISTING CHURCH BUILDING. 6,395 SF (TWO STORIES) •^ _:; Z �...5: C-2 EXISTING SITE TOPOGRAPHIC MAP C EXISTING MINISTRY BUILDING: 41062 SF (TWO STORIES) C-3 PLAN ViEW - PARKING EXISTING BOLDT HALL: 2, 32q SF (TWD STORIES) q ;` C-4 PHASE I -- �:a� TRO RADiNG AND EROSION CONTRO, > w r-5 PHASE 2 - GRADING AND EROSION CONTROL W `� Q DESCRIPTION OF PROJECT: �' � C-6 PHASE 3 - GRADING AND EROSION CONTRO m j L V -7 SPOT ELEV HC P, RILING AND 'TURN-AROUND AREA w Q £ THREE PHASED PROJECT ! �W G IR'i 1N h.�t/17Klam. C-8 PLAN VIEW - STORM DRAIN LINES c C+ PHASE 1 - ADDITIONAL PARKING -q PLAN VIE>,-i - 5A;;�;T'„RY AND NA,TERLINE �. PHASE 2 - NEW 2 STORY CHURCH SANCTUARY WITH C-10 PROFILE - STORM LINE "A" REMOVAL AND RECONFIGURATION OF VARIOUS r ;. C-11 PROFILE - STORM LN "B"I +t D AND SAN LN SA PARKING PL � , " " " " If " II . �', � C? `'`1tr"`,. r r Mark .q�l,.y,{{ r 9t ) it n " + `:. t. �, C-12 DETAILS I PHASE 3 - ADDITIONAL PARKING AND REMOVAL OF AN " �""'" � ► �r. w 0 ' • t ;` � ,`ss` "' ' r; �' , �v,ti �ta•�:, C-i3 DETAILS •AILScXISTING BUILDING C-14 Siemiemec DSOF I TIQBSl� PHASE ;� , , ELECTRIC:AL PHASE 1 - ADDITION OF NEW PARKING ON WESTERN AND 14 E1 .0 SITE PLAN Vit,,: ` zit. t Architecture NORTHERN PORTIONS OF PROPERTY - PHOTOMETRICS 4 !r RELATED S U B i°'i 1 T T A L.S : �� �w '' „ ;�, �r�'���yr�l' ���• ��r��\ 1 •�, L—�/.lply+�r,WyF } Ct�r� �u! . CITY OF TIGARD (C.O.T.) F„�[i f �h ",' �:yt= 1 ! 1 1 TREE REMOVAL PLAN ;'� ,�' '}' �"r Li PLANTING PLAN PHASE 1 r,,QNDIIIONS OF_APPROVAL _(CUP) L2 PI_A.NTING PLAN PHASE 2 4 2004-200005 ,�. �St t,., �� ,<' t�,w. ► �; L3 PLANTING PLAN PHASE 3 MITIGATION rl� t ��1�• ,� }��•,,� L4 PLANT LIErT, MiTICA iON AREA MMD2005-00024 L5 PLANT L-1S'T' 9NN i TWE LANDS REVIEW TY?F.._.1 5 1,+ as , SLR2005-00022 TI l� Ip#L. :. � STRUC PYLIC FACILITIES iMpROVEP'1�NZ ��I) !' � 51 ,0 RETAINING WALL DETAILS, NOTES, CALCS RA ENG2005-00081 ,ff,a.�. ' ,f r, : ,,,•,,. , ;. 'f,; �# '-,; �'rk':> 51 .1 RETAINING WALL GALLS CONTINUED S1 .2 RETAINING WALL CALCS CONTINUED CLEAN WATER SERVICES (CWS ;r, ;y ,r ''�{°se r ; 5 � ; ��t,"� : 1001 SE Water Avenue :. j 0. wi• . _ �11,.. LL}T}.LC'`,: •<y'�+. RLULPPoVI ER LETTER CSP •'" : ` t Sufto 200 1� � 'N l 1: ti ra• i k AMENDED SPL DATED 01-04-D6 � : ' s," ;�;" ::?' x�ry�`,�1 At ...,g[ L ,� Portland OR 97214 ' rryw�.^'♦ q'r �4-' +�i yyt lh ri.:l'+T,�tJ�L '�^��:�t.'!�M ,�. "}W �y'. w,'�•7,'i � /t•}�.y k'1.�� sY$"�L t� ''rr t P. i•..IiI �} �.�.'�,n,� t•J, c.. ., ��- ,,. �.'vit•. _ �,�',�rf�.. T� ,11,.4'.�f 1 +.`•R,'i$, {,�N rot � i�b f�'��t t �� 'r�,.-}�.�e�''�� �_,; ,{ �,K..,;y_. t�.: f(J+I`7 '0+1,•1L+iw, •/,1 f•-: � t?�,. !W .2. n . 'T x, ,.' .�" y.' +" .;. J ,rtf303. 245. 4163 ..�y ,t,;,,d , l?.,1. Y, t �.l •a ..f �, i p ,r .� '. t .aLy� ,s, ,. ,,y:;. f y• ..�,(f•� b,�,•.. =�. .f + f.•��•1 S�' �,:. d• �Io4� ��,t'J' � r1';'.. f a+ Fr }.. v, ,o r DEP RT E OF ENVIRONMENTAL QUALITY Y (DEQ t: , . » ;' ,. ,� f,l. a.� '' ► �, ; ;,� ,1,r�,f �;:t rk '1. t ' f,( y1 Jai. w ) n -t'� .1 't�'{ ,V J *,��}�Y. �1M•'x+'ff L� t L� ::,'Z r ..._ ( 503. 231. 5310 Y M �L L. H , C� VIA iO l' SUBMITTED CONCURRENTLY -- --- -_-_ �,fls'Y STATEMENT CLU-C:5.) ALUM. ALUi"'INI.iM HRDWD HARDWOOD LLN—P Q5E COMPATIBI SUBMITTED CONCURRENTLY A.B.P. ALT. BRACED PANEL HtORIZ. HORIZONTAL. No. issuEiREVIsioN DATE NORTH ARROW BD. BOARD E4.5. HOSE BIB 1 Oft const Ion DAP Mme 02-0 BLDG. BUILDING LAV. LAVATORY US ARMY CORP OF ENGINEERS (CORP) B.O. BOTTOM OF MFR. MANUFACTURER - 49- M I rx G R MAXIMUM —L.�ER I�APPLI�;�L¢L�lDETAIL PLAN CPT CARPET MAX, 20050073q -0w C.C. CENTER TO CENTER MECH. MECHANICAL y� =I C.J. C.ONTROC JOINT MIN. MINIMUM DEPARTMENT OF STATE LANDS (DSL) CL CENTER LINE N/A NONE JOINS AERMLT_ APPLICATIQN X BUILDING SECTION CLP CLEAR N.I .C. NOT IN CONTRACT - -� CMU CONCRETE MASONRY UNIT NOM. NOMINAL SUBMITTED BUT NOT NEEDED COL. COLUMN N,'r.S, NOT TO SCALE - (UNDER 50 CU YDS) CONC CONCRETE NO. NUMBED Aprwvedf. -- X CT CERAMIC TILE O.C. ON CENTER ca,a,lone"r�uprov"...............w,,,.w ..,4 DETAIL SECTION k VICINITY MAi�? - DIA. DIAMETER PNTD PAINTED f«°^'y`heW-9.0 '*y --- PEAMIt N0. DW DISHWASHER PLYWD PLYWOOD . DWG. DRAWING R RADIUS ••-- .....� • Alf •... w � R ��--.�..�.��.,..�� Joh Ad , X DETAIL ELEVATION EA EACH - REF REFRIGERATOR �" BHFf_TNAM�d,NUMBER ELEC. ELECTRICAL SHO. SHOWER 4 ' EQ. EQUAL SIM. SIMILAR EQUIP. EQUIPMENT TOI. TOILET' N. EXST'G EXISTING T.O. TOP OF COVER PAGE FF FINISH FLOOR T.O.P. TOP OF PLATE ., ...' ; FD FLOOR DRAIN T.O.W. TOP OF WALL h: ! � ( FND"TN FOUNDATION TTP. TYPICAL __.. I st F.O.S. FACE OF STUD U.O.N. UNLESS OTHER- FTG FOOTING WISE NOTED .r't $ GALV. GALVANIZED VER. VERIFY GYP GYPSUM WH WATER HATER , x �. W D WOOD.. - >�: _� � ,, � �,z�v'.� ,•,,.+' GFRP GLASS FIBER RE- !^ 100 . INFORCED PANEL W/O WITI-40U7 � ��"'"..,,+.. .._. 'JR .�, IIMNr�YMMi}�tap arta+�rLllWvaeeontc*'M-%r' 'Mre»u>�MJIMaw MONK CUFF i a:. P ' q .. .. f "r a 1 .rY r 4 e„K ,f r • - .. --_ ._-.,..._..._- _.. ..:...._......,._ .._..,. -_ _•._-._:a,:..., .YaJa.w.r a... ....wuu.w.......w.s•Ea_-a_��=a.Hirr�lMa. ►JG i1�YrNi h •a as _. •✓-c.4_,._ ,, , :- __.,a--� .. - .. _. _- - _ .. a.,W.arnvrraraa,--. ,... a7l�iart .DIY -...+:.:....... an..:.L., ...w. . •x ;._-... :� '. ! ,. ?>I:i ,, r. 4: w.u+.4rY1.Y M' _,+y..r .__,_.„Yir Y...i1� _ x-.._.w..+..-+. WI..i.nrrV.a..•4r rY+MrwlJwl•a.Yrawwk.wb....._.,..a...a...u....ea.__�� ,.Mr..l.+w.i.rl.a:r....�.waW.,wtwY✓WYJWni1iw-l-a,r..r�-,u -..o•--.-w(.uwr AMw - ., '� •...,.., ,.-..,JW w ✓aae..Y ..' 'uY5+4WJ.JW!->J 4w•�.Mari:Y.nYwL Yai� awti . •wrr iw.0 iLy'Y� awa..t.sraw.aG..f+Yv.w.1.+WYYr9+..wao,r.+ew5.'..ti..9w u,r$w '!.a�.s.—rites,..___-�_=a:n.•s:...w: ,.w u.4rr.•c.....,+.rJ .4'»w.,.-:.w.wwsae w., :.•,.n.s ., n . I I ---2' THICK SOLID CONC. MASONRY GALV. MALLEABLE T� CAP - SLOPE TO DRAIN IRON GAP W/ ? / ��--d" CMU WALL !J 10'-0" STEEL. SET SCREW 180' AP4RT AND 2 (2) #4 REBAR AT 24" 0-C. HORIZ. AND CONTINUOUS TYP SPOT WELDS C-4 -- --- _ _ -- 2 507 BOLLARD-1 R A. MIENI C —sob REBAR VERT. AT 24' O.C. ---T 5 2 'X2'Xy4' GATE FRAr-1E CENTER VERTICAL IN WALL - --- //// •-✓5' C M.0 GROUT SOLID 0 7 ' -05 DOWEL 0 VER 1"IGAL_56"I 4 \ � .. l ��� l _ -22 GA. X 1 Yz DEEP of cw RE-ENFORCING p A0.1 METAL DECK STEEL POST o •� . • 4Y�" PREMOLDED EXPANSION vi 8' C.M.U.- r-PROVIDE COMMERCIAL L2"X2"XY4" GATE FRAME - .JOINT FILLER �n GRADE BARN STOP t MITER AND WELD CORNERS WALL. BEYOND fn w 2 LOCKING HARDWARE AND GRIND SMOOTH Project Nt�tinb�� Q1aZ0 ll' A0.1 �6 THICK CONCRETE SLAB I a, CMU6" STEEL POLE--\ Additions and Renovations to the 11 y� 24 ILLED W/ CONC. -I" DIA. CANE BOLT -04 REBAR AT 24" O.C. A" STEEL GATE -- �� ,• •�,• •'�' . � • " I (FAINTED) EACH GATE, TYP. TOP OF SLAB TOP OF SLAB '^ Huffwl, COMMERCIAL GRADE HARDWARE W/ WHEEL Ti and z COMPACTED BASE ..- I. FOR EACH GATE -- I }�" DIA X 4" f , , . First Baptist t• 3 [DEEP PIPE � --STANDARD SOLID GROUT CONC. ---22 GA. X I }y" Church SLEEVE SET IN .o - BLOCK BELOW GRADE o � i• CONC. TO _ _ • \ DEEP METAL DECK «. AO.i RELIEVE CANE •►-- - --CONTINUOUS CONC. FOOTING m '' .•, ENCASE PIPE WITH CONCRETE I 11075$WGBMdeSU9At BOLT - TYP AT _-' - '° ' e. AFTER PIPE 15 SET _ 3 „ a T ard,OR 97224 y. I --PL ,y rNELDED TO b 6 LOCATIONS -- COMPACTED SUBGRADE PLACE PIPE FOOTING I I GATE FRAME ``�-----(2) sty HORIZ. AND CONTINUOUS 1,-81, INTEGRAL WITH WALL FOOTING I --- 4 y " DIA. BOLT W/ NUT - NO THREADS INSIDE 7RA51•4 ENCLOSURE PLAN 2 TRASHIENCLOSURE WALL SECTION 3 7RA51-I ENCLOSURE GATE ELEVATION 4 GATE 14IN_ 1/4 •1 .0 1/2Zf'511sQ I/2 �1 �0 1-I/2 �I •0 421-011 q,_0,1 g1_011 g1_01. gl_011 b _Ofl 4" W1DE STRIPES AT --- - -`\ j „ METAL SIGN i - 7------ -- 24 O.C. - TYP. FASTENED TO POST PAINTED (2) COATS REQUIRED AT EACH 1 A 7 TRAFFIC YELLOW 11_0�_* SPAC �EREADA Marl E A0.1 D -----' -WHITE LETTERS t 5YMESOLS REQUIREMENTS cAT END ■ ■ OF SPAC_ TYP � DOME---- RESERVED ON BLUE BACKGROUND Slem �. • I � � �CD CAPPED -ITL. I (STATE OF OREGON) ;; `•1 ; �;., `;�,���'5;.'t .� POST CENTERED I �� �M� 1 • /S77 ON EACH - -_ Architecture I `� iA -� E G I-IANDICCH I -LETTERING PER ADA CODE ap -- - 6 A F_ 51 LF- PARKING SPACE 0.2 --- rr► 6" BUMPER, ~;SIGN -LOWER SIGN TO READ: r-TYP. _TYP I P CE ELEVATII�N - VAN ACCESSIBLE. USE AT in - VAN ACCESSIBLE SPACES - _ / I --- ______------- 2'-b" ONLY. EXISTING ACCESSIBLE — — r I AO ROUTE DOWN TO —L a .5'-011 ,Z r TYP - ENTRANCE N ._ �_ - _ 41-011 -Ill I rlij It 11 UM �_' _THICKEN CONC. SIDEWALK TO \_ I ENCASE POST BOTTOM 1001 3E Water Avenue EXISTING M I Ni9'r ,%r ESU l L01',N>vr ___._____. Suit* 2001 Portland, �fJR 97314 ACS SSIBI PARKING LA`1'O '1" ACCESSIBLE SIGN 7 ACCESSIBLE GRAP441C ' - Iib ■i oon 3/4 �I •0 NOT TO SCALE P 503. 345• 4163 -- ---- — — - -- -' f 503. 331. 53191 -"RIBBON" STYLE RACK ---2--�-- — FOR It BICYCLES. +D. I Ma7GN ExT M 8 CONCRETE ACK. --MUWSTRIP r— CONCRETE PAVING a I' Iltl+k,F LQS�SA5� .L1` iGA1Z L�� ,� NO. ISSUE/REVISION DATE ' - IGN_T POLE BASE i;,ti 12'-0" I _011 -L.IG"T POLE BASE ' __------ ------- �.—_.— —P — CONCRETE PAVING -- — --- -- — SI R TYP _1 ft CoW* ofiW MM I 021" t GALV. MALLEABLE IRON CA / BOLT TO POLE A A I W/ 2 STEEL SET SCREWS n w "'w" 150' APART t 2 SPOT WELDS v - CRUSH CRUSHED _-NO PARKING/FIRE NO PARKING LANE TOW AWAY 7-ONE, TO MEET FIRE LANE L 6" DIA, GALV. STEEL PI'=E--- i COMINACTED w� ► xn Iia, ' WNGRADE CITY OF TIGARD PLAN VIEW PLAN VIEW � n; CONCRETE FOOTING ° REGULATIONS TOW AWAY LIGHT POLE BASE IN TURF AREA LIGHT POLE BASE IN PAVING ' PER. MANUFACTURER'S S�cuFICAzwNS 2" DIA. GALV. `9 ZONE ! - O STEEL PIPE - -LIGHT POLE e ([ '0 �/2 E RACK O.R.S. XXXXX TO -LIGHT POLE BASE 4 RECESS11� ---CROWN CONC. Yz AT2" ROUNDED m •1'�0" A.FINISH GRADE XXXXX BELOW FINISH GRADE COAT GALV. STEEL ASPHALT PAVING ACHOR BOLTS AT SURFACE W/ � 4� - OR LAWN _ ,51_01, WATERPROOF SEALANT GALV. STEEL 1 -e w —CONCRETE FOOTING -- - -----CONCRETE PAVING , SHEET NAME 3 NUMBER N�1`' CONC. PAVING-•'' � 'NQS' INS" SIGN F INISH GRADE 1. CONTRACTOR TO PROVIDE to NOT TO SCALE t SHOP DRAWING FOR APPROVAL. CONS:, FOOTING------Q \" 11_011 y; ' � NOTE 2. PROVIDE "KNOX LOCK" FOR COMPACTEDVERYIFY TEXT AND SIZE OF '•• « �t�� SWING GATE AS PER CITY OF CRUS+41ED ROCK ;Q SIGN WITH CITY OF TIGARD •° ����,�� TIGARD t TUAL.ATIN VALLEY PIPE OPEN AT-- " 6j1 6" _ STANDARDS , r FIRE AND RESCUE BOTTOM PAINT WHITE �.1SECTION A-A .• i, FOOTING AS PER �"J •►.' ELECTRICAL SPEC. LOCKABLE SWING GATE (�R PAINTED DIRECTIONAL ARROWS 1 NO PARKING SIGN TYPICAL LIGHT ?'OLE omi 8 I/2'1.11�011 — IV 1M"�11rOr 1 ® 1/A11 a11. 1" �I I 1/2n X11-0" Poo-wo 17 7h - r, Y r s , ) r 1,. r C F f �I A •y� I� y!F 4d .YIy' III �T { TM yt L P{ {�� � b- n ✓Fry illll y>g -t I[ 1 �t � 3 � ��� r '1'� d d' ,� ° e � 4t' q •`'�s r, '{��r4i ,yab a w�� 14r'f,�'�tr 1 7' w C rr' 1 1 Il r v. a4 M1: I r1. i 1 � r -.:.. M. '::,,. ..a r.,.•—.:•.rHl+•/W.4.r N,w.YwYtrM1Y1'rYrA1Nw..✓ u +V s.rr,.a.u.__-._, ! _ '. : v k N; . �biWY.Y•iYr.ua. .., .. --�.IYN84'.0.1' r.-..:.r.:..W.,rM+rF 1.i'nY+..mr.ln.'.r'iY1UWY\-._.+ ,:.: ..1 _... ..,u .'+,ra+_.... -...:-'.u.,,•un,.,.•...r.u.. ...,..wy 'wJL•Y.rrallr/r,.v.a„r -.:. , a... .. .. ' F S r , 4' ;h I' CAST CONCRETE CURBI EXPANSION JOINT MATERIAL-- ---------- NOTE: _ r ! (HOLD I/4" BELOW SLAB SURFACE) \ F!NISH TO BE LIGHT BROOM ----- RAILING BEYOND -- - - - STEEL RAILING - . � ) PERPENDICULAR TO _I INE OF _ 1. --41. CONCRETE SLA® I -------.`-_-_----____.-_ _ -_ ----.._-g��-- ��,Y, , r L�-y Ill RADIUS-- TRAVEL. JOINTS TO BE -- - - - - --���T- -�- r RETAINING 1 SIDEWALK. REINFORCE -� _ - - ''°;` A5 PER 1/2" DIA. X 12" STEEL SLIP--- -- - ' :1 FINISHED A5 DIRECTED BY �� ✓� b" SPECIFICATIONS. DOWEL W/ PVC SLEEVE • 30 O.G. - -.,.T1,ie _ `� - WALL— 5 AG PAVEMENT -- �/wiVGIC'S ►�: r=r�CScT� r . _ _ i p I ___:_.____ '" eELEV. 243.2 �, A. MI IEC �"� SIM• IF GROUNDCOVER TYP. JOINT SCORE ---� i —�- I 1/4' DIA � O 02O :7 C5) U MTL HANDRAIL r COMPACTED FILL CONCRETE PAVING -y�'' RADIUS -' = - II ' A Y 'k------ Ya' TYP. Yui' i-Y�" RADIUS � ni �N IN • 36 HT ° c COMPACTED TYP. 0. TY TYP �` - �V -� --� / -, 3/4 DIA f ' OF CRUSHED ROCK--- � \-- I -- �� {{ �� � � � MTL RAILING � O r ---- CONC. FINISH ` -_a � RETAINING WALL -1 PAINTED Y e • ° ♦ ° — , e p I - - --- NAT GRD LINE '" • 42 NT Prol*ct Number: 0152005 Additions and Renovations to ft G °D . 11—I I I—i I I—III—I I I _ RETAINING WALL- ----I I I— I I S-III =I I i—III, I I, III. I I I I I I I � � PAINTED ® 42 RTI LING i 1 -- — GOMPACTED -THICKEN SLAB ELEV. 2321 ;� li Tigard TO 6 DEPTH _ _ 11 --g'-0 * -71-011 5UBGRAOE - 1 1/4' DIA MTL 15 _0 qr �� I_ HANDRAIL ® 36 HT First Baptist GU RS DETAIL 2 S i JEW ALK DETA II L 3 SE�710N T14ROIJG� STS I R STA I R FLAN Church I/4" " T � �,-o" I'' 3� =0 11075 SW G88rde Street . 0 1 1 — _ - - 7111 BRUSHED CHROME OR r - - - 11075,OR urd -- -- - ---- — 70 ?211 --- ---- — --- — -- -STAINLESS STEEL BALL /---Ii" DIA. GALV STEEL PTFE HANDRAIL W/ / 7224 MIN. (2) SUPPORT POSTS BETWEEN TOP t 67" _- _* I _ - - ---------- BRUSHED CHROME OR CHEEK WALL -� BOTTOM OF STAIR RUN. PROVIDE SHOP STAINLESS STEEL TRUCK A -_- _-_ _, _ _ DRAWINGS OF ALL HANDRAIL DIMENSIONS t I I I O _ I POST FOOTINGS HANDRAILS SHALL BE AT _ EACH SIDE OF STAIR. _ -- -- ------INTERNAL HALYARD " �, .+ ` D v • w W I TROWELED • , v I I Q I —GROOVES TYP. IL u I -------------POWDER GOAT FINISH 64 - SMOOTH M U OO BROOM 10" -- - 51" 10" - I FINISH TYPICAL 1 CHEEK WALL Mark , 71" - GROOVES p - -- 70 Y211 - ----,� o SEE NOTE � NQ -'- ---- - OI _- _ -• _ EA. STAIR TREAD TO HAVE 319mieniec ,fir---- -- ----- 67 -- m r---TILTING SHOE BASE t COVERYTYP. PLAN � W (8) ?''X?" GROOVES • 1" O.G. ,Q / FROM NOSE OF TREAD - FULL I WIDTH OF TREAD Architecture - ( 1" RAD•. 1 I D . a , - - , I / -CIRCULAR ESGL,,rcPEON 1/2" RADIUS TYPICAL: ON ALL tp �� n � ` - • � D � r----MED. SANDBLAST ON 0 r_ EXPOSED EDGES OF STAIR •� d / EXPOSED SURFACE OF GONG., RISER DETAIL -. / ARCH TO APPROVE FINISH -- TREADS AND CHEEK WALLS ,D __ _.__ •__ _- , _ ` � I" CHAMFERED EDGE 4" RAD. --- 44 REBAR AT NOSE OF EACH STEP I rb. s • TYPICA �' MIN. 1.5" CLEAR ALL WAYS 10 5i" 10" -' -- ----- ------- ,R`-- - ------,I -____ -- - F i N I�"H GRADE I C4 :I 61' NEW CONCRETE _ T VIEN _ +- 1 - _.______ SIDEWALK, SEE DETAIL EJ I s I s ...... ANCHOR FLAGPOLE AS PER 21' 211MANUFACT URER'5 SPECS. A.. iX I`11N. 11 I 4 4 (4)#5 VERT, STL., ONE AT --- J ° `"� ` v 1001 6E Water Avenue, EACH CORNER, % I Suite 200 " PVC POST SLEEVE FOR 1,5 D--- _ -- - - 1 --- tt4 TIES • 12 OC NORIZ. HANDRAIL SECURE P:.IST INSIDE POI�'lhlln�d OR 97214 N 1— 111 --- - --- 11-.11--j GONG. FOOTING I I_-III I I I - \ ! v I i l n I SLEEVE WITH EPDXY GEMENT - - _ 1 i I 1 r_.9 —III I I. I — �--�----� +- , p 503. 245, 4163 4 REBAR AT 12 O.G I --_ __ 1 1^ BOTH NAYS. f 503. 231. 5319 II 1 4 --PROVIDE LIGHTNING GROUND 3/4" MINUS CRUSHED ---- I ( I I i I - NEW CONCRETE SPIKE ROCK COMPACTED -) I I -I I SIDEWALK SEE I I-- DETAIL NO. ISSUE/REVISION DATE $EGTIQN A_L4 I�11m1� COMPACTED SUBGRADE 4 `�CON C R E`'E B U r'1 P E R 7/2 LAGPOLE TYPICAL EXTERIOR STAIR ' slle Grwtuauon owp�Phelr' °Q 3 •, .p n■,1,011 1/211.11=011 CREATE CREATE CURVE CURVE NWERE WALLS WHERE WALLS MEET MEET -------- -__.--- �- 1 3T4 DIA MTL RAILING ----- - ---- ELEVATION D PAINTED 0 42" HT _CURVED EV ELEVATION G ELEVATION B -- ELEVATION A R ETAIN NG I 4 I __ - ---'--- ----------- ----- -_-. — --- -------- -------- -- � WALL J U �.� �~ ` SHEET NAME d1 NUMBERtiY�«+{�rr�a". r _ _ - - _ -- -- - - - - - - - -- - - � SITE DETAILS , -ULTRABLOGK PER I A THEIS ENGINEERING REPRESENTATION OF ELEVATION - �,A ' n~ ELEVA`T'ION OF ULTRABLOCK WALL ILLUSTRATING THE ULTRABLOCK `�►A�-L `- U TRA - ON - + rt 8 11 BASED NON THE G ENGINEERING GIVEN SY /n L BLOCK FULL BLOCK 1/ti •I 0 \ "I NTS ' -, A ---- _—..__ __.— _, __._.__, i�—r •.rte _ - INEW rq a _. .M. t '.'I _, - ,.. r'*+ .Aean'^^,.. .-...r... n. 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Water Avwnue GNURCW WiLDINC, MINISTRY BUILDING Suite 2� FF. 257.11/1 , Portland, OR 97214 , 40'-611 - — _ _ _ - -' - - -- — - _ - - - - - - - - -- -- - - --`-- - - -- -- -- . — - p 503 245 4103 - - - - 110'-6" _ dM 11-011 - - - " _ _ ,._ __-_ 25 x ---,I<-- -761-0 _ _-- t __ t 503. 131. 5319 4 ,IQ" riAWTHORNE ' --- 49M- __:_ _ s' Q �� ---- -._ tYp _ted' . w�X __ ._ ,' DALt-_ _ --___. _ _ NO. ISSUE/WASION DATE EX I QST I N6 EDGE OF PAVEMENT - 1 SIM ConitUftn Uwp Phan 1 Cn-0e STREET CENTERLINE --- ---- — NJ 5W 1101`111' AVE (LOCAL) Q Q- _ R7 0 Y R7 R4 . 5 0V 1 R4 .5 R3 . 5 - --- - -- w rL r s - — G, GHEE?NAIII�a NUMBERERTY . LINETYPE LEGEND — --- _ --- EXISTING BICYCLE PARKING SPACES q EXISTING PARKING EXISTING SPACES SPAC:•ES_ _ '72 CENTERLINE EXISTING ACCESSIBLE SPACES 4 .��'�'�'�N� Wt38 WETLAND BUFFER BOUNDARY �rOTAL - _ 76 G—+✓�-----+�G---- VEGETATED COMMUNITY BOUNDARY � SITE P�.,�,N NIB --- W13---r WETLAND BOUNDARY t: EXISTING SITE PLAN ■ - 1 I„ . 30'--0" FF IN Y r , . r �3 41 , .i , 1 r47 1 : 7> �r. i 11 f' it » _ . ..•. « s«...i...r:.rnMW '-_.__ "'-•.er_u.rwriYYY.GIWMba.4--- .�-w.r.rrYYGY .. - 11` .il YliY i,1111ua�.+ra SiYSOn,1 w...•.-"_.-:;,yG _._. ..iFr+W—aii.YY-"""''llil'.JL'i1Gl'ra4.uMlb •, «,_._e.......n..uu -•.: 'L➢.Yul,r•rw.v.ww, - -I'� 1�iIy .-...-r...w,..Wl:.iw..-_-.o_ru'wr�fes/tliMYr.YY:s...irt,..ia.•unw..... m » w Y ai.Wi,w,.......,_a-.-,... .:_...» ... - ..r ...:.. i:.l...YrurxYlr. ,_....rrr.- ... .. ..: ` . ...-....i.r.. sn.>r.. 'D wwww wrwwwwwwwwwsr �■wrwwwwr � r 2 - R A. mic C n ---- - 0- 3 ---- ------ k3 .5 1 1 _._ , - ----1 :20' 0" Oma, wrwwr-�srwwsww �YwwwrwwwwwrrY� w -� wr�rwsrJ � I 1 ( i1�IK� IPA W ' GRAVRL / A EMENT Q V �-�- - - - - - - - - - - - - - - -- - - - - - - - - -- - - -- -- _j ••••� I I Prot Nwnbe�:r: 0152001 1 I �� r � wrY� wrwrroa�wwrr �� rya W® - I"1� W!3 .may •+• - Additions and Renovabons tD the as Tigard LOCK- 1 I N ti40 a ILI '�• • ABLE 1 14 - SWING _ _ _ _ - - _ _ _ _ _ _ _ _ __ • _- - - - ,N>~ - `' First Baptist GATE. �'-�r'�- --�-- REE►T� 1 church SEE ICr��-V VC---V _ _ - _ �_ 4 t' - 1 1075 SW Gaarde Street 74cS O PROTECT `✓EGETATED _ �.a ' 10 8 6� ` �� COMMUNITY WITH _ _ _ 8 I Tigard OR 91224 a - `_�- ___ ^ _-+—_•___- --- - TEMPORARY CONSTRUCTION h - n I h .4 _ +' 15 TEMPORARY SPACE': b'-0�1 0 0 '� ' `9 C'�..� -�''� FENCING TNROU�rNOUT - W 34'_2�' L� 0" 51'-0" �' ot � /7 "6 I -� r i ► VG•`� W88 O CONSTRUCTION I 1 -0 2'4 -1 � 10 -0 --- 0 67'-6" 0. � 8g, !O �' ILII 4 (o g C M A '� 7' - '�--g?�" B `o"? =� Sr.. ,I -�`_._BSI \ ET9AG I Q I x L - - - - - -- - _.._ _ __ .- - ' - - - - P `� i 6p'_0,1 0 V J�' WATER' -X I 1 _ 1 _ _ �� - �o - 5' Q 70 `p= ,� 3 4QQUALITY W PILL TO BE REGRADED �i I I O o z j4 " m r I !3 3?G „ 4 _p I _ QEF CIVIL \ 1 Y 7..6� , b g' I NG PARE-�6' 711 �WGS \ I W w Ur'I UI AT 2N TO 1V m L ( m - - �" C P1A T pi 1 w w 4 m o T P ,_SIGN SEE'v 5A ir0 d PARKING \ ZI I a wl _ 0. m z - , _ "� 0 3? 7,1 O 1.01 S SEE \ U_ - _ - -- _ — _ _ A T i bC -10/A01` 7'-b" rl�ew � wwwww r w _ w rr . w — -- --- ``'� r Mark l w w w w w w s - �` a0i I uJ w 11 11 I 1 rr � wrw 9% ��- �-� ryp sd I 1 r � OC ! OI GAP OFF EXST' '� ,�•, ,. _ jl NEW CURB, r w J &� I SEPTIC TANK A,r - - - - - -- - - �`1 _ i / I 1 i N LANDSCAPE, RE-STRIPE AS A C r C _ t 'D I Slemienlec r F- _-_-.-� - NEEDED --� � OUTFLOW. � � ,� � 4ic''' \ W - of AND RAMP- - , 5� DEGOM��ISSIQN I 7' 611 m 0 �M 4d' _ I I f 7. m \1 II 10 •-U' Q n EX ST NG NEW PARKING �F'ACES i IS_ IC FIELD. TANK P. _ 1 1 _ I IR3 .5 Architecture qC o 31 OBE REGULARLY' `- O -� 1 � ----'�"--`- 1 MIN. I _- - F'ED 75'-0" / 24'_41' 24'-0 -0 48 -0 24 -0' .15- Lbrr I 1 Q O W I S G A K W Y I �� rY� �� ww w�Y w>G. �� 10 Ile - _+- R ACI G { ` � N -5 -0 I II I I -0 Ulu 00 s _- a,0. 1. 5 -0 4,_6' r - - IL 4 A LE TEMPORARY BARRIER 3 I Y �4 - `� � - I . � I I -'- ------ AT EXST'G DRIVEWAY -- - 3 ; 11 i _ in 4 TO BE REMOVED i 1 ON AT PHASE 2 PARKING - tx t' I �t >!T - ---- -- 1 LA DSCAPE - - - - - CONC. LAN 5 APE I I I 1 - --- - - -- - - - `- •- - ORiVL° ' DEMOLITION / AcLEse��Le ,�.4_ �., 7. elKr �,:,;�. � - � \ I - - w� ww s l PARKING I� ��� "� *. " ,+�� ACK NEW PROPERTY LINE - 30 -011 I-, ~M,�4. •ee �.r. r.�e �.�. X9T G �_ m I m r r m IT P. 11i I ( 1 EXISTING. ' d ___._ 1 + I _ AFTER 8' ROW j01_ II 20 -pl' �i�";ej #r �;.IfiJA �11L>alh}Cw _ 'EXISTING ,t � - SIDE- DECICATION �" . ► ,r_;� I"91NISTI�Y SIJILDIN — --- WALK. r , SIGN ---- 5 I I + FF. 254.123 Fit, 87.17 I a -o - II 0 14 � r I , ' 74 SPACES n * 24 -0 ` v 512'-b",-.--,T- ur I� -- EW PROP. I T-6 _'� I 12 TYP. <' - - -I -- - - - d-4 -T? �_� 1001 86 ill�atss Avenue 40'-b"�_ .. ,»...*...,. ...r- �.,+.�= _,. - - - - - - -- - - - --• - - - --- - -- -�_ -- -- -_-_- - -- _LINE-- - _ _ -- -- - - II ' XST'G PROP. - - ° o UTILITY 761-011- -�-_ Q _ LINE 1 l l� - - - __ _ .- - - - - shit* 200 — .— W L m Portland OR 87214 --- — __ --- -- EXST'G SI-DF--1,4 OK EW L 1 —_ --_------------__ _ �--•-�------- R 603. 245. 4163 — -- —�— EXI TING EDGE OF PAVEMENT -- �__ $Q$■ 2$1. 5319 _STREET CENTERLINE _ '- -- — — — { wwwwrw �cwwrw �.wwww �ww wwwwwwwe�wwwwwwrww ��- SW 110TH AVE (LOCAL) `--NEW CURB AND GUTTER I Z Z NO. ISSUE/REVISION DATE / _ — _ _----------- \ a W 0. / --— t Slle Con�huotlon Owpo Plww i QQ•Q4 00 R7 R7 R4 . 5 � � � 34 3Q � R4 . 5 R3 . 5 Na cno- ; SITE AREAS: EXISTING PE-1.1 PH.2 PH.3 LINETYPE LEGEND -.-__ ___ ___ BUILDING, 12,g10 S.F. = 6% 12,810 S.F. = 6% 22,700 S.F. = 11% 20,371 S.F. 10% — — �� -FSE�TY LIRE --------- ----- ' - ---- CENTERLINE 1"» WETLAND BUFFER BOUNDARY PARKING 27,410 S.F. = 14% 7617g2 S.F. 38% 72,456 S.F. ■ 36% 80,024 S.F. 40% - --vC s--VC---yG-�-- \,/EGFTATED COMMUNITY BOUNDARY LANDSCAPE 1621180 S.F. 60% 108,q2G S.F. • 56% 1031466 S.F. a 53X QiB, 227 S.F. a 50Y� - ERECT SIGNAGE INDICATING - SHEET NAMEdiNUMBER VEGETATED COMMUNITY. TOTALS 202,550 S.F. 100% 188, 622 S.F. - 100% 11281622 S.F. - 100% ig8,622 S.F. 100% _ —NIS —WIS —"- WETLAND BOUNDARY (AFTER ROW DEDICATION) CEDAR SPLIT-RAIL FENCE W ITN ����� --x----x x----x — POSTS EVERY 8FT O.G. PARKING PHASE 1 BICYCLE PARKING PHASE I r w• w w e. w s r w� AREA OF WORK 3' OVERRAN SPACES: 8'-6"X15'-6" — _ 82 EXISTING BICYCLE PARKING SPACES g 111TE �' N 3'-OVERHANG _COMPACT SPACES: 7'-6"X13'-6" - 72 PARALLEL SPACES: 8'-6`X22'-6" 4 EXISTING, SPACES _ _ __ _ 66 EXISTING ACCESSIBLE SPACES - _ 4 NEW ACCESSIBLE SPACES _ _ 3Al _ 231 TOTAL o (1);�AS,� 1 SITE PLAN TEMPORARY 3' OVERHANGCOMPAC - -_ 11 T SPACES: 7 - 6 X13 -6 15 r 4.7 : ,, __.. ,.,,+,M,rrwwl, ,,._....r_.,._. +ngwuYN._....ryy� .-_• � Ail����be.raw>�Ihrr,>-r►@ M � 9 Y; w' 1. 1.,- - - 'r.3-E...ti..z•. t.Hik,rr..:-15 iiil'$"s�'K xF� J:'/:�."�..t_:itX re..fEY d'k+� ,. r .... .... _ :. '.i ...... .. -_.. ., _..i,.��'Ll�r } cJ i.: ..a...aali ,r. ,;,; v,.+:,.,;•-,,...mss:..i_ - ,........: ,� --. f , to i, •{ v .FP( rJ 1 f, 401/1 ~` 250% - ` MR SSI NI � R N ON R3 .5 ,fir ' , ^01 011 OF ,\ s 11 ! I I (BIKE ! GRA EA t"I T H f xST G -- Pmject Number: 0152006 Addthons and Renova§.)ns to the _ _ "' - .._ _ - . _ ...r' `` is _ .--- -•.—. -- ---- __ . --- =' --� � _ _ '�-1�► _ i i , Iva ►�e---- � �� I - ---_ _ _ � ( I Tigard _ w First Baptist P EXST'G �, _ w8;:=.Y_ _ -� - _ ��� — , Church � Q �N - _ _ _ - - - - _ - _ - - - - - - - - - - - _ 1 LOCK � ! - _ - — - - - _ -. _ `-- - _ _ _ - ABLE I,� - ------ _ - —___. — _ _ __ _. �,NE 11075 SW cede steer . SWING S `�-�/C-+-v' - - - _.. - -..' - - - - _ _ _ - - �'"�� REE `���-- --- TW. 4R 97224 GATE. VC"""" J� q - - - - _ -- -- ` 1- ;: , A T `_�— �N $ PROTECT VEGETATED O a� V LO COMM W i � UNITY WIT'-1 A T C A� I r P AS I t 2 — / _�'��-���will_ E TEMPORARY CONSTRUG -1UN - h 4 _ L- A w $� PARKING Y 1 VCS.` �/ FENCING THROUGHOUT _1 W r '� u / t''CL_ W --CONSTRUCTION i NEW PHASE Z h/ 78 SPACES �j 1Q ''' - V wee / i I •• '� �I� .. r► `r-AccESaIDLE --�� k0 1� T�EpM�P�ORGARY PARKING Q 1 I W . ._. . a. 4� Ll a7 10 U ; ? NEW DIKE RACK " '..OWER r — - .�`. ` K I~- I RE IRA/0 I COVERED W ENTRANCE / \ w � � A T I l \ I re 1 n� RIO ,l .� VAN `' �. 7 ( , ii } COVERED ile �.` , S pL ' ra. ` In j I O �1r f 1r x1'' .d� WALKWAY r� , M A T \ \ TBA V/ 20 0 WATER E CK 2 �! 1 a ;, , ,�► bi d-., J', Q~~ Mark •.. ' ITY SWALE \l w ■ LU CONIC Q w IF , • `s 4 H j, �.�" C �} :, 0 1 �� DRIVE \ i Slemieniec a z e ,r _ _ I Architecture V„) -xr, k • _��,ti jr. - r+ try ',ry } . r- 1 ' K1 v _t' �� / / e LU e rDv�r"�W,r. ♦ Vit''.'i '", i. P ,' fi4ltwi' o r{ _ �• / ,f ..5 —T �� 5 1 U K,y > >i !,-• L---NEW PHASE 2 1t S1 ` l �} ACCESSIBLE � P 7 ' alb $►� KEEP DRIVE AND I NEW SID ALK ►PIrASE h, '` ".,� 1y ' �'' >" PARKING ACCESS!BLE PARKING tiP Y}�; +?'t a _ 1 PRASE 2 I I SPACES AVAILABLE ! 1 a +:t:."�'t. n ., ;y !J► I-' "` PARKING DURING PHASE Z e BRIDGE , _r,.i .' �-- CONSTRUCTION UNTIL e � � �_-' ",�' a SPACES •t' k,. I � I 1 I �� 1 /1 COVEREG _ rr MAINTAIN EXST 3 11 -7-- I RASE 2 PARKING IS 1 �A- / _ -� 4 y . WALKWAY O '� -- - GAS LINE�� l I I I LLL—f COMPLETED------_ I Ex•T'G ti — — — _ _ _ _ — -- - _ _ — — e ±, , I ! . j` ` w aKrG �" '• �_ �„�I �� - - - - -- - - -- - - -- - -- _ CONC. + I 1 RACK 1060• _`_' �� _` DR I V U —i � � � � �h �,i wr aw.ur�•�r nr�.■•r� .��:w � «�re w►r 1rr IN+wr �ilio Apr�w m m � � • f I _I >EXI>dTING' �r;ir " MINISTRY ClCIl3lNG- Ex3T'G , I 3B'-0' 20'-0" 4:WUftW SU�INGe � a IN 6TR�' bU LDING, -- — BIDE- ' �, t ,r.: M1t. '' ►4. UP" 10 LR�VIEL F.F. 267.17' EXISTING _ WALK S PHASE 1 " A�Mue M1.r, I �CwVEi!c LV,?V,,_ ¢.K �4�' — PARKING - nti� ,... _ PARKING 26 /4 SPACES _7 i 7 001 SE wat01' AtlwIYe Ll�� I.M •.�. uP SPACES 1 200 2 COM I xl��� 7 --I I Portland, OR 97214 5 ---, -- -b-0 _—_—� — -- _ "�° �► -- �✓ 4503. 245. 4163 6. _1T . t 503. 231. S3'+�9 EE CENTERLINE STREET NV. ISSUE t REVISION OATS Sr! 110TH AVE (LOCAL) I 1 ft Can�uofion DwP Phr 1 02"0601 q --- �, J �• tY - Q0- QQ- I R7 w R7 R4 . 5 `� a I R4 . 5 R3 , 5 X I Ana ' a � LINETYPE LEGEND - PARKING PHASE 2 BICYCLE PARKING PHASE 2 -- -"-- EXISTING 3' OVERHANG SPACES: 81-6 0.7 Q7 __- - --- --- _ _ _ _ _ EXISTING BICYCLE PARKING SPACES q _ ' — - - - CENTERLINE -__ _ 'Was EXISTING 3' OVERHANG_COMPACT SPACES: 7'-6"X13'-6" 72 NEIN BICYCLE PARKING SPACES -- 22_ R l wETLANI� BUFFER. pOUNDARY - - ---- -- - - -- -=- - -- VG--VGA-�G — EXISTING PARALLEL SPACES: W-6''X22'-6" 4- 31 T A � -- r VEGETATED COMMUNITY BOUNDARY ------ -- - -- - --- -• >>;HE..TNAMEBNUUIl1ER ° ERECT SIGNAGE INDICATING 1 _NEW-3' ,OVERHANG COMPACT -SPACES. 7'--6"X131_6" a VEGETATED COMMUNITY. ( NEW ` CCESSIBLE SPACES _ 7 _ - _ - - PHASE Z � -- wa ----�—we '---�— wETLAP'�D BOUNDARY r- _ _ 166 TOTAL I CEDAR SPLIT-RAIL FENCE WITH --•-x x-.—.--�c-----x--- TEMPORARY 3' OVERIaANG SPACES: B'--6"X15'-6" - 15 . ..�" rOSTS EVERY 6FT O.C. -" SITE PLAN � ..� ..� �� .. .. .... ..■. AREA OF WORK , r I , r ' PEASE 2 SITE PLAN 1 • 30'-o" t „ a � ■ 2 •..r:er.,•44rnhMlMHlrinewKN., _-. y - , r 1 h , i , r pp k -... ,,;;. .:.: . ., r:'. , `: .•: 'rW �'�P:��t[_,n«�?r�.eat .9iac:a�`I���4�^,^ ,k1�9,°�.�d,*:�a"I�•�11i�a�'�! ., ,, .-. ..: ', ,., �` �kexiG a YtY w,+s"fh.n` i a ' w . :d �I H4 l tl 1 ( 1 �, �....� .:.:.c �..y.-:w.arr.+f..wL«..,:..yry,.•»r,.,.......:... .. �,.,.,,......:,.�......:.:.�...._yys.�...-, '�?icy �ir t ,t c. '`.ti�Y .,{ , ` ...:,.,,h. ..:..a...,...,...n.:,..rnrlr+..w.vwii..5..:1,5:.,:rr6a',:h,..:ui..wiNy:ii:•soN.J..rc.���,tN r... - � 1 , a! I 25 A IE L R3 . 5 --- - _— ORE , N +1I I OI OF I { R3 . 5IK R3 . 5 A H W r - - - -- - - - - - -- -- - - J GENT R K I I EAS I`� T —,. _ F GREE { Projeet Number: 015200d ,Additions and Renovations to the 11j I 1 Iva � � I I I w �Y _ - - - - - --___ - -__ - - - ' — _ ��gard 4 e ~� I o 0 m LOCK- I � � Firs ABLEt Baptist GATE. __`� - T Church 5/A0 1— V G VO ---.•- - _ _ _ ' - - �\ Edi— `EK 11075 SW Gaarde Street 7 6F.' Tigard,OR 97224 �` { Oa _ °`'�� PROTECT VEGETATED _ -TEMPORARY COMP 4 G r P C ( �'•�C V ACT - COMMUNITY WITH n u 1 P PARKING V r� TEMPORARY CONSTRUCTION - I p I 79 SPACES _�VC �� m rn FENCING TNROUGI-LOUT � 15 TEMPORARY 0 �� ��V CONSTRUCTION SPACES VC W98 I { w 41 O T �` z_ _1 — , 4 _ _ -} I C Cl WHER If BPACI95—i--_`� — I --COVERED 4% ly111 I ENTRANCE / S � T COVERED w �.1 �� 1�^�r VA IWALKWAYR LU I (` 1 REMOV rc , 20'-011 az {z EXST'G 1 WATER $ETBAC Mark ZI �:' t, a i � ., SHEC of "00` tires _ _ �` QUALITY SNA I { slemae z 7 1 niec w � ,' - - _ flu { ��' 10 G P c p c M G I Architecture I 1 fV t �, •-( -{-�, �•((�..!)}.,11`x.. �" � - _�__—.__.--__.___ ' � - Y -( 1. -Lt.. ���'S •r; — 1 1�'�611 1 I NEW BID ALKI E t. . �1 r TRAS -�--- --- a4'-ej1 _ �1 Q 3 1fi ,s �' _1-` ENCLOSURE �. I R3 . 5 Q I a - .i � ItK?Kira l SEE 1iA0.1 I IN 11 TY71 - COVERED\ ' I 'G 1S — T'G SpAGEE-- -'�-- I - •F. "1` ,}+ IKE NTRY -..� / ,��-_.� — - _ - --LAN- -- -- --' - - - - - -• - _-- - - _. .- 11_ 4 � I D SCAPIN CK R � { I p 3�{-0'" 15'-(o" 24' 011 — cv I *&&A(M I .R. . , .a,..,� e.F. 1 1010 1 10 t�'XIl971t' Q %. 1* " a �n ` o I 11 I 381-01 20'-0" C.b10Jt 144 1E0 4 I ' EX16TIN4 I I I I I x5 'G cv j 4 - L.O NG - I I I 1 MINIE$TR'!' EIUtL.pING ;? 1 I )�OL)JT r ` f3�4• UPPER LEVEL F.F. 2ST.1?' ;� I i I PHASE 3 b HALL t ,�� PHASE I I x."14 LgVEL F.F. 7 d — _ n PARKING r PARKING 7'_6" SEPTIC { I UP r ' 149 SPACES t"V .� 1.; .1 74 SPACES I I 1 1001 3V Water Avenluo A-- _ - ' -- - - - - -I 12 G P G _ I 12 C P C I - 76 " - _ - - - _ suite 200 _ - - - - - - - - - - - � - - -- _ _ _ _ _ _ - Porti end, OR 97214 ' P 503. 245. 4163 __ -�-- -f---- -- --t— � - - _ f 503. 231. 5319 STREET CENTERLINE SW 00TH AVE (LOCAL) ( NO. ISSUE/REVISK)N GATE / /�_ — -- W _— Z I 81N c:ongruotlon Dept PP�w 1 02-0b 00 t Q A"i�� R7 Q T � 0- 3Q - acl W R7 R4 . 5 R3 5 _ Wai LINETYPE LEGEND PRO ERTY - PARKING P�-IAaF 3 BICYCLE PARKING PHAME 2 LINE EXISTING 3' OVERHANG SPACES: g'-6"X15'-b" - CEN'T'ERLINE _ - - - _-- 69 EXISTING BICYCLE PARKING;, SPACES a W0B WETLAND BUFFER BOUNDARY EXISTING 3' OVERHANG COMPACT SPACES: " " ' •-b X13 -b 78 NEW BICYCLE PARKING SPACES 22 G"'�� "'�"'�G" VEGETATED COMMUNITY BOUNDARY EXISTING PARALLEL SP.�uE�►. ,�'-b"X��'_b" -- — 4 31 TOTAL - ERECT SIGNAGE INDICATING EXIST_ ING ACCESSIBLE ; PAC ES 7 VEGETATED COMMUNITY, NEW 3' OVERHANG SPACES: _ �'' s►�E�TNAItaNur�BER —"WS '--'~ W36 WETLAND BOUNDARY 1 NEW 3' Or-/� CEDAR SPLIT-RAIL FENCE WITH 12 COMPACT SPACES: 1 x x-- POSTS EVERY 8FT O.C. 206 TOTAL - _ PHASE AREA OF WORK ---- TEMPORARY 3' OVERHANG SPACES: 8''-6 Y qq' SE 3 SITE PLAN ,•4��� ,� _ 1. -- SITE PLAN ,. nk'. a r.1 ■ i'.�«.�'�a�'9.g6. a��E, l IF IJ 1 In3 •fia� FRIFT lk ji h._ , , F . • , : 11 ,.e pati• ��� „t 1 1 h� f v' t' :�A:.: ..1•. t J 1 1 R � y w s atree,� _ 1 J.�.Y-4,1.._:�. 'l � d' re..w 1 "'i-.. _ .... .. - ,.� .. •fra 5 [G..a,•rsP.,. a ",L"A" J oil r ,1 (f. x I": S l ' , a .l t —. ' ... .--w4s„/+Y....n.Wlu.1Y,'.+ii.YWWM,OYti.-ta�J,.w.liMrituu..r..Luiv--..I.J.:ilw,w e.uw.v..+ra: --'.—�.MrrWfF.1f:L:wMYbIY/i1AYiYFJNF,.YY/Y1{ir.,r-'- �••-�__-rJW+wRYf•ML 11WY011�� r.,.. _.._-_ t. , '. '.",. ..•. �• , - ...f'.: : .aa. . •�. t M :l CONSTRUCTION NOTES —A. GENAL 04t I. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE TIGARD PUBLIC WORKS FOR PLANS s of THE CITY Y APPLICABLE SECTIONS STANDARDS; CLEANWA7ER SERVICES RESOLUTION AND ORDERS Fat EROSION CONTROL. SANITARY AND STORM SEWERS. TIGARD `6 WAM DISTRICT SYSTEM STANDARDS. 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE S AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THC IMPROVEMENTS �� D LiTN aPROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE N .� INCL.IJOED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN +� I THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL IS CONSIDERED INCIDENTAL. 3. 7W CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ONE (I) SET OF APPROVED CONSTRUCTION PLANS ON THE ,JOB SIT1E At ALL 1WE5 DURING CONSTRUCTION PHASES. 4. ALL MATERIAL SUPPLIER(S) SMALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY ACCEPTANCE OF THE CONTRACT NTH TINE OWNER/10EVELOPER, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB w Q� A SITE OR INCORPORATED INTO THE WORK Will MEET OR EXCEED SPECIFICATIONS. ANY MATERIAL. NOT CONFORMING SHALL BE REMOVED iM GAMTOC = T SM Ma00NALD YTIWtT AT NO ADDITIONAL COST TO THE OWNER. 5. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL U71UTIES PRIOR TU BEGINNING CONSTRUCTION ANO NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM PROJECT SITS' AVAILABLE RECORDS AND MAY NOT 13E AS SHOWN HEREON. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 4$ HOURS PRIOR TO BEGINNING EX07AVATION. ONE CALL LOCATES f503-246-6699. , 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER M.U.T.C.D. STANDARDS FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. B. STREET, PARKING, AND STRUCTURAL FILLS - cq 1. ALL TREES, BRUSH AND DEBRIS THAT CONFLICT WITH PROPOSED IMPROVEMENTS i SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS. FI: 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHAD, CONSIST OF REMOVING THE TOPSOIL HUMUS, STRIPPING MATERIALS SHAD. BE DISPOSED OF 9Y THE CONTRACTOR, AT AN APPROVED OFF-SITE LOCATION OR AS DIRECTED BY THE ENGINEER. 3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO SOILS ENGINEER, VICINITY ��� AND SHALL BE UNIFORMLY CONDITIONS TO WITHIN 0 to +0 OF OPTIMUM SCALE: NTS MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES SHALL BE PLACE IN LIFTS OF 9' TO 12" LOOSE MEASURE. TIGARD, OREGON EACH UFT SHAT BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS OBTAINED BY STD, PROTOR (ASTM D695) COMPACTION TEST. SOULS ENGINEER TO TEST EACH LAYER AT INTERVALS OF 2 FEET OR 'S00 CY PLACED UNTIL FTU_ IS COMPLETE Ow LAN A AREAS. POTENTIAL UNDERGROUND FACILITY OWNERS FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. ALL FILL SLOPES SHALL NOT ONE C�'.LL» EXCEED TWO HORIZONTAL TO ONE VERTICAL. No ROCK OR SIMILAR UTILITIES NOTInCikTION CENTER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 12" SHALL BE BURIED OR PLACED IN THE FILLS. 503-246-6699 ROCKERY WAILS TO BE CONSTRUCTED PER THE DETAJLS PREPARED MAP 2S 1OW 3DC, TAX LOT 1100 BY SOILS ENGNEER. CONTRACTOR TO COORDINATE CONSTR. WITH AIR EMERGENCIES SOILS ENGINEER TO REVIEW PLACEMENT AND CONSTRUCTION. AT dt T BROADBAND 503-605-4800 p TY OF TIGARD IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING (CASE FILE NO. CUP 2004--0,)005 et.ai.) CONSTRUCTION, THE CONTRACTOR SHALL AOVISE THE SOILS AND CIVIL — WATER 503--639-41 11 ENGINEER OF THE CONDITION FOUND AND COORDINATE HIS ACTIVITIES — PUBLIC WORKS 503-639-4171 IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER CLEAN WATER SERVICES SJ3--681-360Q OR 503-681-4444 r-a ENCOUNTERED. TOTAL IMPERVIOUS AREA = 96,466 SF NW NATURAL GAS (800) 882--3377 PORTLAND GENERAL ELECTRIC (800) 542-8818 4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK IMPERVIOUS PARKING AREA 78,991 SF CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND IN IMPERVIOUS BUILDING AREA x 19,477 SF S GIIVF R Z NN VALLEY WATER DISTRICT 5o3-s42—t5tt s. BENCH MARK �� PRI � ' (800) 483-2000 ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. U � 727E C. UTILITIES 1. ALL PRIVATE UTILITY INSTALLATION SHALL CONFORM TO THE CITY OF TIGARD VERTICAL DATUM. BRASS DISC IN THE ORE THE 001-0CONTR10 T MUST COMPLY WITH THE REGULATIONS OF OAR 952-001--0010 THROUGH OAR 952-001-0090 WHEN LOCATING AND APPLICABLE PORTIONS OF THE CURRENT UNIFORM PLUMBING SPECIALTY NORTH CURB AT Std 110th AVENUE AND GAARDE STREET. r'� TN la ,�'� PROTECTING UNDERGROUND UTILITIES. CODE INCLUDING OREGON AMENDMENTS, F r 2. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TAPE N APPROVED COLOR, INSTALLED IN THE TRENCH FOR LOCATING PIPE IN INDEX NO. 138 ELEV, 256.87 TVN THE FUTURE, PER UNIFORM PLUMBING CODE. 3. ALL TRENCH BACKFILL WIIHIN PAVED AREAS AND SIDEWALKS SHALL BE ��' 6/w/r� P COMPACTED 3/4"-0 CRUSHED ROCK, 953 MAXIMUM DENSITY PER AASHTO T-99. 4. THE CONTRACTOR SHALL NOTIFY TIGARD'S INSPECTION SECTION t 48 HOURS PRIOR TO START OF CONSTRUCTION. 5. STORM SEWER PIPE SHAD. BE OF THE SIZE AND TYPE NOTED ON THE PUNS. q. CONCRETE STORM SEWER SHAD. CONFORM TO ASTM C-14, CL 3 OR ASTM C-76, CL III AS NOTED ON PLANS. b. PVC STORM SEWERS SHALL CONFORM TO ASTM 0-3034 AND ASTM 7O CORRUGATED MATT RUBBER GASKETS. PREPARED FOR SYMBOLS LEGEND SHEET LEGEND C. CORRUGATED ALUMIWUM/SPIttAL RIB PIPE (CAP) AND COUPLING i N BANDS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-196 AND SHALL BE 1NJ9a. MINIMUM. COUPLING BANDS SHALL. OVERLAP Oct ONE FOOT EACH SIDE OF THE JOINT. JOINT ENDS TO BE "TURNED OUT'. d. CATCH BASINS SIAL BE of THE TYPE SHOWN ON TriE PLANS. TIGARD FIRST BAPTIST CSILT FENCING 0! - PR°�MKD NUMBER DESCRIPTION a. CITY TO PROVIDE TV SCAN OF PUBLIC SEWERS CONTOUR (10-) ��..1)6®�.�� 160 6. SANITARY SEWER SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. CONT(3LJR (2') ---- o. SANITARY SEWER SERVICE LATERALS SHALL BE 4-INCH PVC UNLESS OTHERWISE NOTED. AND R-O-.W �/ 1 TITLE SHEET SHALL O I HE LLA AT 2x MINIMUM SLOPE UNLESS OTHERWISE CONTACT PERSON JIM WILSON - NOIED ON THE PLANS. MARK ALL LATERAL ENDS WITH 2"x47 MARKER � STREET Cf_NTERLINE •------ -- THAT IS LABELED TO INDICATE DEPTH MA,N MAGNETIC TAPE PER cw8 DETA'L 170. PROPERTY UNE C 2 EXISTING SITE TOPOGRAPHIC MAP. b. PVC SANITARY SEWERS SHALL CONFORM TO ASTIR 0-3034 AND ASTM SANIIARY SEWER •• -.-. -.J., ------ ----• •• 7a9 (T-1) WITH RUBBER GASKETS. • STORM SEWER - -- -- .--p.---- _- -. C. CONCRETE SANITARY SEWER SHALL CONFORM TO ASTM c-14, a 3 11075 SW GAARDE STREET WATER Y L - -�----w --- C 3 PLAN VIEW PARKING .. _ MAIM RUBBER GASKETS CONFORMING TO AS11.I C-443. d. CITY TO PROVIDE TV SCAN OF PUBLIC SEWERS SANITARY LATERAL - a. SANITARY SEWER LINES SHALL AGAIN BE TESTED DURING THE WET WEATHER STORM LATERAL PERIOD OF THE FOLLOWING YEAR. TIGARD, OREGON 97224 � C-4 PHASE 1 — GRADING AND EROSION CONTROL 7, WATER UNE SHALL BE DF THE SIZE NOTED ON T1tE PLANS. SANITARY MAhHOi-Eo. DUCTILE IRON PIPE SHALL BE CLASS 52, CEMENT LINED STORM MANHOLE ® u CONFORMING TO ANSI A21.51, WITH PUSH-ON TYPE JOINTS C-5 PHASE 2 — GRADING AND EROSION CONTROL AND MECHANICALLY RESTRAINED. WATER VALVE � �� b. nums TO ANSI SHALL MECHANICAL JOINT OR FLANGE CONFORMING 0. TEL, 503-639-3913 FIRE HYDRANT Y C-B PHASE 3 — GRADING AND EROSION CONTROL c. ALL WATER SERVICES TO BE INSTALLED BY CONTRACTOR. WATER METER BOX d. ALL WATER PIPE SHALL HAVE A MINIMUM 36" OF COVER MEASURED CATCH BASIN C-7 SPOT ELEV. FOR HC PARKING AND TURNAROUND AREA FROM FINISHED GRADE. STREET LIGHT .. ALL TEES, BMDS, ELBOWS AND CHANGES IN DIRECTION OF MORE BLOW OFF ASSEMBLY � C-8 PLAN VIEW — STORM DRAIN LINES i, THAN 11 1/4 DEGREES SMALL BE SECURELY RESTRAINED. PREPARED B Y 1. HYDRANTS HALL CONFORM TO AWWA C-502 AND SHALL BE AS POINI:R POLE rte, C-'9 PLAN VIEW — SANITARY AND WATERLINE APPROVED BY TIGARD WATER DISTRICT. 9. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, ALL LINES SHALL BE RUSHED AND DISINFECTED N CONFORMANCE DRAINAGE FLOW _ C 1lD PROFILE STORM LINE •A' WITH TIGARD WATER DISTICT STANDARDS. CESNW, INC. - h. WATER LINE CONSTRUCTION SHALL COMPLY MATH REGULATIONS OF QUALLITYATE �REEGGAROINOF HEALTH T E LOCATION AND ANNDDMSEPA SEPARATION OF WETTER C-11 PROFILE - STORM LN •B•, •C•, & •D• AND SAN. LN •SA• LINES AND SANITARY SEWER LUES. ' 1. INSTAL ED ALR RELEASE AND VACUUM VALVE SHALL BE 15573 SW BANGY ROAD SUITE 300 C-12 DETAILS INS. At HIGH POINTS OR MJHERE GRADE OF PIPE RAISES N AND LOWERS ONE PIPE NAMETER OR MORE. C-13 DETAILS APPROVALS LAKE OSWEGO, OREGON 970351. SKINIFICANT CHANGES TTI THESE PT.ANS MUST BE APPROVED e>r THE pTY ENOMNEER G-�4 DETAILS r� OF TIGARD, THE DESIGN ENOWM. AND CLEANWATER SERVICES PRIOR TO IMPLD�IENTATWON. TESTING OF STORM SEWER AND SANITARY SEINER TO BE IN ACCORDANCE WITH CITY STANDARDS. TEL, 503-988-8655 FAX= 503-958-2595 2. CONTRACTOR TO ACQUIRE ALL RfQIJNiEO PERMITS BES WORKING N THE PUBLIC NWT OF WAY. t' P: D J} t RUN DATE 01-19-0 1e4�e CIN- -. 11 10 �t : �! vat+.aua.Mw -,Lew. , 4 i J(( 1 I 1 M J d I • aiti"' rt"` r Y Y r t a' k e`" -,..:.,, 3 u .p{ V T 14 n II I , y -,,'Lei A. T.. d. ::W + ?.',- t;.K:'$+• , I i. :.' •.... :r ... I r a-.,..., ...v.- .. Ali ::. ,l I. e. .,,• , 4v 1 , w 6 ar .g\b. i✓ Tt'".'.,. ' -. .„ "ifi. h 1,...,a. ; ., f • .;... , :,, .:L',°, •';t:,'d-hi' t '4 'I 1d r + `� ?,E`r ' � �3L7:7:n#kL,i;..t,+' rr,xt.. :; .., ,A �.,,... , , s 1 'r p` n r a - j 9 i _. rf r CONSTRUCTION NOTES A. GEAExAL 1. ,g, PUBLIC AND PRIVATE E APIA EMENTS AS IONS O NR ATE STALL CONSTRUCTION PLANS FOR 62 TIGARD UBUCTED PER THE STANDARDS; LEARWs °F THE arr GE AERP PANDC COINS STANDARDS; CI CONTROL, SANITARY SERVICES AND STO M AND ORDERS FOR EpOATER' IA CONTROL. EMSTAN SEVERARDS. AND S1YXw SEVERS; 1K+AND WATER Cs1RICT SYSTEM STANDARDS. �y1O AND THE UPC, NTN OREGON ON - SITE PARKING AND UTILITY IMPROVEMENTS 2. THE CONTRACTOR SHALL PERFORM ALL nM. WORK SHOWN ON THE PROJECTS AND ALL ACCEPTABLE M WORK NECESSARY TO COMPLETE TILL b PIIQILCT W AN ACCEPTABLE MANNER. ALL INCIDENTAL wOIUK SHALL BE IRCLUDED, IN TIIE LIMIT PRICE BID FOR THE ITEM! OF WORK LISTED IN ( THE PROPOSAL. MY ITEM NOT LISTED W THE PROPOSAL IS `1 tlY COpiSiDa D INMENTN_ 3. THE CONTRACTOR ANOIGR SUB-CONTRACTORS SHALL HAVE A MNNMIN OF I PIEI( ) SET OF APPROVED CONSIRUC110N PLANS ON THE JOB SITE AT T ALL MIME! DURINNG C014STRW110N PHASES. JIIIy 1 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED W AClARDNXE WITH THE SPECIFICATION& BY CONTRACTOR CERTTI IES THE THAT ALL MAT�AIS"DEEDVERED TO THETHE JOB SITE OR INCORPORATED INTO THE WORK Will MEET OR EXCEED SPECIFICATIONS. MY MATERIAL NOT CONFORMING SHALL BE REMOVED SW MmONND i77QT AT NO ADDITIONAL COST TO THE OWNER. 5, CONTRACTOR SHALL. VERNr THE LOCATION OF ALL UTWI:IES PRIOR TO BEGINNING CONSTRICTION AND NOTIFY THE ENGINEER OF ANY PROJECT SITE SIGNIFICANT DISCAEPANIMS. UTILITIES HAVE BEEN LOCATED FROM AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR SMALL NOTIFY ALL UTILITY COMPANIES AT LEAST 4a HOURS PRIOR TO BEONNING EXCAVATION, ONE CALL LOCATES /503-246-r "- 6. CONTRACTOR TG PROMDE TRAFFIC CONTROL PER M.U.T.C.D. STANDARDS FIRST BAPTIST CHURCH FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. B. STREET, PAWING, AND STRUCTURAL FALLS I. ALL TREES, BRUSH AND DEBRIS THAT CONFLICT NTH PROPOSED IMPROVEMENTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS. 2, ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SH"! R 7:C E I V E 0 CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS OF TIGARD SHALL BE DISPOSED OF BY IHE CONTRACTOR, AT AN APPROVED OFF-SITE LOCATION OR AS DIRECTED BY THE ENGNEER.. 3. EMEANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM VICINITY MAPnL.,:� . . EXCAVATED MATERIALS ACCEPTABLE TO SOILS ENGINEER, AL NTS AND SHALL GE UNIFORMLY CONDITIONED T TS WITHIN Oto +411 OF OPTIMUM "dSroBE CONTENT FILLS INTENDED MU SUPPORT MEASURE. TIGARD, OREGON SHALL IF MACE IN LIFTS COM OF B' TO92MAXIMUM LOOSE OF MAXIMUM EACH LIFT SHALL BE COMPACTED 70 92 PERCENT a MAXIMUM DRY DENSITY IN ACCORD NTH MODIFIED PROCTER ASTM D 1557 TEST. SONS ENGINEER TO TEST EACH LAYER AT INTERVALS OF 2 FEET OR SOD CY PLACED UNTIL FILL IS COMPLETE ON LOTS AND PAVEMENT AREAS. POTENTIAL UNDERGROUND FILLS USING ON-SITE MATERIALS, SHALL NOT BE CONSTRUCTED ON NATURAL FAGIJTY OWNERS - SLOPES sTEEPER THAN FIVE HORIZONTAL TO 014E VERTICAL (5:1) WITHOUT PROPER DENCNNG AND KEYING. U5NUTILITIES N G IMPORTED GRANULAR MATERIAL, FILL SLOPES ONE GALL !HALL NOT EXCEED TWO HORIZONTAL TO ONE VERTICAL NO ROCK OR SIMILAR NOTIFICATION CENTER IRREDUCIBLE MATERIAL NTH A MAXIMUM DIMENSION GREATER THAN 1 1/2' 503-2446-886-66N 99 } SHALL BE BURIED OR PLACED IN THE FILLS. ROCKERY WALLS TO BE CONSTRUCTED PER THE DETAILS AND REQUIREMENTS MAP 2S SOW 3DC, TAX LOT 1100 REPAIR EMERGENCIES }+' OF THE SOILS ENGINEER AS STATED IN HIS APRIL 11, 2006, ADDITIONAL F+ • GEOTECHNICAL RECOMMENDATIONS AND DETAILS. CONTRACTOR 70 COORDINATE CI k T TIGARD AND 503-805-4800 ' CONSTRUCTION NTH SOILS ENGINEER TO RENEW PLACEMENT AND CONSTRUCTION (CASE FILE NO. CUP 2004-00005 e!.al.) CITY OF TIGARD •��'' PRIOR TO BACKFwNG. - WATER 503-639-4171 -� - PUbIJC WORKS 503-639-4171 I-r IF SPRINGS OR GROUND CO WATER ARE ENCOUNTERED EDURING SOIL CONSTRUCTION, THE CONTRACTOR SMALL ADNSE THE Sills AND GALL CLEAN WATER SERVICES 503-681-3600 OR 503-681-4444 � ENGINEER OF THE CONDITION FOUND AND COORDINATE HIS ACTIVITIES TOTAL IMPERVIOUS AREA = 98,468 SF NW NATURAL GAS (800) 882-3377 34"1 IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER IMPERVIOUS PARKING AREA = 78,991 SF PORTLAND GENERAL ELECTRIC 5000) 542—sale 2-1511 ENCOUNTERED. BENCH MARK IMPERVIOUS BUILDING AREA = 19,477 SF �5�p(� P,Rwa` TER:20- VALLEY WATER asrRiGT 503-6483-20 !� 1V' f�f YER�cr'� (800) 483-200D 4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CVRD AND SIDEWALK 7727 ` COCNS RUCCTIONNCE SS"H LL BE EABOVE ABOVEREFEONNC THE TYPICAL [ICICCAL SECTIONS IONS. AND IN �•� �/ THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF OAR CITY OF TIGARD VERTICAL DATUM. BRASS DISC 1N THE " ' ,,22 952-001-0010 THROUGH OAR 952-001-0090 WHEN LOCATING AND 1 C. UTILITIES NORTH CURB AT SW 110th AVENUE AND GAARDE STREET. n •�M PROTECTING UNDERGROUND UTILITIES.1. ALL PRIVATE UTILITY INSTALLATION SHALL CONFORM TO THE iyY 13 APPLICABLE PORTIONS OF THE CURRENT UNIFORM PLUMBING SPECALTY ��•y•� � CODE INCLUDING OREGON AMENDMENTS. INDEX NO. 138 ELEV, 236.87 TVN 11 2. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TAFE 1 RE1EW5: e/x IN APPAPPROVEDED PER COLOR, T INSTALLED WHIN T EO TRFOR LOCATING PIPE IN 3. ALL TRENCH BACKFP..L WITHIN PAVED MEAS AND SIDEWALKS SHALL GE �.�.p COMPACTED 3/4'-0 CRUSHED ROCK, COMPACTED TO 92X MAXIMW UM DENSITY OFRCE ILCE eOPY MP AOCORD NM ASTM D 1557. BACKFILL NTNIN 2 FEET OF FINISHED SURFACE SHALL BE COMPACTED TO 95X W ACCORD NTH ASTM D 1557. ESNW, INC. 4. THE CONTRACTOR SMALL NOTIFY TIGARD's INSPECTION SECTION 48 HOURS PRIOR TO START OF CONSTRUCTION. AUG 1 2006 5. STORM SEWER R': SHALL BE OF THE SZE AND "PC NOTED ON THE PLANS. PREPARED FOR SYMBOLS LEGEND SHEET LEGEND 0. CONCRETE STORM SEWER SHALL CONFORM TO ASTM C-14, CL 3 OR ASTM C-76. CL III AS NOTED ON PLANS, I, PVC STORM SEVERS SHALL CONFORM TO ASTM 0-3034 AND ASTM 769 (T-1) NTH ROBBER GASKETS. 12x11nccn " NUMBER DESCRIPTION 0. ALUMINUM/SPIRAL ALUMUM/SPIRAL RIB PIPE (CM) AND COUPLING TIGARD FIRST BAPTIST CHURCH SILT FENCING � � BANDS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-196 CONTOUR (10')AND SHALL BE H6po. INNIMUM. COUPLING BANDS SHALL OVERLAP CONTOUR (Z') - ONE FOOT EACH SIDE OF THE JOINT. JOINT ENDS TO BE 'TURNED OILY. R-O-W d CATCH BASINS SHALL BE OF DIE TYPE SHOWN ON THE PLANS. CONTACT PERSONS JIM WILSON — C-1 TITLE SHEET O' N. CITY TO PR°NDE TV SCAN PUBUC SEWERS STREET CENTERLINE PROPERTY LINE 6. SANITARY SEVER SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. SANITARY SEWER C-2 EXIS_PING SITE TOPOGRAPHIC MAP. o. SANITARY SEVER SEANCE LATERALS SHALL BE 4-INCH PVC UNLESS OTHERWISE NOTED, AND STORM SEWER •- -- —D-- SHALL BE THE PLED AT 7X MINIMUM ADPL UNLESS TH2'x4 11075 SW GAARDE STREET -- _ SHALL E THE INSTALLED M.\RK AIM. SLOPE ENDS S OTHERWISE MARKER WATER MAIN C-3 PLAN VIEW - PARKING THAT Is LABELED TV LHDICAM DEPT NM MAGNETIC TAPE PER CNS DETAIL 170. SANITARY LATERAL 6. PVC SANITARY SEMENS SHALL CONFORM TO ASTM D-3034 AND ASTM STORM LATERAL 7'9 Ti1)SWAM WRY'Y"L1ER SMALL CONFORM TO ASlll C-14, Q 3 C-4 PHASE 1 - GRADING AND EROSION CONTROL N17N RUBBER GASKETS CONFORMING ro ASTM C-443, TIGARD, OREGON 97224 SOLITARY MANHOLE ��' a CITY TO PROVIDE TV SCAN OF PUBLIC SEWERS STOW """"""L ® C-5 PHASE 2 - GRADING AND EROSION CONTROL ' 4. SANITARY SEWER LINES SHALL AGAIN BE TESTED DURING THE MET WEATHER WATER VALVE ® Q PERIOD OF THE FOLLOWING YEAR. TEL 5 7. WATER LINE !"ALL BE OF THE SIZE NOTED ON THE PLANS. 6 03-639-3913 FINE HYDRANT . ,b C-6 PHASE 3 - GRADING AND EROSION CONTROL e. DUCTILE SROM WE SHALL BE CLASS $2, CEMENT LINED WATER METER BOX CONFORMING TO ANS A21 51, WITH PUSH-ON TWE JOINTS . AND MECHANICALLY RESTRAINED. CATCH BASIN cl C-7 SPOT ELEV. FOR HC PARKING AND TURNAROUND AREA 6. nrTNNGS SHALL BE MECHANICAL JOINT OR FLANGE CONFO MINGY Y TO ANSI A-21.10. STREET LIGHT r r C-8 PLAN VIEW - STORM DRAIN LINES 4. ALL WATER PIPE SHALL FROM FINISHED GRADE. HAVE A MINIMUM 36' CF COMA MEASURED BLOW OFF ASSEMBLY NVA­ a ALL LEIS, BINDS, ELDOWS AND CHANGES IN DIRECTION OF MORE PREPARED BYs POWER POLE Mw C-9 PLAN VIEW - SANITARY AND WATERLINE THAN 11 1/4 DEGREES SMALL OF. SECURELY RESTRAINED. a HYDRANTS SHALL CONFORM TO AWWA C-502 WIND SMALL BE AS APPROVED B• TIGARD WATER DISTRICT. DRAINAGE FLOW C-10 PROFILE - STORM LINE "Al I. UPON ONPLETION OF INSTALLATION OF THE WATER SYSTEM, AL CESNW INC. LINES SHALL BE 0FLUSHED0011 AND NDAREc1ED M caHNFORMANa C-11 PROFILE - STORM LN 'B', •C•, & 'D' AND SAN. LN BSA' MM TIGARD WATER QlTICT STANDARDS. p. WATER LINE CONSTRUCTION SHALL E DEPARTMENT P MTN OF ENVIRON E STALE BPM° ar fETHE AND TIEHOSEPOF OF WATER 15573 SW BANGY ROAD, SUITE 300 C-12 DETAILS QUALITY D SARONG THE ER LINES. ALIO SEPARATION OF WATER LCE! Mq SANITARY xTIR lRE9. ry A, COMBINATION AIR RELEASE AND VACUUM VALVE SHALL BE C-13 DETAILS Y AND LOWS AT 19411 POINTS ET WERE GRADE Of PIPE RASES LAKE OS NEGO, OREGON 97035 - AND LONEIIS ONE PIPE DIAMETER OR MORE. 1 `y APPROVALS ,. C-14 DETAILS I. SOF IGNIFICANT E DESIGN E'NGIGINEEER.PLANS AND CEARWATER NC SY PMOR'1IT 0 TAITON. two" DD .�•`�C •O6LCE 2 P1A4'i � •� (S�V •�� '...,, . _ 04AMXS 10 ENOW C�?IIwRy AWOVOI.. ................. CITY NT NI Slaw SEW AND lNIITMr SEVER TO eE M ACCOIDANCf RIM TEL, 503-968-6655 FAX, 503-968-2595 F4f C11T.O. .64! P6RIPTN - d1Y STACDARD0. Ir4 LNIn 10 Fenn...................... Y . , ch 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS KFW7 WCNONG IN FRF. -- GRI- ftit THE PUBLIC RIGHT OF WAY. q Of 2� 9161 DATE 04-13-06 . stlI e 5 f gas:. • • - . " •tib, i 9u Ai 41. 1.'ter f• f �_ r :• .. �i•,, yi•—srV4 a.•X,L.h' .._•:'a amts_... e.,...�..,. :f d.:r A. ' Oka. .,..r.Y•i' � ..,.... ... 1. - _ ,. .....,...-...y„ riser....•:-.: �. aW'. - .. ._ n,,,,.•,4yY.Y4.•Y r.4WW' '�.•._ ..... • ...r:0fYYCC.Y1►11�f19�WM.�.Y�' y'yl�y.�•q. �vi.�.._ . . .. ......... ... ...... -.__....-.:,....................,u......_.... ...»... w«>._.. -.. �.ii � iS�.r�'�`..vi+�` 'iIC.YJfi4 — .., y_ _— _ , �.a..w.:•..i..—.... .._.._...w...r.-.;... _..•t....: ...... ... ._ ., .. i . -..'k11YWY ur:W :.. iw4F.i�4r^w'i�"'.v••.a.nL1:r::.Mid-' .. ._. _. .. NOTE: TOPOGRAPHIC INFORMATION PROVIDED �' 7717 BY DEA, INC.; CONTRACTOR IS ADVISED TO VERIFY ALL THE INFORMATION SHOWN AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCY. CESNW HAS NOT VERIFIED3 } THE ACCURACY OR THE COMPLETENESS OF .� THE SURVEY INFORMATION PROVIDED. KNEwS: 6/30/07 I co F" f a• m N 00'54'34' E 144►44' � AUS r �� • • • • �.� • ..�. • i•. • �� . • �•�. I N N � d D .. r UCC W �. N an"ta�' w 1M.� / ,� �, U F- LL ., GRAVEL i! Z Q N Y.. - `�•. �, ` ----T-'� �� ---'-. •"�� ��/ //�'--'"' ice:••-" -"�,"" • •0 W Q n ►'� -!!• �_�'•. f. i''fir/.... ...^'r,� __ ,,.,,.. •-'�. s I Q „J (Y r- *ft `•`,,,• ,1',, CEO - _ a.:. —. •..� ^r ter.-:�.. ..a:".. 17 ..ra. .r.• �.�. ,�... irara �. • , �Sl f' V) pet Lo _ S . I H d 0 Q ..�� ` ,,�, _ �• r ..rte ` �, 'v.. �• _ - •_ .7•r"'`,:`\ I- • F• 0. ar I \,� 'w.,•�-.-« ^^-� - -. _. l - .` ', •`' �� - ���\\�.. _ `J'rir� `"� -....�~ "„'�`�• I �_ - •ten tel' ••-��. .��•\ '. -•_ .. -- �` �I -- '\I,� +` z 71 -04ft In LIM L#40F) iq DQE � I �`• �' ,�_ •:..- �• -- •�; -� �, �., \ 1 1p -T F FIT11 T Fl T t320 I TT I 'Z� v i , '`'- tea. -- .,. -..�,. ` \ ` •. ``.� g ` ` � �. � � �1.\` ,,,_', � '•.� ` `` ` ,\. 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REFER lO APPENDIX D, CWS DESIGN At CONSTRUCTION STANDARDS, FOR LANDSCAPING t'I.ACE MAl trI G1LANT M rWRAr A NAUTAJM V II 11 01111110R4 cmean r REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPf:CIFTCATIONS. � 3 IN CMA4NE1. MOITOM. OV M.0 LIKIN LMUti A ROCKERY DETAIL OF WALL HEIGHTS 2. PROVIDE IRRIGATION AS APPROVED BY CWS. fn M",I� or is i WAa 3. JUTE MATTING- GEOJUTF PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS. OR SIMILIAR .. RI 10 M70A ARAwNG 4-1 ram 1:11ANN[L SuLI AIIgm tiA1K*L •MINIMUM STAPLE PATTERN GUIDE ANO RECOMMENIDATION FOR SLOPE ' FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. !. +left" w txTAl Dm.%vAo 4-1 fWl 1f11 a rA11tm. AND CHANNEL APPLICATION. NTS 4. 12-INCHES OF TOPSOIL SHALL HE PLACED THROUGHOUT THE WATER QUALITY TRACT. 6 ..Taa1H or !;TJ'l[S SIOU K rxT["Mr+nto NY Sat ry f- -- d - -C04ESNE SM UK 0 WCK NON-00HE51% IMS "-12•ACK _ - FOR CONSTRUCTION DEI AND REQUIMIEMENTS. SEE SONS REPORT DATED APRIL 11, 2t'-Ul BY CARL." GE101TECHNIC UL Id A 1 114'; STAPLE. 'gAkILL Detaw [Normo 4-3 ENGMI PH. 503-664-3460 (.NAIvNI:I. +hJ�iTAIL.Alllll� Detail Dluviny 4-2 V) Pogo 4-31 Pauv 4-•30 1 g I M EROSION CONTROL NOTES 1. CONTRACTOR SHALL. INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF YEAR) PER THE "EROSION PREVENTION AND SEDIMENT CONTRCC PLANNING AND DESIGN MANUAL, FEB, 2003 GAICH GRATE AND CWWS' DESIGN AND CONSTRUCTION STANDARDS, RAtO 04-9, CHAPTER B. 1" RfdW Epi W REMOVAL FILTER USE STITCHED LOOPS 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF FTLTER FABRIC MATERIAL FABNC OVER 20x 2" POSTS CATQI -.` 4xP.>N�:IUtd ItP:SIRA+Nt ANY OTHER PROPOSED PROJECT DESIGN ELEMENT. WIDE Ra I-S Z MAIERIN. • "It2'ylT6" IIIJD9ER BIOCIts 3, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION NS COMPLETE AND APPROVED '° r r SERVICES CWS AND VEGETATSON OSCAPING IS E5TABUSHED. II DEVELOPER SHALL BE - � � v �v i BY CLEAN WATER SE (CWS) MN r ' •' / cA' .�: : �;!A RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL LOTS ARE SOLD. r+ 3o SiGRM PIPc + 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PIAN SHALL BE CLEARLY FLAGGEDIN THE FlELD PRIOR TO 16 i�1 I� k4POI.YPRUP, ,NE - R '!i •� �' ,� � 1 CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING SHALL BE + LR 5ACI( (wovw) t: :>r; ;� •: :a'�•`` 01 PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOUR THE DURATION D; CONSTRUCTION. . l FACILITIES HOW" ON THIS PLAN MUST BE CONSTRUCTED W CONJUNCTION WITH ALL CLEARING AND GRADING � Rlwlus - 25' mm, F •� ' �'•RI•.,� •►�• /,� S, THE ESC ACILITIES S 1 WUV,„�,EN PQLYPROF'LEIyE SACK a,r v„ PO RUN OR , ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENIT LADEN WATER DOES NOT ENTER THE „ •-•.Iwus cRAva MAXIMUM STAGING DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 6 RING ctvre+tirx.. AS RCtNart[D / 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM FWQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DU suec+tAa: R'UMur1.UIM1CNr ��e CONS7PUCT*,m PERIOD THESE ESC FACILITIES SHALL BE LIPGRADED AS NEEDED FOR UNEXPECTED STORM EVk"NTS AND TO SIDE �- CAtGrt bA51N vRAiE THE FRONT VIEW / � ENSURE THAT SEDIMENT AND SEDIMENT (ADEN WATER DOES NOT LEAVE THE SITE. / n• rtta, r- �- NTS N FtpM 7, THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE. CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR ipL�rF.��,R �scr IIM1 fat SINGLI fArdtiY AM 011l•L[71 NLSwlllrru CATCH OASMI CONTINUED FUNCTIONING. Tim SOT • °•" co VJ 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WMTION 24 HOURS FOLLOWING A STORM EVENT. ANGLE 807H ENDS OF FILTER FABRIC •• OVERFLOW J CLEANING PROCESS SHALL NOT ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAYING. 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. O FENCE TO ASSURE SON F TRAPPED 'O NOiESi $FORM PWIE THE t I FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 1. MY BOTTOM Of FILTER FABRIC 6" P4LYPktWIENL ( VERTICALLY BIELOW FINISHED GRADE. i " e'.""��'F:''� . •'''y /ILTpR SAlyt IFKIfI-M►oVCN) 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEG!NNiNG OF CONSTRUCTION AND MAINTAINED FOR THMCEO�t E 2uj PFIR PW OR STEEh ,• : .._••J •• +�.�y(,•• \/�`; '�� V �� a0 �r DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT All. PAVF.O AREAS ARE KEPT h~ CLEAN FOR THE DURATION OF THE PROJECT. IN, IED 3. STITCHLOOPS TO BE INSTALLED 2"x 2" POSTS STITCHED LOOPS SIDE of S1,OPE, NOW-WOVEN F'DLY,PRQPLENE, SACK I I. STORM DRAIN INLETS. BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND ATTACH ND/OR 4. COMPACT ALL AREAS OF FILTER FABRIC ___-W uj uj AVEGETATION IS RE-ESTABLISHED. T P TRENCH. ---- 12, PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. F4 Tz NUT+f:S; 13. PLACE GRASS SEED OVER BARREN SOIL; 80/20 BLEND OF DWARF PERENNIAL RYE AND CREEPING RED FESCUE, MIN. 100//ACRE. OR TO •. APPLY 20-10-10 FERTIJZER IN ACCORDANCE WITH SI,PPLIER3 RECOIIMIIENDATIONS. SEEDING TO TAKE PLACE PRI ���T `oM WA SEPTEMBER IST UNLESS OTHERWASE DIRECTED BY CWS OR ENGINEER. SM&FE IT F DETAL .: j. REl:ESSEI) cuRIT INItJrr CArcH N3AlSINS Must BE Lrr AWuS IIx+ �« NUPE: ° IF THERE IS EXPOSED :.'•OILS OR SOILS NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH APRIL 30, THE WET WEATHER FAOSION E- er to' rllloN 14. NTS -r cum Rom CONTROL. MEASURES WILL BE EFFECT, AND SHALL INCLUDE A MNIMMl1M 2" THICK STRAW MULCH OVER ALL OIS1lIRBED ARE.;S AS AN BLOCKED WHEN USMiG FILTER fAHRrC INLET SACKS, sOpyUNlp AIn►rolarr MAS RktMJMlt Z cy ' ALTERNATE TO SEEDING FOR WET WEATHER MEASURES. SEE SECTIONS 3.3,7 AND 3.3.6„ TECHNICAL CUIIQANCE HANDBOOK, SIZE OF FILTER FABRIC INLET SACKS TO BE aEo+"m 11mm to rN►vtWt FOR REQUIREMENTS. DETERMINED BY MMdUFACTURER. &.1111-10L Puwpma• 0 t u)' t 15. SEDIMENT FENCE ADJACENT TO INTERIOR STREET R.O.W. TO BE INSTALLED UPON COMPLETION OF STREET CONSTRUCTION. ' n PERIMETER OF SITE TO BE IN PLAICE PRIOR TO EXCAVATION. ONO*INl.E1 F'f2UrirC7WN TYPE 3ONO* rarr3no 4-25 C9N5TRUC110N ENTRANCE WWI Urnlriny 4. SEDIMENT FENCE ON _ 16, ESC MEASURES SHALL BE REMOVED BY THE DEVELOPER WHEN VEGETATION IS FULLY ESTABLISHM. NOTIFY CNS INSPECTION DEPARTMENT AT 503-681-4444 24 HOURS PRIOR TO ANY WOW ON SITE. Pogo 4-110 Pn9O 4-42 17, No SHEET r r 18. WATER QUaITY PONOS OR SWALES ARE TO BE PROTECTED BY USE OF JUTE MATTMN(f. USE 1/4 INCH OR SMALLER MESH ,LUTE I MATTI IN UPPER AREAS, AND TIGHT WE/WE MATTING IN HERSACIOUS ZONE. C � 12 14 r , OF 4 i xdl;,Is I far } � •M1 LL3 n .,+ 7,Zgp €T U T vd � 4 n Ir hd ..rpi ,l '+ i� t• y , � 2 i i+,S v C � 14 K'a,1 � �'� rfyyr �t r Yt YI s �� a t � •�t r�°s i t 6 �� �'.1 t o"� /� /� kqy r~ r>J t'�'+�+ ?•r+ 'I'• 9 tit{,t`�IIt1"A4 � r ,s,�n t ' ,/ 0 /••C -L,r ' �u� r ,� � At�r� ly Ilii;� `7nj✓Rfr t - ,�':'�a,. *�`1'x!�•:. '3��u�b...�! 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P L 22'- 27' low 45, 28' 40' ARK. •YC_ 4, 133 ( i VARIES 24' (VARIES) - 14'- 16' 11 ' 8'PUE EXISTING DRIVEWAY - RFNEws 6/30ro7 MATCH WIDTH k GRADE SAWCUT & -� 5' ¢<., . 21. A MATCH EX. PVMN - 313 5 5•. 1 MA 1 -- 1 /2: 1 MAX CUM JOINT �5' INN. -� SET: NOTE 5 Raw EX. PVMN _._ T_�3.57% IRR­ TEE NOTE 5 SEE NOTE 4 �_- 0 0 0 D 5: ) MAx 1 MIN G ✓ v_, SEE 3 1 /2" AC PVMNT CL. 'C' STD. CONC. SIDEWALK ON I'- e -7SEE NOTE 3 ^ NOTE 4 SIDEWALK B 21aE�_=S��A 2"CAB (TYPICAL) PER TIGARD DET. Q o 2. OF 3/4'-D' BASOIOC( -- - �- _ 8" OF 1 1 /2"-0" CAB -, o PN��D 9U8pRADE A ) SECTION AS NECESSARY To STD. 16' CURB PER n I e' I 30' MAx To' Mw I e' � TIGARD STD. DET. N j SIDEWALK ADJACENT TO CURB S.W. 110th AVENUE ELM Al /Y V 1- W e IM -_ ROW LiOLi �i a EXpANyg1 �qw NTS � ^ ` ) N •-2% AND PLACE COLDT Z a w r I 6' �ww a 'n to Ta-s.^--*'•.: 1' EXPOSURE VARIES SEE SITE PLAN y ROAD _r r a 'MIN. VARIES 24' MIN. VARIES 2'MIN. W Q O 3 In CONSTRUCTION NOTES. - Q 2. OF 3/4'-0' BASEROCK ELEVATION B-B STALL. DEPTH AISLE STALL DEPTH U V1 1. PARKING LOT UaH1IN0 IS SHOWN ON LlOHflN() PLAN. CT 60 COMPACTED sAMADE J 2. CROSS SLOPE ON ALL SIDEWALKS TO BE 2x UNLESS < n < OTHERWISE NOTED. MAXIMUM RUNNING SLOPE SHALL 0 o 9 = SIDEWALK AWAY FROM CURB NOT EXCEED 1 RANT VERTICAL w 20 UNITS Haran (5R) e I x='11 "'21 MAX F F a OAD NOTES: SIRLET R :... . ` +� " • SURFACE IMMEDIATE3. MAXIMUM SLOPE LY ADJACENT TO GUTTER CURSRAMP VARIES P 6. OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT p ' 1. CONCRETE SH& BE 3000 P.S.I. AFTER 28 DAYS, 8 SACK MIX, SLUMP RANGE :'P•• Ly' � o: • _• Q / ;;,'.4 VERTICAL IN 20 UNITS HONZONTAL(5X). ALL RAMPS ' ':0 •9: �.' � .r M OF 1-1/2 TO 3 . �' OF AGGIREGATE TO BE FLUSH AT THE GUTTER UNE. ON HC RAMPS CUM (3/4'-0') cowAL'TED THAT EXCEED 5X . HMIDRAA..S ARE REQUIRED. SEE SIO. M' LS. ly z 2. PANELS TO BE 5 FEET LONG. ECTION A-A ARCHITECT PEDIS FOR DETAILS w PARKING STALLS, EXCEPT 1n z .. 4. ALL RAMPS SHALL HAVE DETECTABLE WARNINGS, AS NOTED ON PI/UI vlEw I IN AISLE AREAS 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPRGACHES. NOTES: DIAMOND SHAPE, PATTERN STAMPED ON ALL CURB 2 1/2" ASPHALT CONCRETE, CL 'C' I 3 1/20 ASPHALT CONCRETE, CL 'C: (TWO LIFTS) ppp U71UTY VAULTS, WHEELCHAIR RAMPS, & AT SPACN3 NOT TO E1:= 45 FEET. 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINCD RAMPS INCLUDING FLAIR& 2' OF 3/4'-IY CRUSHED AODREGATE BA 2' 3/4--0' CRUSHED AGGREGATE BASE all O 6 ' 4. FOR SIDl:WAUf ADJACENT lb 11E CURB AND POURED AT THE SAME TME AS THE M FROM CTM ENGINEER. 5. ON ALM. DESIGNATED GROSS WALKS. PAINT 4' WIDE - ITE STRIPES (WAR. 6' LOW) TO IMM CROSSINn 4' 1 1/2'-0' CRUSHED AGGREGATE BASE 6' I I/2'-0' CRUSHED AGGREGATE BASE (� h CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT MITH A MIN. 1/2' RADIUS 2 CONCRETE COMPRESSIVE STRENGTH SHALL DE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 6. ALL AC PNMT OVERLAY SHALL 8E A MODIRED 'C MIX IF POOR SUPPORTING SOILS ARE 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MCJUNTA13LE 3. CURB JOINT SHALL 13E TROWELED WITH A MIN 1/2' RADIUS ALONG BAC( OF CURB. WITH THE 3/4' POCK REMOVED. FOUND, SEE SOILS CONSULTANT FOR ALL AN 7. ANEW CURB ISLANDS TO BE 16' VERTICAL CURB PER RECOMMENDATIONS. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. CITY OF TIGARD STANDARDS 0114ERVASE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4. EXPANSION CONTRACTION JOINTS SHALL BE 1'2' PREAfOLDfD ASPHALT B1PfiE(iIATED „ et ! 6. DRAIN SLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER MATERIAL OR EOUAL DMJDING FROM SUBMADE TO FINISH GRADE. TYPICAL PARKING LOT STRUCTUAL SECTION ' ' PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. i S. 6' X 8' 19 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. NTS TWM* PLACE ROCK IN ONE UFT AND COMPACT TO 95% OF MAX. DRY J I IN ACCORD WHIN ASTM D 1557, WITH SMOOTH ORM, NON-VIBRATING ROLLER r NO SCALEW'r'"'" NO SCALE I PLACE AC IN AISLES IN r1110 LITS NO COMPACT TO 91R OF MAIL AOUV M P. DLIOMI AIM M F DUOAM II DENSITY ACCORD WITHSTLI D 2041 (DINGARICE) ® ON.o,w IPM MM CONCRETE D^+�"P"M�" MODIFIED DNO. ,NM as aaa W �'�� DR �' .Ns to•.0 as SEE��' r 7 »•, �"� u , ' MANN tPP. DRIVEWAY 43 r MOM ,,,,,� ,� SIDEWALK 2 CITY= M.VK O,I 7 2� aTY= MiMY MY OVAB A 1 Z � fX1PUN�i 16' TI THOLE FRANE W BOLTED 3/4' R 0 Nt EDGE � 4 RM ELEV. a 228.45 SAX. TAIL ON 2' MIN ,AL1:, T ^ / AS SHALL 1.SM ORIF. GIA. YIN. T �1�'rr 1 s' Mw. dA TO A�Ns.r-� �-- (MIN ) T _�_ DRAINAGE BLOC(OUT GROUND �iT t2 YIN 6' .' 3 I.D. PLASTIC 8 � � '�Ur 8' o�c�L/w 224.49 0 e• MT -� 12• _ 1/2' DOLT (STAINLESS STEEL) 6' -_ PIPE W/COUPLING 1 1 FABRICATEV CORRUGATEDMAX SEE POST L PLA LOEo ro SUPPORT DETAIW VA b OLA. . 92' DRAM. - 3.78' off •.o� • . :: GTE KISS"DOIRIN ark ELBOW - RESTRICTOR Bl n 4 0 0 0 HEN 0 . ;4, •, CONCRETE. INLET PIPE 30' M OUTLET PIPE O 0 0 219.29 _ 219.29 REM�OVA LE WATERIIGH O ' � o 0 1. MATERIALS:O O 4 .. 3G BLE COUP{NG 2' X 2' X 63', 12 CA. GALV. PERFORATED STEEL MUK c0_ _ P:r p:A ' ACTED GRANULAR 2" 2' III; v O PST. 160 PJANOUT GATE '• 0.. •LOIN , �T l� I.5t ORIF. DIA. (MIN.) TO BE MADE b : y. Y ALL W 3• 2 1/2- Y 2 1/2' X 18', 12 GA. GALV. PERFORATED WATER TIGHT I IIMovAI. GROUND STEEL STIFFNER POST. IN PLACE WITH h ..q. p,• PLATE_- 12' MIN O j 101 2 1/4' X 2 1/4' X 36', 12 GA. GALV. PERFORATED MASTIC 3' MIN.--I �; o.+ A. 1 - SEL L - 6' d i 0 / ' STEEL ANCHOR. 'a:.: G,: • :. .�. i. : MAX G. MIN. f_'. . . . �.. ' '.;:' I .. NATES: 3/6' X 3 1/2', GALVANIZED HEX HEAD BOLT wITH ANHOLE AND BASE PER PLATE MELDED io S SECIM O LOC( WASHER. OR 5/16' CORNER BOLT. DIAM. . 3.18' G 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY (� r OF THE CURB III AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 0 7/16' X 5', GALVANIZED CARRIAGE WITH FLAT AND ELBOW - RESTRICTOR •2 J TO A MAXIMUM OF 20 FT. LOC( WASHER, 2 BOLTS PER RAIL PER POST. DIAMETER PER MMIUFACNRES it NOTES: RECOMILTNDATKINB TO ACHWOE a 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL O 2' X B' CROSSRAILS-PAINTED WITH ROUCTORIZED 1. ALL POURED IN PLACE 30' MIN. CLEARANCE WITH WITH A MINUMUM THICKNESS OF 1/2'. RED AND WHITE PAINT. CONCRETE SHALL HAVE A 28 DAY CONTROL SLRuCrj E F" 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 0 STRENGTH OF 3000 P.S.I., Q 2 SEE MANUAL ON UNIFORM TRiMF10 CONTROL DEICES 2' TO 4' SUMP. WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 0 FOR STREETS AND HIG"4WAYS AND THE OREGON 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 26 DAYS. SUPPLEMENT. MANHOLE ACCESS FRW ABOVE 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A Mw. OF 2 FEET O3F-1 BARRICADES - --1 1 6C-8 BARRICADE DESIGN AND MAX. OF 3 FEET FROM PROPERTY LINES. 6C-9 BARRICADE APPLICATION _ POST SUPPORT DETAIL 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN A00M)ANCE WITH THE CURRENT STATE OF OREGON g STAKw'OALRD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION SH ' EET 4 BARRICADE FOR SIDEWALK I., _RMILAR. LOCATION PIPEC - 13 __ NNL04i Pn ASPHALT ODATED.A tp SCALEa•a1.O Pn NO V-#" AS LOADRECOMIEDATIONS FOR M20 §L' NIIIN P. WOMf ANiNI P. MIOMf LOADING NO Ia "EL ® Il ia"NVAMIIIITg awn STREET OF WAIL Ko TO INR WALL (TMP.) STANDARD CURB o 5 {Ma la 1•K aO NID N��BMwLwMLLO�y . Nm 0, "Mo r�1 >uT rINNaN tIII rJ an v TAR/ "-"' MAII}I tnI BARRICADE�1 92 NI. "�-'•-■ ••L+ �• FLOW ANIS POLLUTION CONTROL MANHOLE C - 14 NTS AMARA Aw ftlxw L _ :J M e Rik IAA S , i w I,y e v, � e '�. ' ., .,+ ,,., : , -s e• c�x3:._k' x'.aasa.,aa �., :,��.3�;Fu�Y.�P� ; .„ . .�NoI� V' _ a ,ry Y(K a '. w-. .: ,. .... _ 1rYA�fiiYYrWtlfrWaa+MBW'•4'Y.f' _.�:'-.... .... yi,, _.. /4.k .�-�_-.,MY.w. _,. '� .� :.w. .. . • .. r .. .«. �.-.��L.-.i.Y.w• w+w.o,. .aw...a.w.aa:�o-.."..r...,..,...r,wi A. -�JuYI Yf:YYIYr+i�y • :..--.. .....u..0-_r. �• . �wra.o' rr...nt:awer.i,sn,+..tiW1i.w.i.war{43%i" {f• _...c......�_ ...�"/{�.......:.......y...� -�ra.�,.�._ .w-r,..,.:rx..... �... y J$•ssaf.c'k..¢'D�i � • .wn.wrW.•.' ,r.-W.�a.,.w+..a.'.� ..._...r.....;i:+.s.r.aswir -f.Jibs..w,;:ti.,ry„(--.1�,Vj.,,' 01v n27fT = 13 LOOAT[ rwwc AND cam SIDEWALK ADJACENT TO CURB RDiEWS: 6/30/07 OVSII LA= t AT LENT uY M OWTH NOTES: - i. ALL JOINTS AND RUBBER GASME•TS SHALLiW CAST IAVN 1110 r MSL CONFORM 10 THE REQUROWNTS OF RUBBER GASKET VALVE BOX TOP CLASS "B" CLASS "A" ► I ANLL Y C- WLl SECTIMS SNALL OD IFORM FLAT TOIL �d„ BREAK �" xTM �"" 6 --•• Z Aw9020"M OFF ST4AMM (O- 76 PTIONAL) _r; wL �,► • wANHOLr~ oRATIINa 1a. 0% MOUND EXCESS NATIVE MATERIAL a SIM REcLMU aN FLAT TG VANHOLLS � �' Il'- SiMVAM KSTORAIION uwp TRENCH TO Au" DEEPER THAN 411r. ' 'r Lo MAXIMUM ST PotOM AS SM[CWILO Foot tTALRINI • 1 1 �• LMIAN r •. 0. d TIOP or FWST 1110 TO Ta OF GASTSIG-- STANDARD Fit*M1E AID 00AMlot OII IIrLTeI11cENT FWNE AND oo1Mo1 TAR PAPER (MDIS'1 O SB. OIIAws 114 11INakm an ',�Q��. �T; •• .• A � � • a` OUC?M.E NIOM PIi�E IM I Na, Iso RF'STRAIN ALL JONTS W/ o N mow••' • • � �• ••• •• • � IEAIE M NOM-GOBI • • • • RIIOVT ,'r v • • • 12' NAWVE TN2' SGU \ •EIElD LAI.�ORR CQUAL. GAMETS. .��•. • • • + IF TOP ICL O (_) A i • / N NO1T:8: Al SGS O�AC110N IPNS o11IA0SOl PIiOR 10 D11'AMA ` , 11AJr JII �r S•'011 0' ' wlm JMID or NW • 1. ALL PiCAST MAN110LE S[C110NY SNK'. GONfOFII 10 THE ' • AOL �AlEMENTS OF ASTM C 47l �Z ,1 d S. ALL M'OURED IN /LACE CONCAM OJALL �.:W[ A 26 DAV SET IN NIIIN-SININSL Md1T . • ' W`-UNOMSTlN1�D MAOI OAII(E d' RETAINER . U >OlAJl11' OF r TO 4'. �=Tv� • �NAl1K EMTM RUBSER GASKE1 MT TOP MAW (®AA VM) � U �. J. a LL JCMRENg TS WALL of K OEC NTH PFWORMEO "Y110 STANDARD m0011M0 [M1N AC1ED MAUR" ��' REINFOACCMENT CONCRETE PIER b• AAT£ VAL •L O V) N GASKETS SU04 As WIT-114L Na 2• RAM-4&M 04 AN 3r am 3/4 0 OWSNED �� a tA) ria A/PROVEO EQUAL. OONif/MM0 TO /EDOIAL SPECIIC.A11011 Rocw-� \ � �'� FLA. x N.J. Z '� WS00210. STANDARD MANHOLE FLAT IOP 4. Au TIPS CONNECW1 HS TO MANI40LL SHALL M •• ' . • •.-► �- Li a N M MATL7ITIGIIT. ; . • ' • ,r NM:INfoRN Nr 51QEWALK WITH PLANTER �� M•J• x d' FLO. TEE (� co r` o, L PIP[ CONNECTIONS OF 24 ON GREAT" SHALL REGUM A s>a� �. �.'. �f• STRIP AT CURB � � '� N Q °i M A. ►M ECaI AND CHIS NNIMOF LN�1 a MOR[ MAMNLi4E1 SHALL SID ORNAMS 114 ` Y.�`. S6 BAR AROUND OUTSIDE OF OPENING . CHANNEL DL7AIL (VARSAj S 1@-4 • e.�.J v ''4• p d�OaCwBOTHO AYB SIDES OF OP£N{NG SIDEWALK - �. V) Ix 0 7. PIIOVIOE A MMmU M a LD �iTACT�UMIST RM) (VNUABL[ 1-17 . a .ai Ps Sks BREAK FLANGE � V Lal. �3 4D MANHOLE WI TALL K WKDN IMI{[ �AWLITS ASMEASWIIED ON THE P69K IAC[ OF 111E MANHOLE - S SUAKOUT OF WALL 1011 PMWT SHALL E 2' ISNILILAI AND • • • •� • • • '•" !•L �) r Q � d 4' MAW" CLEAR OF PME Motu. � • ' �' =Nr r IO�1N11 "T/4• ROCK • .•'i :;L` • • •: • • .' f t' a �� 1�L S. THIS KTAL LUTED TO MAAWN INTERIOR DROP OF 24' • 1 2 PSL QQ ' Q n Q ran SANITARY CONNECTION AND 4r FOR STORM MM[ ZONE 1 •• t� . • • . ��� � � � � � larERiIaiNT // TAAMW PROOF MANIOI[ FR/WfAL AND COVER . 4. . • .• ::'ti 1. HYDRANTS TO BE MODERN MUELLER CENTURK>!~i, A-4Wi?,(aR AFIP'D EQUAL) b' MJ, 5 1 ♦' •- != tl SHNL K usto IN ALL L49DADIT AND Off STREET M[AIl - .. �. MW 3 PORT - Twq 2 1/'2• PENTAGON OPERATIOII NUT, OPEyi LEFT wTM THE FOLLOwN�k •. _ •I ; . A. 011. FAMVi01R y B. BRONZE AC7UATM NUT O4' ° ° Na .1 C• BRONZE SEAT RHO Q Ln (w VA MIA LIM .- Boom f 0%*0 • e �5 � D. WEATHER SHED CAP (OW �+M) a• Mw. MW TOP Of e.• ' • •s E. SAFETY SLEEVE COUPLING 6-1 u tMW AL H wANNet TO rin MAPR ' M TO � F. TWiEADED NOZZLF-S wTH 00' RNGS y/4 IIi1111GAL ISISIIT Gf PIR 11rNCl4 STAirI].AT1K>tk " 1 O. NATWMAL STANDAR-) $ •s.' i',e.•. •. �'. 2. SAFETY CHAINS TIO BE REMOVED. el.'i w / 11[aNIKD TRENCH STAWZA110N •ja •t., N • A•j• T• 1/Z PIPE O.D. I>LUs 4 MIO. !OR PI►E SMAL1ETl THAN r .' �• •N► 3. HYORMITS TO BE PANTED UBNG R-13/7 SAFETY Y1 I.LOW OR AN ALTERNATE APPROVED aNALaL t 2KVM 3042AMY .4•' �;•�-•'• BY DISTRICT FIRE MARSHALL CW IPE O.D. -us w T/2 PD. e' M . ►aARE 1 Ps• AND LJIRMJI F` �T • •• ••. •' 4. NYDRMIT 70 BE N"TAIIED 7MAfro PLUMB. °� or GE" METTUO G +• :kc v.L '.' 'r oOIOM1IITE S. NO �S W7W 3' W RADNJS OF HYDRMIT. 12" MOM* OF tX'-q' OOIPACTN� � • 70 %4MLE n BAF[ MAlET1IAL :•••''' ' •�'' 't• �h' •r' 7. VALVE BOX TO DAOOORDANCE VM STANDARD DRAvgNG C OR A`= APPROVED •: ►� so li:•1AT~v:Z• .~'��' BY ENGINEER. L T1IKRUST BLOCK: :.MALL NOT BE PL.kC D AT HYDRANT LIOCATIONS. Wow ft TRENCH BACKFILL - Be" s�No�* - FIRE HYDRANT �,, 94 STANDARD MANHOLE vices DETAILS (�eanWa�er ;, FLAT TOP MANHOLE UM.aw•.N�A �"'"" DRAWING N0. 010 REVISED 02-03 OAI�II�AI�IA/1NNDwu o,,,..u.LI..Ke N NNtMf. I2TI't"A110 IMRCN I"' ASSEMBLY 42 DRAWING NO. 280 F"KD 02-03 DRAWING NO. 050 REV SM y'-03 "a L/ Fl PLAN SEE STANDARD DRAWAO NO. 255 9 U�Tr ItANDIONT FOR FRAME ANO OOY-. . ar( WATER DEPT STANOAROS PLUMOM CODE . 501 l • • •{ • THRUST BLOC( CITY APPROVED ACKFLOW DEVICE COUIPLip - KE M. OIJAWMIO N0. 2S0 RETAINER GLNWIO A � � A FM F11AIN IIID OQuillAPTOR I"SZE As ! - SECURE 2x4 IM PLf.CC • A A - - AGAINST PLUG W/ 6AC1IFILL L _1 MIN TO PREVENT PLUG LOW SLOTLCJfF ' .�J •-. . STOIIII an SANITARYFFLL� �EAUAL 'r Py��TMENr y' IESEII WIN LOCArION NOTE& .j ' OSHA APPROVE.0 1. I= NEW 0000TR!CIM ALL SK AEw AMO =W1101111111PIMINK N11H ALUMN)M LADDER ! o=11110B0NI1 10 r AND W MAIN 944LL SR MIM FACTMY fANNAN D '1@' /ITIINI11 UNLM 4FIIOIMt NPPAIPM 2x4 '. • ' • ., EX1EN510N BY LITLITY , N I I PR T A. PC�OW t os a T4s Fvuoll�llw .. _ : • B VAULT - - TRACTOR TO SEAL ALL ALL PrE SIVLL TIE COLA 00431 _PL.AN � f, IINNN am rroe"IRM FILM ' PLAN VIEW RE 0 KuAC�oao o� - �� -•--� � PUN �T p� � OOICIETE AS% 0•-144,, Ow-A - 01 MAX 30' G VJCNS SIGN OLASI-M COACCO E ACCORDANCE VITH p1 ►ASID WAK ,d , FLOW INVERT ACt,'ORDMKE MTN I NEN.Y4T: TOTAL LENGTH Of 2K4 w11N 8 -CURB OMMNG N0 22S 1" ?: •' AROUND LINE DDRAM AYUpIT CURB OR LOTH AS a10MN ON APPROVED SET OF MANS T11P Or 7 ' �". �---_••• s� ------ ' w MAR)QMMS 10 FAM 871M[T + .. PAVFYiNT I',0R '� /KN T • j '• • r I.L IO • GROlim MAONE A '• "•' ••. IN 9� COLOR 000E SURFACE MAW"TAP[ !a •. al '�• ti• ' 1r ; •'• 30 NO CrEARANCE • °T� W-SANITARY) 40 '� MALI • ST QN ( D (GRE (M1N1E-STaMI) _ r1E[P t. A, MAIL MMENNEWE 1.T HOLES : : G i '. MEGA FLO OR EM& ANLINE OJ�1Y VALVE LASEI MAGNETIC TAPE MIM IkACK LETTERING "; I III. .• �.• .;• �; ab;OK VALVE . 11 MOIJIID SANITARY: 'CAUTION SETNR AURID @MOW.' -- SIWOIIM: 'CAUMON STONA GRAIN MJRIND SUM' 4 ,+ � .'� ••+ '�+ OON7RAOTOR TO INSTALL SOWN PLAR Ir AAOK TOP OF PM[ AND AGAINST 5714 . A '• �':. S. •y, '•M �, CONCRETE aAU" 3 CU. VD.1p 9f�N 1 MIN. WIEN FLOODING Oft A' ran POURED IN '• IMCII OROIMIDNAIER S 9* NTH - • r •-_:. e' r 21 3 r •) �� M TALlTO OR r� PMP[ - w • RLWORCF.Mulf / • -- -- ��- PMua • . x-�-'*-• raR PFIocA>cTA. ' COOR SECTION A-A SECTION B-B ELEVATION +TACT CITY F • •.4i ..�. • • y • •; r PUMP SPEOM71ONS x MN SECTION A-A SECTION B--B. 240 MAX � uj f MINIMUM ,!LOPE FOR MATED PIPE TONE 1. CA t nK OITUBLI[ (SCK VALVE A�1•Y !"BOOR TO BOTTOM � • A PIPE 0.010 MAll71Al. At SNECTfIED 1. CATCH AASIII M4Ali SNI Ca1STRUC liU N ACL70RIDANR2 T41" ASTM C-47e. or DEVICE(� 4' PN•E - 0.020 a INSTALL SWS *M011-ANCE °11011 TGT• OF ORALE TO FLOMLANE OF r4M IS P OTT AM DOPA •- SUPPOR11 TEE ON CREATFJI MAN 4rAD• 29 STA►DADRAUNC Na. tea SET 71ST STSP IY FRw 1. ALL PIE-CAST NCTi0N3 SHALL COWORM TO IIEM01FA ENTS Of ASPM C-47B. !!t / FAA 'MDP of GNAT. 2. *MAU- STRIICAK ON MMMLMM OF' I' OF 3/4 - (r =PAC= UK MAW%&. a IIEDDI►4G URA VLA. 1 INSTALL STII TUNE OR MMM OF 4' OF 1`'-D' COMPACKO WK MAM MAL 3. PINXMT FEWORCEMF.MT SHALL K WW MEEIINO ASTM AM$ GRADE 40 ON 1EL= MINIMUM r MUM 2'0' WIDE ELEVATLQd 4 WNII'MtkMlNI NIDI MR,VASI UAI011 HAM SMALL 11 I!!AN lakwo AIIM WNW MEEIMO ASTM A497 f a LL POLVAD .�CON�CKA M4"14A14AW A 211 DAY gIR0N-H OF 3040 P.S.I. UK ALL POEIIIED IN PLACE 0011OM SHALL HAVE A 20 DAY S111ENOTH OF 3010 PSI AND AMD A St W OF r To 0. SWAP w !•1D V. +IsrFY.�� 1111A� v a arlM/VEL SIN FM r AHIIP APPKLOl M 1S PIPER' ALL OTHIN AFRICAISIDE SEWER SIDE STORM 1101 NO ACMEGUTTER & CURB »•- "' 11 c"tcK DETECTON PIPELINE ` ' DITCH INLET DR c NO. 170 REVIS`E0 02.03 a.4»,.N..1 HILI. INLET CATCH B ASI N t�e�nWbi�r &rvi�oe� � � 1�HIS. Y&VE ABY533 C � SCT: IIEVAM 02-43 ow somm Mnl.e I.+I... we SHEET k DRAWING s-40. 225 C 2 FlEy EA 02-W °'R'""sitlow N eleft DRAIAANG NO. 250 14 OF ;I Cw14 � I :� """..":"'"""'" '"' ""'..•,....,,n...'„v,.aw�e,:_.... _....... .--•.•wfe�l{+••n.w- "".,_.., dt! � ".. '.. ,.,: .-... ..' ._-.; kuoMNM r �. r. • r r4 r " r - J- ♦� .. .i. f a,r�f a. f'.•+TY :1 1� "�� 14�'��''r'A�v ' C .A r ' r , °+ + ',w•;• t' _,1j k ,. '3 i;FavS ji � ';:wti1 ;� >�I1 a�'P �';5:• r ah ,�f�`. .,r.dd. _*crJ::1.it: